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LICENSED CONTRACTOR 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 Ind effect.
License # ' Lic. Class F/ Exp. Date
X 51Ft [ j f 1(113 U�
JD tae 'i I�. Signature of Contractogr
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am -exempt from the Contractor's
License Law for the following reason:
( ) 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 & Professionals Code).
( ) I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals
Code).
( ) I am exempt under Section , B&P.C. for this reason
Date Signature of Owner
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 & policy no. are:
Carrier MEAPT Policy No.
(This section need not be completed if the pell4mit valuation is for $100.00 or less).
() 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 t��/the wdrkers' compensation provisions of Section 3700 of the Labor
Coded shall,forthwith comply with those trro�isions.
Warning: Failure to secure Workers''Compehsation coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up to $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.
IMPORTANT Application is hereby made to the Director of Building and Safety
for a permit subject to the conditions and restrictions set forth on his
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 applicaton agrees to, & shall, indemnify
& hold harmless the City of La Quinta, its officers, agents and employees.
2. Any permit issued as a result of this application becomes null and void if
work is not commenced withiry 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 State laws relating to the building
construction, and hereby authori�,e representatives of this City tot enters upon
the above-mentioned property for 'nspection purposes. I /
Signature (Owner/Agent) -�'�•- .` Date
BUILDING PERMIT PERMI0304 45
DATE -7r -JA � VALUATION , �it!:MV, LOT ) 5 TRACT :11%4110_ iJOB
SITE
661 DEAN1'IIVE
ADDRESS 9: CO��.
APN 769 - toil •Q.)1
OWNER
CONTRACTOR / DESIGNER / EN (NEER
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PJ 11 t1.'. i:T CA 92261
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CITYLA
RECEIPT "'••• L -'
'DANE
BY
D E FINALED
INSPECT
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING
APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
v
Combustion Air
Roof Deck
Q
Exhaust Fans
O.K to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final
POOLS - SPAS
BLOCKWALL
APPROVALS
steel
.Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
:Underground Plbg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
— ' Q
Encapsulation
Gas Piping
Gas Test
-�
Appliances
Final
COMMENTS:
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
_
Utility Notice (Perm)
CERTIFICATE OF COMPLIANCE
Desert Sands Unified School District
47950 Dune Palms Road
Date 7/15/03 La Quinta, CA 92253
No. 24710 (760) 771-8515
Owner
Brittany Capital Corp
APN #
Address
12700 Hillcrest Dr. #15
Jurisdiction
City
Dallas, TX Zip 75230
Permit #
Tract #
28740-1
Study Area
Type
Single Family Residence
No. of Units
Lot #
Unit 1 16
Unit 2
Unit 3
Unit 4
Unit 5
Comments
No. Street S.F.
78661 Deacon Drive East 3444
Unit 6
Unit 7
Unit 8
Unit 9
Unit 10
Lot # No.
4���FIEDSc�o
Q BERMUDA DUNES h
En RANCHO MIRAGE t�
{� INDIAN WELLS
d•�PALM DESERT y
LA QUINTA
�%IN0 y�
O
769-180-021
La Quinta
1
Street
S.F.
At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/Walkways, residential additions under
500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking, eating or sanitation) or replacement mobile
homes. It has been determined that the above-named owner is exempt from paying school fees at this time due to the following reason:
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to
Education Code Section 17620 and Government Code 65995 Et Seq.
in the amount of $2.14 X 3,444 S.F. or $7,370.16 have been paid for the property listed above and that
building permits and/or Certificates of Occupancy for this square footage in this proposed project may now be issued.
Fees Paid By CC/Canyon National Bank - Curt Dunham Check No. 15147
Name on the check Telephone
Funding Residential
By Dr. Doris Wilson
Superintendent
Fee collected /exempted by Sharon McGilvrey
0- n i e . <
Signature
C'
Payment Recd
$7,370.16
So.00
Over/Under
NOTICE: Pursuant to Government Code Section 66020(d)(I),%q!sYiflserve to notify you that the 90 -day approval period in which you may protest the fees or
other payment identified above will begin to run from the date on Which the building or installation permit for this project is issued, or from the date on which
those amounts are paid to the District(s) or to another public entity authorized to collect them on the District('s) behalf, whichever is earlier.
