13-0726 (BLCK)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 13-00000726
Property Address: 81211 LAGUNA CT
APN: 764-280-004-20 -35996 -
Application description: WALL/FENCE
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 1625
Tiht 4 XP Qulk&
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Owner:
MICHAEL PARKINSON
81211 LAGUNA COURT
LA QUINTA, CA 92253
(
Applicant: Architect or Engineer:
&114 --
------------------
LICENSED
f
LICENSED CONTRACTOR'S DECLARATION
1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
Section 7000) of Division 3 of the BusinWoB Professionals Code, and my License is in full force and effect.
License Class: C29 License No.: 704270
/ J
Date 1 ---Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that 1 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 (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.).
(_ 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.).
( 1 I am exempt under Sec. , B.&P.C. for this reason
r
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
Contractor:
HENRY'S MASONRY, INC.
P.O. BOX 5185
LA QUINTA, CA 92248
(760)904-4143
LiC. No.: 704270
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 7/01/13 -
-----------------------------------------------
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.
�-Ihovc and will maintain workors' 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 LIBERTY MUTUAL I Policy Number WC2Z91458499013
_ 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 shoul be me subject to the workers' compensation provisions of Section
3700 of the Lobar Co all forthwith comply with those provisions.
Date/ Applicam: —
WARNING: FAILURE TO SECURE WORKE 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 buildin truction, and hereby authorize representatives
of th' unty to enter upon the above-mentioned proper nspection purposes.
y
% ate* Signature lApplican Agentl: `
LQPERMIT
Application Number . . . . . 13-00000726
Permit . . . WALL/FENCE PERMIT 2013
Additional desc . .
Permit Fee . . . . 47.19 Plan Check Fee
.00
Issue Date . . . . Valuation
1625
Expiration Date . . 12/28/13
Qty Unit Charge Per
Extension
1.00 47.1900 LS MISC WALL, FIRST 100 LF
47.19
------------------- ---------------------------------------------------------
Special Notes and Comments
ADD COURSES TO EXISTING BLICK WALLS. PER
2010 CALIFORNIA BUILDING CODES,
June 26, 2013 2:34:18 PM JJOHNSON.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473)
1.00
HOURLY PLAN CHECK
98.00
PLAN CHECK, WALLS
60.06
Fee summary Charged Paid Credited
------------------------------
Due
---------------------------
Permit Fee Total 47.19 .00 .00
47.19
Plan Check Total .00 .00 .00
.00
Other Fee Total 159.06 .00 .00
159.06
Grand Total 206.25 ..00 .00
206.25
4&0'
TTS -
1�
I
Bin
City of La Quinta
Building 8r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application -and Tracking Sheet
Permit #
lL
ItProjecLAddress: ll I -NA 0 "A Coo
Owner's Name: M'(,"AE2_ '?�R\4,'
I
A. P. Number:
Address: <t LAL*) fj F\ CZL) r -:r
Legal Description:
'City, ST, Zip: L-A, 0 j1,nt I CIR q 2:2,S 3
Cdntractor:) �1,�Telephone:
Address: il> C) I (a C)
({Project Description: F
City, ST, Zip: LA Ou� P —\kCA
Telephone: 9 -GD, 9 OH - tj 14 3
State Lic. # C)II Z C7 Ci ic.
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
.... .... ...
State Lic. #:
Name of Contact Person: KI C1AAE_L_ Dy,)LIQSc�
onstruction T . Type. Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
-Sq. Ft.: # Stories: nits:
# of Contact Person:
lEstimated Value of Project 3, D(7C)Telephone
APPLICANT: DO NOT WRITE BELOW THIS LINE
N
Submittal
Reqld
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Tide 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2" Review, ready or correcti
— df/e/I(Sue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A.. Approval
I 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 permit issue
School Fees
F
V L:
Total Permit Fees
C7
0 R
Ju;, 0 7 '_`3
OF LA Qumt ,,
DATE: June 19, 2013
JURISDICTION: La Quinta
PLAN CHECK NO.: 13-726
EsGil Corporation
In Partnership with Government for Building Safety
PROJECT ADDRESS: 81211 Laguna Ct.
SET: I
❑ APPLICANT
eJURIS.
❑ PLAN REVIEWER
❑ FILE
PROJECT NAME: Extend Masonry Fence Parkinson Residence
❑ The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
® The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list
-and should be corrected and resubmitted for a complete recheck.
❑ The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
❑ The applicant's copy of the check list has been sent to:
® EsGil Corporation.staff did not advise the applicant that the plan check has been completed.
