07-2079 (SFD)1
P.O. BOX 1504
78-495 CALLE TAMPICO
'LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN: '
Application description
Property Zoninq:
Application valuation:
Applicant:
07-00002079-_�
81937 RUSTIC CANYON DR
764-280-999-56 -300237-
DWELLING - SINGLE FAMILY
M.E.DIUM HIGH DENSITY RES.
159387
T41Y 4z
t�'.Gf�,iCv
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
'Owner:
SHEA LA QUINTA
C/O JEFF MCQUEEN
DETACHED 8800 N GAINEY CENTER
srnTT.gnAT.F, A7 RS?SR
Architect or Engineer: (�-
LICENSED CONTRACTOR'S DECLARATION '
I here y affirm under penalty.of perjury that I am licensed under provisions of Chapter 9 (commencing with
Sectio 7000) o Division 3 of the Busines and Professi nals ode, and my License is in full force and effect.
r ris ,ss,,,
ss ! Li' seNo.: 672285
a ontractor:
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 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and ,
the structure is notintended 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 am exempt under Sec. , B.&P.C. for this reason
Date:
Owner:
CONSTRUCTION LENDING AGENCY -
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
LQPERMIT
Contractor:
SHEA HOMES, INC. .
81260 AVENUE 62
LA QUINTA, CA 9225
(760)777-6005
Lic. No.: 672285
350
J
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 7/17/07
u
AU 2 7 2V � !
`SOF QUify
SFAM �>,rrA
.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.
lr' 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 AMERICAN HOME Policy Number, 1247619
certify that, in the performance of the work for which this permitisissued, I shall not employ any
person m any m r so as to become sublec o the workers' compensation laws of California,
and agree that, f I sh Id be m ubject to h workers' compensation provisions.of Section
3700 of t L , I sha fort ith c it those provisions.
:te App"ca
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. -
if that I av read this application and statehet4he,abov ' formationis c ect. I agree to comply with all
city n o��('t or ances and state laws relati truct�p• n, and authorize representatives
of t r ours . e� er upon the above-mention;fo s tion pur osate: �� //////VVVVVV���,''ature (Applicant or Age
Application Number
.07-0.0002079
Permit
BUILDING PERMIT
Additional desc .
Permit Fee . . . .
849.50 Plan Check Fee
138.05
Issue Date
Valuation
159387 -
Expiration Date
1/13/08
Qty Unit Charge
Per :.
Extension }
BASE FEE
639..5.0
60.00 3:,5000
THOU BLDG 100, 00J:-500'.000'
210'.00
Permit . . .
MECHANICAL
Additional desc .
Permit Fee
65.50 Plan Check Fee
4.10
Issue Date
Valuation
0
Expiration Date
1/13/08
Qty Unit Charge
Per
Extension
BASE' FEE.
15.00
1.00 9.0000
EA MECH FURNACE <=10.OK,
9.00
1.00 9.0000
EA MECH B/C.<=3HP/100K-BTU
9.00"
4.00 6.5000
EA MECH VENT FAN
26.00
1.00 6.5000
EA MECH EXHAUST HOOD
6".50
Permit . .
ELEC-NEW RESIDENTIAL
Additional desc .
Permit Fee
89.84 Plan Check Fee
5.62 -
Issue Date
Valuation
0
Expiration'Date
1/13/08
Qty Unit Charge
Per.
Extension" -
BASE FEE
15.00
1773.00 .0350
..ELEC,NEW RES -.1 OR 2 FAMILY
62.06
639.00 :0200
ELEC GARAGE OR NON-RESIDENTIAL
12.•78
Permit . . .
PLUMBING
Additional desc .
Permit Fee . . . .
120.00 Plan Check Fee
7.50
Issue..Date-
Valuation
0`
Expiration -Date"
;1/13/08
Qty Unit Charge
Per,.:
Extension
BASE FEE
15.00 -
10.00 6.0000
EA PLB FIXTURE
60.00
1.00 15.0000
EA PLB BUILDING.SEWER
:15.00
- LQPERMIT
.. ..
