BELC2014-1058n"Ar Ar
.0111110_
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LA QUINTA, CALIFORNIA 92253 COMMUNITY DEVELOPMENT DEPARTM
BUILDING PERMIT
Application Number: BELC2014-1058
Property Address:
57615 CORAL MOUNTAIN CT
APN:
762440034
Application Description:
TEMP POWER
Property Zoning:
Application Valuation:
$350.00
Applicant:
DESERT BAY CONSTRUCTION AND DE
P 0 BOX 2623
PALM DESERT, CA 92261
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: 91 517 License No.: 543201
/te:'
'T . trCor. Wi
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).:
(_) 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.).
( ) 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 I 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
�Ir 'DICE (760) 777-7125
�J DEC 16 , FAX (760) 777-7011
N INSP IONS (760) 777-7153
COMMUNi LA�QNNTA
DEPgR7MT Date: 12/16/2014
Owner:
MARK ENGLER
57615 CORAI MOUNTAIN CT
LA QUINTA, CA 92253
Contractor:
DESERT BAY CONSTRUCTION AND DE
P 0 BOX 2623
PALM DESERT, CA 92261
(760)200-6200
Llc. No.: 543201
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: _
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
wo ers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith
cgfnply
/with Pose provisions.
Date: 1 Ap licant: /
WARNING: FAILURE TO SECU E 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 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 state laws relating to building
construction, and hereby authorize representatives of this city to enter upon the above•
mentioned
1pro erty for inspection purpose .
D�at: • Z �� Signature (Ap icant or Agent):
s
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���DESCR.IPTION� A000k1NT�4 'QTY AMOUNT>;PAID PigID(DATE'°
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BSAS SB1473 FEE 101-0000-20306 0 $1;00 .$1.00 12/16/14
DESERT BAY CONSTRUCTION AND DE DEBIT.:. R3229 MFA
Total Paid for BUILDING STANDARDS ADMINISTRATION BSA $1.00 $1.00
'TWO ESCRI�PTIONta_-
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PAID ..
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PAVDATV
TEMP POWER SERVICE
101-0000-42403, , ;
0
$24.17
$24.17
.12/16/14
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PAID BY �?� 11
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DESERT BAY CONSTRUCTION AND DE
DEBIT
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DESCRIPTIONs
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PAIU.DATE
TEMP POWER SERVICE PC
101-0000-42403
0
$16.92
$16.92
12/16/14
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DESERT BAY -CONSTRUCTION AND DE
DEBIT
R3229,
MFA
Total Paid for ELECTRICAL: $41.09 $41.09
BITmeq, ,,:
MR. ��'
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f ACCOIINT�
QTY
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PAID
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PERMIT ISSUANCEi
101-0000-42404
0
$91.85
$91.85.
12/16/14
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DEBIT
R3229
MFA
Total Paid for PERMITISSUANCE: $91:85 • $91.85
Description: TEMP POWER
Type: ELECTRICAL
Subtype:
Status: SUBMITTED
Applied: 12/16/2014 MFA
Approved:
Parcel No: 762440034 Site Address: 57615 CORAL MOUNTAIN CT,CA
Subdivision: TR 29963
Block:
Lot: 2
Issued:
Lot Sq Ft: 0
Building Sq Ft: 0
Zoning:
Finaled: '
Valuation: $350.00
Occupancy Type:
Construction Type:
Expired:
No. Buildings: 0
No. Stories: 0
No. Unites: 0
Details: PER 2013 CALIFORNIA BUILDING CODE
CONDITIONS
FINANCIAL INFORMATION
Printed: Tuesday, December 16, 2014 2:11:57 PM 1 of 2 C
EWLY SYSTEMS
DESCRIPTION