❑ EsGil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (by: ) Email:
Mail Telephone Fax In Person
Fax #:
® REMARKS: 1. Specify on the plans that the epoxy to be used will be "Simpson SET (or
equal)." 2. Specify on the plans that Special Inspection will be provided for the epoxy
installation and for the masonry installation.
By: Kurt Culver Enclosures:
EsGil Corporation
❑ GA ❑ EJ ❑ PC 6/13/13
9320 Chesapeake Drive, Suite 208 ♦ San Diego,'California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
Michael Parkinson
81211 Laguna Ct
La Quinta, CA 92253
Phone:
Email:
68'
Scope of Work: T/w o f x y TO BC-7—
Increase
C-7Increase height of property boundary rear V560 W17J f5 6- Sart! So,✓ S6T' ( o K LsgU4 L
block wall from 32" at lowest level, stair
P
stepping up existing wall to an overall
�Ci A "' S P& �r10io Wil) Bt' fR0v1,06I J FoAL 7�LC
height of 64". _
w57`'a I (arlc.•. ANo row r#&--
611
#t7r 1 CITY OF LA QUINTA
BUILDING &SAFETY
DEPT.
z AppROVED
�n FOR CONSTRUCTION
w DA
. �....._ .. . -._...
$03 R'�
LEGEND / ABBREVIATIONS
NOT �fl C 0 N S 1 RU0N
T__
LAGUNA COURT
NOTE: DRIVEWAY SLOPES SHOWN
ARE ON LOW SIDE OF LOT.
ACKNOWLEDGEMENT: THIS EXHIBIT WAS PREPARED FOR BUYER INFORMATION ONLY.
BACK OF CURB (BC)
ADDITIONAL DETAILS ARE PROVIDED IN OTHER DOCUMENTS. DIMENSIONS, SIZES AND
FINISHED FLOOR ELEVATION (FF)
LOCATIONS OF ALL ITEMS SHOWN ARE APPROXIMATE AND WILL VARY BASED ON FIELD
PAD ELEVATION (PE)
CONDITIONS, AGENCY INSPECTION REQUIREMENTS. UTILITY COMPANY REQUIREMENTS
AND OTHER FACTORS BEYOND THE CONTROL OF SHEA HOMES. SHEA HOMES EXPRESSLY
PL
PROPERTY LINE (P/L)
—
— PUBLIC UTILITY EASEMENT (PUE)
— —
RIGHT OF WAY (R/W)
OF ESCROW.
SIDEWALK (S/W) '
— — — —w—
WATER MAIN
— — — —s
—SEWER MAIN
ID
GARDEN WALL
PRESENTED AND REVIEWED BY SALES COUNSELOR:
RETAINING/GARDEN WALL
36700 Boa Hors DRlvs ■ RAN= MIRAas ■ CA 91270
RETAINING WALL
GARDEN WALL/VIEW FENCE
TOP OF SLOPE
T
TOE OF SLOPE
AIR CONDITIONING PAD
CONCRETE STOOP
SIDEYARD GATE
J
FIRE HYDRANT
WATER METER
S
SEWER LATERAL
ELECTRIC SINGLE PHASE TRANSFI
mELECTRIC
PRIMARY PULLBOX (ME
Q
ELECTRIC SECONDARY PULLBOX
O
CABLE N AMP PEDESTAL
o
CABLE TV TAP PEDESTAL
m
TELEPHONE PULLBOX
m
TELEPHONE HANDHOLE
0
TELEPHONE PEDESTAL
NOT �fl C 0 N S 1 RU0N
T__
LAGUNA COURT
NOTE: DRIVEWAY SLOPES SHOWN
ARE ON LOW SIDE OF LOT.
ACKNOWLEDGEMENT: THIS EXHIBIT WAS PREPARED FOR BUYER INFORMATION ONLY.
PLOT PLAN
ADDITIONAL DETAILS ARE PROVIDED IN OTHER DOCUMENTS. DIMENSIONS, SIZES AND
LOCATIONS OF ALL ITEMS SHOWN ARE APPROXIMATE AND WILL VARY BASED ON FIELD
LOT 20
CONDITIONS, AGENCY INSPECTION REQUIREMENTS. UTILITY COMPANY REQUIREMENTS
AND OTHER FACTORS BEYOND THE CONTROL OF SHEA HOMES. SHEA HOMES EXPRESSLY
RESERVES THE RIGHT TO MAKE MODIFICATIONS AND CHANGES TO ALL ITEMS.
L1 AA WcV
TRILOGY AT' �it��T `� 1 A ANNEX
BUYERIS ADVISED TO REVIEW ACTUAL INSTALLED LOCATIONS OF ITEMS PRIOR TO THE CLOSE
OF ESCROW.