NOTICE: This Document NOT VALID if Duplicated
Embossed Original - Building Department/Applicant Copy - Applicant/Receipt Copy - Accounting
05/27/2003 08:28 7603469918 DRM rant n�in�
Tradition
Mr, and Mrs. Bob Clements May 27, 2003
C/o Brittany Capital Company, Inc.
12700 'Hillcrest Road, Suite 150
Dallas, TX 75230
Re: 78661 Deacon Drive East
Bear 1, ir, and Mrs. Clements,
The Tradition Architectural Committee has reviewed your second sutl)mittal of
construction drawings for your home on Deacon Drive East. The plans were 4proved
subject to the following comments:
1. On the grading and drainage plan, you will need. to show the actual mvised
contours not just lines with plus numbers indicating fill areas. This :elan must
show existing and proposed final contours.
2. On the electrical plan, the Werior fixtures on the side yards must Jure
concealed filaments. The fixtures submitted show exposed filamews, Please
submit a different fixture for the side yards,
3. Please subinit hardscape materials, finish and colors when chosen.
4. The f'rorit y" lighting must be noted to be photocell. on/off The re mai;nder
of the lighting may be switched at the owzrers discrection.
5. The -palm tree shown in the rear view triangle to the east of the MCI area will
need to be removed.
6. The palm will need to be moved to the west of the spa toward the h: ruse to be
placed between the house and spa and out of the view triangle.
7. Please delete the reference to gravel being placed on planters with,izi the front
yard. This requirement has been elirninated.
8. A $5,000.00 construction performance deposit is required prior to tl:Ie onset of
construction. Please make this check payable to: Traditi+7n Community
Association.
The Association approves construction to begin once the construction perfom],Vace
deposit is received. The'other items will need to be addressed prior Ito the setback
inspection for this home. Thank you for your submittal and patience: in our review of the
material.
Sincemly,
The Tradition Architectural Committee
Tradition Community .,U- sociaation
cc: BBG Architects
Randy ;Purnell
DESERT RESORT MANAGEMENT
POST OFFICE BOX 4772 - PALM DESERT, CALIFORNIA 92261-47-1-2
73-�50 ALESSANDRO, SUITE S • PA -UA DESERT, CALIFORNIA 92240
NONE (760) 346.1161 4 FAX (760) 346.9918
m
ESI/FME, Inc.
Sheet 16
STRUCTURAL ENGINEERS
Date 6-02-03
JN. 303-3575
' TRADITION -LOT 16 / BRITTANY CAPITOL
LA QUI NTA, CA
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,_/� nn_ N� CITY OF LA QUINTA SUB -CONTRACTOR _LIST ► n
_JOB ADDRESS �PI `meq PERMIT NUMBER OWNER BUILDER' N�1 �y I 1d�..c
This orm shall be posted on the lob with the Building Inspection Card at all times in w -! 0,,;y pws s appearing on this list or their employees are authorized to work
on this inh e�� ��_ ;c ;;,x� m�,L ua approves by the Building Division prior to commencement of work. Failu a to comply will result in •a stoppage of work and/or the voidance
of building ermit. For each applicable trade, all information 'requested below must be completed by applicant. `On File' is not an acceptable response.
'Trade ! Classification Contactor'-'=' State Contractor's License
CONCRETE (C-81
C�C!
Workers Com ensatJori'Irisinariee
Clt Business
_
Company Name
Clsssl(icadon
License Number
Exp. Date Carrier Name
Policy Number
1
Number
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(e.g.A. 8. C-81
Ixxxxxxl
Ix I 1xx) (e.p. State Fund. CalComp)
(Format Varies)
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PLUMBING (C-36)
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LATH. PLASTER (C-35)
DRYWALL (C-9)
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HVAC IC -201
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ELECTRICAL (C-101
ROOFING (C-39)
SHEET METAL (C-431
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SEWAGE DISP. (C-42)
PAINTING (C-331 w
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Apr O1 03 12:52p sladden palm desert 760772 3895 p.1
t.