ACCOUNT
QTY
AMOUNT
PAID
PAID DATE
RECEIPT it
CHECK N
METHOD
PAID BY
ETD
BY
DESERT BAY
BSAS SB1473 FEE
101-0000-20306
0
$1.00
$1.00
12/16/14
R3229
DEBIT
CONSTRUCTION AND
MFA
DE
Total Paid forBUILDING STANDARDS ADMINISTRATION
$1.00'
$1.00
BSA:
DESERT BAY
TEMP POWER SERVICE
101-0000-42403
0
$24.17
$24.17
12/16/14
R3229
DEBIT
CONSTRUCTION AND
MFA
DE
TEMP POWER SERVICE
DESERT BAY
101-0000-42403
0
$16.92
$16.92
12/16/14
R3229
DEBIT
CONSTRUCTION AND
MFA
PC
DE
Total Paid forELECTRICAL:
$41.09
$41.09
DESERT BAY
PERMIT ISSUANCE
101-0000-42404
0
$91.85
$91.85
12/16/14
R3229
DEBIT
CONSTRUCTION AND
MFA
DE
Total Paid forPERM1T ISSUANCE:
TOTALS:
$91.85
$91.85
INSPECTIONS
SEQID INSPECTION TYPE INSPECTOR
SCHEDULED
COMPLETED RESULT
REMARKS
NOTES
DATE
DATE
ELECTRICAL FINAL"
PROJECTSPARENT
REVIEWS
REVIEW TYPE REVIEWER SENT'DATE DUE DATE RETURNED
STATUS
REMARKS
NOTES
R
:• • INFORMATION
ATTACHMENTS
Printed: Tuesday, December 16, 2014 2:11:57 PM 2 of 2
SYSTEMS
Bin #
Qt}/.Of La Quinto.
Building 8t: Safety Division
P.O. Box 1504, 78-495 Calle Tampico .
La Quinta, CA 92253 - (760) 777-7012
. Building Permit Application and Tracking Sheet
Permit #
Project Address: Cora !' M`OI&Af oo\ 6:+-
Owner's Name:
A. P. Number:
Address:rj (s M ►� G�,—
Legal Description: C-1'/� Z ��'T^ l '�'�► ��^s'�
�,�Y0�.1
, Zip:. LGA MYV\�K
City, ST %
Contr act r. SjTelephone:'
� >'��<>'><%%'``•>>�[
Address: —41770 Q 10lP(J1V-r -r r-r&f
Project Description: 0'-�
City, ST, Zip: R -'Wvs,
Tee ne-
I ho oz� a
�P
P �e z�
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State Lie. # : 3-;-o J
City Lie. #;
Arch., Engr., Designer:
Address:
City., ST, Zip:
Telephone:
cY:
Construction Type:Pe• Occupancy:an
State Lie. #:
ProJ'ect type (circlene):N w Add'n Alter Repairair Demo
Name of Contaet Person:
Sq. Ft.:
# Stories:
# Units:
Telephone # of Contact Person:
Estimated Value of Project: P22 C -lb ^
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
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.
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
Zed Review, ready for corrcctions/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Dccd
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for correctionsfissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fccs
Total Permit Fees
'A
r
Sladden _.Engineering
45090 Golf Center Parkway, Suite F, Indio, CA 922011760)"863.0773 Fax (760) 8634847
6782 Stanton Avenue, Suite A Buena Parts, CA 90621 (714) 5230952 Fax (714) 523-1369
450 Egan Avenue, Beaumont, CA 92223 (957) 84S-7743 Fax (9551) 845-8863
800 E. Florida Avenue, Hemet, CA 92543 (951) 76644 Fax (951) 766.8778
August 27, 2014 Project No. 544-14212
14-08-332
Mr. & Mrs. Mark and Mary Engler
- '
Project: Proposed -Custom Residence
57615 Coral Mountain Court
La Quinta, California
Subject: Geotechnical Update
Ref: Report of Supplemental Exploratory Test Pits prepared by Earth Systems Southwest
dated November 16,2005; File'No. 08589-08, Report No..05-11-795
Final Report of Testing and Observation During Grading prepared by Earth Systems
Southwest dated November 21;2005, File No. 08589-06, Report No. 05-11-801
As requested, we have reviewed the above:referenced-geotechnical reports as they relate to the.
design and construction of the proposed'custom.residence. The project site is located at 5615:
Coral Mountain Court in the City of La Quinta, _ California. It is- our understanding - that- the -
proposed residence will be a relatively lightweight wood -frame structure supported by
conventional shallow spread footings and concrete slabs on grade.