MSA CONSULTING, INC
BUYER- - SIGNATURE• DATE•
ID
pLu m+o ■ Crim. ENoRmszm a LAND Sunvsma
PRESENTED AND REVIEWED BY SALES COUNSELOR:
36700 Boa Hors DRlvs ■ RAN= MIRAas ■ CA 91270
SIGNATURE* DATE, _
Tamom (760) 320.99U ■ FAx (760) 3237693
X55'-61..
BRICK PAVER DECKNG
n46'-4" \
49'
3RJCK PAVER DECKING
BRICK PALER DECKING
SCALE: 1/2"=1'-0"
MICHAEL PARKINSON
81211 Laguna Court
La Quinta, CA
Trilogy Country Club
Expiration -06/30/13
(N)-14 0 32'ac.
M/ FULL Waft a OW
S•*
WD (Ej WALL A AM 1Y
Rnam DMN
II
• 24•
�IIP9
BIiZS•
/�fUl EigYl' MID
(f1 1gLL A 1@L Ir
�
'
• N
.
MM
cw
gxffw
�ppp CLIU
. 1tf /N/pl F]�S7/00
rV ��^
NE511�0 -W C&RW
99,1010 � CDAM
f►0 N mms
l�(�J M D
0 1Y' oa mw a
0 tY' as law a
a9tD N iRi
4(o14 -Tae
M{4-rae
,.
//j�/\�
/�// /, /i•
(E) 0 32. mp)
W1 FULL QVIW
SCALE: 1/2"=1'-0"
MICHAEL PARKINSON
81211 Laguna Court
La Quinta, CA
Trilogy Country Club
Expiration -06/30/13
i
Pp= 156.25#
1170.9psf
203.94#
Use menu item Settings > Printing & Title Block
to set these five lines of information
for your program.
Title Page:
Job # Dsgnr: Date: 27 MAY 2013 .
Descr:
This Wall in File: f:\engineering files\retainpro files\parkinson-laquinta-
RetainPro 10 (c)1987-2012, Build 10.13.5.8
License: KW -06056688 Cantilevered Retaining Wall Design :ode: CBC 2010,ACI 318-08,ACI 530-08
License To: KONICKI ENGINEERING
Criteria
!�
Retained Height =
2.00 ft
Wall height above soil =
3.33 ft
Slope Behind Wall =
0.00: 1
Height of Soil over Toe =
6.00 in
Water height over heel =
0.0 ft
Surcharge Loads
1,171 psf OK
Surcharge Over Heel -
0.0 psf
Used To Resist Sliding & Overturning
Surcharge Over Toe =
0.0 psf
Used for Sliding & Overturning
1,405 psf
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
A
Wall Stability Ratios
203.9 lbs
Overturning =
1.54 OK
Sliding =
2.01 OK
Total Bearing Load = 632 lbs
...resultant ecc. = 5.66 in
Soil Pressure @ Toe =
1,171 psf OK
Soil Pressure @ Heel =
0 psf OK
Allowable =
1,500 psf
Soil Pressure Less Than Allowable
ACI Factored @ Toe =
1,405 psf
ACI Factored @ Heel =
0 psf
Footing Shear @ Toe =
4.9 psi OK
Footing Shear @ Heel =
1.3 psi OK
Allowable =
75.0 psi
Sliding Calcs (Vertical Component NOT Used)
Lateral Sliding Force =
203.9 lbs
less 100% Passive Force= -
156.3 lbs
less 100% Friction Force = -
252.7 lbs
Added Force Req'd =
0.0 lbs OK
....for 1.5 : 1 Stability =
0.0 Ibs OK
Load Factors
= 250.0 psf/ft
Building Code
CBC 2010,ACI
Dead Load
1.200
Live Load
1.600
Earth, H
1.600
Wind, W
1.600
Seismic, E
1.000
Soil Data
Allow Soil Bearing = 1,500.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure = 32.0 psf/ft
Passive Pressure
= 250.0 psf/ft
Soil Density, Heel
= 110.00 pcf
Soil Density, Toe
= 0.00 pcf
FootingIlSoil Friction
= 0.400
Soil height to ignore
has been increased
for passive pressure
= 12.00 in
Lateral Load Applied to Stem
Lateral Load =
0.0 #/ft
...Height to Top =
0.00 ft
...Height to Bottom =
0.00 ft
The above lateral load
Wall to Ftg CL Dist =
has been increased
1.00
by a factor of
Base Above/Below Soil
Wind on Exposed Stem =
18.0 psf
Adjacent Footing Load
=
Adjacent Footing Load =
0.0 lbs
Footing Width =
0.00 ft
Eccentricity =
0.00 in
Wall to Ftg CL Dist =
0.00 ft
Footing Type
Line Load
Base Above/Below Soil
=
at Back of Wall =
0.0 ft
Poisson's Ratio =
0.300
Stem Construction Top Stem
Stem OK
Design Height Above Ftc ft= 0.00
Wall Material Above "Ht"
=
Masonry
Thickness
=
6.00
Rebar Size
=
# 4
Rebar Spacing
=
32.00
Rebar Placed at
=
Center
Design Data
=
---
fb/FB + fa/Fa
=
0.838
Total Force @ Section
lbs =
123.9
Moment...'Actual
ft-# =
262.3
Moment..... Allowable
=
313.1
Shear..... Actual
psi =
3.8
Shear..... Allowable
psi =
38.7
Wall Weight
=
58.0
Rebar Depth 'd'
in=
2.75
LAP SPLICE IF ABOVE
in =
36.00
LAP SPLICE IF BELOW
in=
HOOK EMBED INTO FTG in =
6.00
Masonry Data
Pm
psi =
1,500
Fs
psi =
20,000
Solid Grouting
=
Yes
Use Half Stresses
=
n/a
Modular Ratio'n'
=
21.48
Short Term Factor
=
1.000
Equiv. Solid Thick.