-
a,
Application_Number . . . . . 07-00002079.
'.
Permit . . . . PLUMBING
Qty Unit Charge Per
Extension
1.00" 7'.5000 EA PLB WATER HEATER/VENT
7.50
1.00 3.0000 EAS PLB WATER INST/ALT/REP
3.00
6.00 .7500 EA PLB GAS PIPE >=5
4.50
1.00 15.0000 EA PLB GAS METER
15.00
.
Permit . . . GRADING PRRMTT
Additional desc .
Permit Fee 15.00 Plan Check "Pee
.00
Issue Date Valuation .. . .
. 0'
Expiration Date 1/13/08
Qty Unit Charge Per '
Extension
BASE FEE
15.00
--------------------------------
Special Notes and Comments
--------------
SFD - LOT 56, PLAN 4515C, 1773 SF.
WITH 4' GARAGE EXT. (103SF) & BOX BAY Q
NOOK(24.SF.). PERMIT
DOES NOT INCLUDE POOL, SPA, BLOCK WALLS
OR DRIVEWAY APPROACH. 75% REDUCTION TO
PLAN CHECK FEES DUE TO MULTIPLE
ISSUANCE OF SAME PLAN TYPE
2001 CBC, CMC, CPC, 2004 CEC, 2005.
ENERGYCODES '
- -----------------------------------------------------------
Other Fees . . . . . . ART IN.-PUBLIC PLACES-RES
20.00
DIF COMMUNITY CENTERS-RES
74.00
DIF CIVIC CENTER - RES
995.00
ENERGY REVIEW FEE,
13.81
DIF FIRE PROTECTION-RES
140.00
GRADING PLAN CHECK FEE
00
DIF LIBRARIES - RES
355.00
DIF .PARK MAINT FAC _,RES.
22.00
DIF PARKS/REC - RES
892.00
STRONG MOTION (SMI) - RES
15.93
DIF STREET MAINT.FAC-RES
67.00
DIF"TRANSPORTATION - RES
1930.00
Fee summary Charged Paid Credited.
Due
----------------------
Permit Fee Total 1139.84 .00, .00"
1139.84'
Plan Check Total 155.27 .00 .00
155.27
Other Fee Total ..4524.74 .00 0.0
4524.74
Grand Total 5819.85 .00 .00
5819'.85
LQPERMIT " •_
-
=� JCM Inspections —
39725 Garand Lane Suite F
_ w Palm Desert, CA 92211 _
INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS
COMPRESSION STRENGTH TEST RESULT.,
Client: Shea La Quinta, LLC Date: 12/2/07
Project: Trilogy @ La Quinta - Shea Homes Project No: 02-1109
60-800 Triolgy Parkway
La Quinta, CA 92253
Set ID Structure Age :)f Test Compression Strength
JCM ID Location Date Cast Cylinder ID (days) (psi)
Set A Phase 18C1 Lot #7056 Slab on Grade
273-916 Dining Room
8-16-07 Concrete
Required psi: 4000
8075 7 3140-
8076
1408076 28 4710
8077 28 4660
CERTIFIED: C
JCM Insaections supplies the service
of compression strength test results only.
Par ACTMC30
.1t
JCM Inspections
39725 Garand Lane Suite F
Palm Desert, CA 92211
INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895 INSPECTIONS
REINFORCED CONCRETE INSPECTION REPORT Dates: Noted Below
Project Name: Project No:
Trilogy @ La Quinta - Shea Homes 02-1109
Project Address: City:
60-800 Triolgy Parkway La Quinta, CA
Client: Sub-Contractor:
Shea La Quinta, LLC DCCCC
General Contractor: Architect: Structural Engineer:
Shea Homes for Active Adults Bassenian Lagoni Borm & Associates, Inc./ Suncoast Post Tensi
Slump (inches): Lt �,� Supplier: Superior
Time Sampled: �1 2 `5O 0.Mix Design: D83625P
Time in Mixer (min.): L� S Specified Strength (PSI): 4000
Water Added @ Jobsite (gals.):Addmixture: POZZ 322N
Concrete Temperature (F): VA Truck #: `1 )O Ticket #:
Ambient Air Temperature (F): j Field ID Marking: Set A - 4 cylinders
IBC
E]Title 24
Other:
Unresolved Items:
None
See Below
Location of Sample:��*1>
No Samples Taken
Description of Work Inspected: Phase Jl—Lot# Product .l Plan
` F NSTIC CAA YVM Z R .