The subject lot was previously graded during the rough grading of the Coral Mountain project
site. The referenced reports indicate that grading included over -excavation of the native surface.
soil along with the placement of engineered fill soil to construct the building pad. Because the lot"
has been previously graded, the grading required at this time should be limited to moisture
-conditioning. and re -compaction of the weathered surface soil, In addition footing excavations.
should be observed to verify that they extend into compact engineered fill soil and to verify
adequate removal of tree roots and debris.
The referenced reports also include recommendations pertaining to .the construction of
residential structure -foundations. Based upon our review of the previousgeotechnical reports, it .
is our opinion' that the structural values included remain. applicable for the desi and
construction of the proposed residential structure foundations. CITY
Bu��p®p LA
SAFQl1IN
7
;. {��, DEPq
FOR CODS® V&D
V 2014 TR CT/01V
oarE.t _Z Z
C F
OF LA 6t11'R9'aa �� BY
Sladden
August 27, 2014 -2- Project No. 54414205
14-08-316
Because the lot has been previously rough .graded, the remedial grading required at this time
should be minimal provided that the building falls within the previously established .building.
envelope. The building area should be cleared of surface vegetation, scarified and moisture
conditioned prior to precise grading. The exposed surface should be compacted to a minimum of
90 percent relative compaction is attained prior to fill placement. Any fill material 'should be_
placed in thin lifts at near optimum moisture content and compacted to at least 90 percent
relative compaction.
The allowable bearing pressures recommended- in the referenced reports prepared by Earth -
Systems Southwest remain. applicable. Conventional shallow spread footings. should. :be:..
bottomed into properly compacted fill material a minimum of 12 inches below lowest adjacent
grade. Continuous footings should be at least 12 inches wide and isolated pad footings:should be .
at least.2.feet wide. Continuous footings and isolated pad footings should be designed utilizing
allowable bearing pressures of 1500 psf and 1800 psf; respectively. Allowable increases of 300 psf
for each additional 1 foot of width and 300 psf for each additional 6 inches of. depth may, be.
utilized if desired. The maximum allowable bearing pressure should be 2500 psf. The
recommended allowable bearing pressures may be increased by one-third for wind and seismic
loading.
Lateral forces.may be resisted by friction along the base of the.foundations and passivexesistance
along the sides. of the footings. A friction coefficient of 0.50 times the normal dead load:forces is
recommended for use in design. Passive resistance may be estimated using anequivalent fluid
weight of 300 pd. If used in combination with. the passive resistance, the.. frictional'resistance
should be reduced by one third to 0.33 times the normal dead load forces.
The bearing soil is non -expansive and falls within the. "very low" expansion category in.
accordance with 2013 California Building Code (CBC) classification- criteria. Slab thickness and
reinforcement should be determined by the. structural engineer. We recommend a minimum
floor slab thickness of 4.0 inches and minimum reinforcement of 93 bars at 24 inches on center
both directions. All slab reinforcement should be supported on concrete chairs to ensure that
reinforcement is placed at slab mid -height.
Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder
consisting of a'polyvinyl chloride membrane such. as 10 -mil Visqueen, or. equivalent.. All laps
.within the membrane should be sealed and at least 2 inches of clean sand should be placed over
the membrane to promote uniform curing of the concrete. To reduce the potential for.punctures, ..
the membrane should be placed on a pad.surface that has been graded.smooth without any sharp
protrusions. If a smooth surface can not be achieved by grading, consideration should be given to
placing a 1 -inch thick leveling course of sand across the pad surface prior to placement of the
membrane.
Based on our field observations and understanding of local geologic co
type judged applicable.to this site is So, generally described as stiff soil.
additional coefficients and factors relevant to seismic mitigation for new,
the 2013 California Building Code (CBC).
The
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.egory- ora.'s ctureAhay be:determined n With:Sect on 1613
oflh"e"''2-01�3-C�B,C.6r MCO.According.
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design seismic e
T-h -20f3:CBCSsism i6Design -.Parameters-are;
Ass,(Table 1618.3'.2).:b
g.,
Si (.igure:161-33'..1)-.0-604.
SnA . .(.Eq .. u .
SDS;(Equation 26'=39 {2/3 X .4) .