SLADDEN ENGINEERING
(760) 772-3893 (760) 77273895 FAX
FACSIMILE TRANSMITTAL SHEET"
FROM:
/�,>✓ �'rc,✓ ' L • ti Brett Anderson/jo-. 1✓ . 5��
COMPANY: DATE:
y- /- 03
FAX NUMBER: TOTAL NO. OP PAGL-'S INCLUDING CUVGR:
7/y 63:5-28/' y
PHONE NUMBER: SENDER'S REVS -11E" -NCC Nuwra:
-71y 83.5-2800 `.
RL•: YOUR I(F.FI RENCE NUMUL•R: .
❑ URGENT ❑ FOR RLV[rW ❑ PLEA$13 COD4MENl' ❑ PLLASG REPLY ❑ PLL'A$i: Il1'(C1'CL1;
rt /
7�"
9-7 w�
39-725 GARAND LANE, SUITE C
PALM DESERT, CALIFORNIA 92211
Apr 01 03 12:52p sladden palm desert 760 772 3895 p.2
Ref: I. Report of Observations and Testing During Rough Grading prepared by Sladden
Engineering dated July 30, 1997, Project No. 522-6138-G 1.
2. Geotechnical Update prepared by Sladden Engineering dated December 12, 1996,
Project No. 544-6130.
As requested, we have reviewed the above referenced geotechnical reports as they relate to the
design and construction of the proposed single-family residence. The project site is located on
Lot 33 gl'Tract 28420-1. along Peerless Place within the Tradition Golf Club development 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 previoutily graded during the rough grading of the Tradition project site. The
rough grading included overexcavation of the native surface soils along with the placement of
engineered f ll. material to .construct the building pad and adjacent lots... The site grading is
summarized in the referenced Report of Observations and Testing During Rough Grading along
with the compaction test results.
The referenced reports include recommendations pertaining to the construction of residential
structure foundations. Based upon our review of the referenced reports, it is our opinion that the .
structural values included in the referenced grading report remain applicable for the design and
construction of the proposed residential structure foundations. o
Because the lot has been previously rough graded, the remedial grading required at this time
should be minimal. The building area should be cleared of surface vegetation, scarified and
moisture conditioned prior to precise grading. The exposed surface should be compacted so that
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.
Apr 01 03 12:53p sladden palm desert 760 772 3895 p.3
Allowable Bearing Pressures: The allowable bearing pressures recommended in the referenced
grading report 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 foutings should be designed utilizing allowable
bearing pressures of 1500 psf. An allowable increase of 200 psf for each additional 6 inches of
depth may be utilized if desired. The maximum allowable bearing pressure should be 3000 psf.
The recommended allowable foundation bearing pressures may be increased by one-third when
considering wind and seismic loading.
The bearing soils are non -expansive and Kali within the "very low" expansion category in .
accordance with Uniform Building Code (UBC). classification criteria. Pertinent 1997 U13C
Seismic Design parameters are summarized on theattached data sheet.
If you have questions regarding this letter or the referenced reports, please contact the
undersigned.
Respcetfully submirted,
SLADnrN ENGINEERING
Brett l,. Anderson
Principal Engineer
SER/pc
RPr 01 03 12:53p sladden Palm desert 760 772 3895 P.4
1997 UNIFORM BUILDING CODE rNFORMATION
The Intcrnational Conference of Building Officials 1997 Uniform Building Code contains
substantial revisions and additions to the earthquake engineering section in Chapter 16. Concepts
contained in the code that will likely be relevant to construction of the proposed structures are
sunrnnarized-below.
Ground shaking is expected to.bc the primary hazard most likely to affect the site, based upon
proximity to significant faults capable of generating large earthquakes. Maj01- fault zones
considered to be most likely to create strong ground shaking at the site are listed below.
Fault Zone
Approximate Distance
From Site
Fault Type
(1997 UBC
San Andreas
13 km
A
San Jacinto
30 km
A
Based on our field observations and understanding of local geologic conditions, the soil profile
type judged applicable to this site is So; generally described as stiff or dense soil. The site is
located within UBC Seismic Zone 4. The following table presents additional coefficients and
factors relevant to seismic mitigation for new construction upon adoption of the 1997 code.