1) Received mill certifications for rebar and tendons placed.
2) Typical exterior Footings including Garage Footings/Door (11,12,13/SD-1), Tie Beams (20/SD-1), Typical Interior Footir-gs/Rib including step (15,18/SD-1),
Seven Strand Tendons (4,10,12,13,16/SD-1), Simpson Strong Walls (24/SD-1), Anchor Bolts and Holdowns (6,7,8/SD-1), Pad Footings and additional
rebar placed as per these and as noted on �. J ` C� . uk �� G t 'cc P y. (, 60A
`details
J
Also, typical details 2, 3/SD-1 and Notes on SN-1 apply. Checked rebar for grade, size, placement, coverage and splices. Rebar and tendons were
securely tied and supported off the earth. Accepted for concrete placement.
1) The placement of concrete for areas noted above except Garage Interior Footing and Slab on Grade. Total cubic yards placed: approx
A mechanical vibrator was used to consolidate the concrete. Approved #4 rebar slab dowels were placed @ 18" o.c.
2) Molded 4 cylinders for compression tests with breaks at 7 days (1), 28 days (2) and one fog holding purposes.
1) The placement of concrete for Garage Interior Footings and Slab on Grade Total cubic yards placed: approx Verified correct mix design.
I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications applicable building laws. Final report issued at project completion.
Inspector: Jack C. Millin ICC Certification No-0842216-49
Contractor's Representative:
Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page , of
C
C
JCM Inspections
' 39725 Garand Lane Suite F
1 ME
Palm Desert, CA 92211
INSPECTIONS Phone: 760-345-5554 - Fax: 760-772-3895
INSPECTIONS
PRESTRESSED CONCRETE INSPECTION REPORT Date: %,r33 —6„-7
Project Name:
Project No:
Trilogy @ La Quinta - Shea Homes
02-1109
Project Address:
City:
60-800 Triolgy Parkway
La Quinta, CA
Client:
Sub -Contractor:
Shea La Quinta, LLC
Sun Coast Tensioning
General Contractor: Architect:
Structural Engineer:
Shea Homes for Active Adults Bassenian Lagoni
Borm 8t Associates, Inc./
Suncoast Post Tensi
Size and Type of Tendons: 1/2" Diameter Seven Strand Stress -Relieved Tendons
❑✓ IBC
❑ Title 24
Jack Machine Calibration: Received Sheet from Sun Coast -Gage Pressure in psi to Machine Load in kips
Other:
psi to 33.04 kips/33,000 lbs
T—
Unresolved Items:
Calibration Date: Machine # Q . 7 _ ��
_
F–] None
Phaselp Lot#'1()!;J, Product Plan u ��� ( rn
❑ See Below
0 1 _L S )���
, r ► -. , r,
Description of Work Inspected:
Actual Elongation (in)
Specified
Complies within 7% +/- of specified elongation.
Lot # Location Tendons Elongation (in)
Reference 11 h/SN2.
Yes No
Ll
�21 El
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1
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U,
El
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R1, El
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LA
j
❑
❑ ❑
❑ ❑
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I hereby certify that I have inspected all of the above work, unless otherwise noted, and to the best of my ability I have found this work to comply with the approved
plans, specifications _applicable building laws. Final report issued at project completion.
Inspector: Jack C. Millin ICC Certification No: 0842216-89
Contractor's Representative:
Copy 1 JCM Inspections Copy 2 Project Superintendent Copy 3 Governing Agency Page of