in=
5.60
Masonry Block Type
= Medium Weight
Masonry Design Method
= ASD
Concrete Data -
fc
psi =
Fy
psi =
Use menu item Settings > Printing & Title Block Title
to set these five lines of information Job # Dsgnr:
for your program. Descr:
Page:
Date: 27 MAY 2013
This Wall in File: f:\engineering files\retainpro files\Darkinson-laauinta-
RetalnPro 10 (c) 1987.2012, Build 10.13.5.8
License: Kw -06056688 • _
Cantilevered Retaining Wall Design
:ode: CBC 2010,ACI 318-08,AC1 530-08
License To: KONICKI ENGINEERING
Force. Distance Moment
Footing Dimensions & Strengths
Moment
Item lbs ft ft-#
Footing Design Results
Toe Width = 0.83 ft
Toe
Heel
Heel Width = 0.83
Factored Pressure = 1,405
0 psf
Total Footing Width = 1.66
Mu': Upward = 11
0 ft-#
Footing Thickness = 12.00 in
Mu': Downward = 2
3 ft-#
Key Width = 0.00 in
Mu: Design = 9
3 ft-#
Key Depth = 0.00
Actual 1 -Way Shear = 4.86
1.30 psi
Key Distance from Toe = 0.00 ft
ft
Allow 1 -Way Shear = 75.00
75.00 psi
Toe Reinforcing = None Spec'd
• Axial Live Load on Stem =
fc = 2,500 psi Fy = 60,000 psi
Heel Reinforcing = None Spec'd
Footing Concrete Density. = 150.00 pcf
Key Reinforcing = None Spec'd
Min. As % = 0.0018
Cover @ Top 2.00 @ Btm= 3.00 in
Other Acceptable Sizes & Spacings
'
Toe: Not req'd, Mu < S ' Fr
Stem Weight(s) =
309.1 1.08
Heel: Not req'd, Mu < S ' Fr
Earth @ Stem Transitions=
Key:. No key defined
Summary of Overturning & Resisting Forces & Moments
.....OVERTURNING.....
.....RESISTING.....
Force. Distance Moment
Force Distance
Moment
Item lbs ft ft-#
lbs ft
ft-#
Heel Active Pressure = 144.0 1.00 144.0
Soil Over Heel =
73.3 1.50
109.6
Surcharge over Heel =
Sloped Soil Over Heel =
Surcharge Over Toe =
Surcharge Over Heel =
Adjacent Footing Load =
Adjacent Footing Load =
Added Lateral Load =
Axial Dead Load on Stem =
Load @ Stem Above Soil = 59.9 4.67 279.6
• Axial Live Load on Stem =
Soil Over Toe =
0.42
Surcharge Over Toe =
Total 203.9 O.T.M. 423.6
Stem Weight(s) =
309.1 1.08
333.9
Earth @ Stem Transitions=
=
Footing Weighl =
249.5 0.83
207.4
Resisting/Overturning Ratio = 1.54
Key Weight =
Vertical Loads used for Soil Pressure .= 631.9 lbs
Vert. Component =
Total =
631.9 lbs R.M.=
650.9
Axial live load NOT included in total displayed or used for
overturning
resistance, but is included for soil pressure calculation.
DESIGNER NOTES