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iris 1.0.0
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:Seis Design;Category Y ..
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04. fef&6�'ret;ori th
undersigned::
S LA DDE N- E N GI i4tERI
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OR CONSTRUED
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ANDERSON'
BnAt,L--And
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Please; verify That<:soils reports cintain all: of•the�apove. information: In addition;:.to. assure
conitmuity:between'the investigat�onlreporfi : g stage --and the;ex.ecufior.
stag.e;;please use
the following checklist to.verify'that the: conclusions: and: reeomme► dations in # e report:
cotrer:all the required eiements: Only :then, can:we be:assuced Ghat the. construction
documents ::acl.dress;`all bf:the:site soil cohditions.
-U'..Q.uinta GObtQC1; fil *"' I Report Checklist
Does.the:":Conclusions::and.:Recommendations"section:of he r®port.'address.•.e.acf.of ttie
following ;criteria? ,
Address.: means:
a:. th'. .criterion: is:.consid red signif cant; and iinitigation meas.ure(s:): noted, ar
c> )
(b): the.'criterion i's:considered.insigi ificant and:explicitly so:stated:
Yes,
i\i10
Criterign _
D
,. ,. 9 P ty_ P
Foundation criteria Based upon 4earin . `:ca aci of .natural:ot com acted soil:..
.
D
Fouridat'iion :critetfa toItigate tl a effects.of expari iv.e soils.:
Foundation cr'iter a':based. u on beann '
:.....:... P....:..:::.....:..:..9 capacity:gf: natural::or. com acted $oil:
1
Foundation :criferia.t mitigate the effects of.;liquefaction:::
O
::Four.d;fo:mitigate:::.the effpcts.pf:seismically in:duced''differential
settlement:
D:
Foundation criteriaao:;mull , e:.the :effects.of lone-=terns►.differentiat_settlement .
Foundation criteria,ao:mifga#e alta effects :of varying soil:: trength:
D..
Foundation;criteriaao'rriitigate.;eXpected total,:and. tlifFerential:settlement:.
Arty
"No`'
answers:.toaile:aboe::checklistahouid::be: rioted as specific r'eq.ui e'
cotrections•. _. e /
WIND LOADS
ENCLOSED SIMPLE DIAPHRHAGM BUILDING
h<160 ft.
Engler Residence
57-615 Coral Mountain Court, La Quinta, CA 92253
1) Risk Category (ASCE 7-10, table 1,5-1, p.2) II
2) Basic Wind Speed (ASCE 7-10, table 26.5-1A, p.191a) 110 mph
3) Exposure Category (ASCE 7-10, 26.7, p. 195) B
4) Topographic factor Kzt (ASCE 7-10, 26.8-1,p.195) 1
5) Enclosure Classification (ASCE 7-10, Section 26.10, p.200) Enclosed
6) Net Pressure on Walls L/B (ASCE 7-10, table 27,6-1,p.222)
L/ B
WING h N/S E/W NOTES
Great Room/ Terrace 19'
44/51=0.9
51/44=1.15
Class 2 Building
Garage Wing 13.2'
56/138=1.4
138/56 =2.46
Class 1 Building
MBR Wing 13.2'
46/44=1.1
44/46=1
Class 2 Building
7) Basic Load Combination (CBC 2013, Equation 16-18, p.9) D + L + 0.6 wW
D+L+(0.6)(1.3)W
D+L+0.78W
M c C A L L U M / LTD -
PLANNING • E N G IN E E R ING
4 5- 1 9 0 C L U B DR IV E INDIAN WELLS, C A 9 2 2 1 0
(7 6 O) 3 60 -OZ 5 0 WALLIN G A R C H O A O L .COM FAX( 7 6 ❑) 3 60-07B
December 4, 2014
City of La Quinta
Department of Building and Safety
Re: Engler Residence
57-615 Coral Mountain
La Quinta, CA 92253
Gentlemen,
I have reviewed the truss calculations, and have found them to; be in compliance with the
drawings.
Yours truly,
John G. Walling, A.I.A.
JGW/j 1 s
RE' ,JED
DEC 0 8 2014
CITY ur LA QUINTA
COMMUNITY DEVELOPMENT
Cf LD/NG
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