Sladden Engineering
Near -Source
Near -Source
Seismic
Seisinic .
Seismic
Acceleration
Velocity
Coefficient
Coefficient
Source
Factor, Na
Factor, N,.
C,
C„
San Andreas
1.0
1.1
0.44 N,
0.64 N,.
San Jacinto
1.0
1.0
0.44 N;, j
0.64 N�
Sladden Engineering
Mc GEE SUR VEYING, INC.
79-301 Country Club Dr., Ste. 102 — Bermuda Dunes, CA 92201
Phone (760) 345-3828 — Fax (760) 772-5705
August 1, 2003
City of La Quinta
78-495 Calle Tampico
La Quinta, CA 92253
Re: Pad Certification — Lot 16, Tr. 28470-1
Pursuant to your request a field survey was conducted on the above referenced project to
determine the vertical location of the building pad. The above mentioned was found as
follows:
LOT ADDRESS PAD (DES) PAD (FIELD)
16 78-661 Deacon Dr. East 38.0' 38.0'
A.
Sincerely,
LS SM
30 !i 4 -
Wayne A. McGee
L.S. 5479
ESI/FM E,Inc.
STRUCTURAL ENGINEERS & CONSULTANTS
FIELD REPORT -79�)C.
/ >> ,
SITE VISIT NO.: O N E
PROJECT:
"TRADITION - LOT 16"
BUILDER .:
BRITTANY CAPITAL CO.
LOCATION:
La Quinta, California
ARCHITECT:-
BBG ARCHITECTS
ATTENTION:
Kirk Durham with Easton Builders
DATE
Dec. 04, 2003
PROJECT NO
203-3575
CLIENT NO:
BBG
r FILE NO
3575FR1
SHEET NO :
1 OF 4
PROJECT SUMMARY
SITE -Single Family house is situated in a semi -developed area.
Field Observation on Dec. 2, 2003 with Chuck from Tandem West
FIELD OBSERVATION
The following structural items were observed and need to be addressed:
For location .and clarification of items, refer to photo reduction of framing
plan on following sheet.
ITEM
General
1 Provide. 5/8" dia threaded rod with. Simpson Set Epoxy Tie embedded 4 1/4" into
foundation for missing anchor bolts or 5/8" dia. Kwik bolts with min. 2 374" edge distance
from edge of slab.
Garage and Service Room:
2 Shear panel at left side of Garage: Add shear panel #11 on inside where electrical
panel eliminated shear panel.
3 Shear wall at rear of garage: Provide shear transfer per Detail R-4/SD1.
4 Right side of Garage: Add Simpson H1 to end of drag truss at two locations. Refer
to reduced framing plan on following sheet for location.
5 Roof Break over Garage: Provide Simpson A35's @ 48" o.c. from top chord of truss to
2x ledger at lower roof.
6 Right side of Golf Garage: Provide CS16 strap per Detail C1/SD2.
7 Left side of Service Room: Add Simpson A35F each side of header to post at one end,
due to trimmer not extending -to foundation.
Entrv,Living Room, Dining Room, Nook,Loggia, and Kitchen:
8 Over Kit: Provide plywood ceiling after inspection.,
9 Hardy Panels at rear of Dining Rm: Add (4) Simpson LTP4 from solid block to beam
above on each side [total (8) LTP4's] on each hardy panel.
1800 E. 16th Street, Santa Ana, CA 92701 (714) 835-2800 Fax (714)'835-2819
E.SI/FME,Inc.
STRUCTURAL ENGINEERS & CONSULTANTS
FIELD REPORT
PROJECT: "TRADITION - LOT 16" DATE. Dec. 04, 2003
BUILDER BRITTANY CAPITAL CO. PROJECT NO 203-3575
LOCATION: La Quinta, California SHEET NO : 2 OF 4
10 Over Kit: Provide holdown straps per Detail X1.b/SD2
11 Front of Kit and Entry at High Roof: Provide shear blocks at 48" o.c per Detail Q1/DS2
along the inside wall.
12 Shear wall at left side of Loggia: Add Simpson ST6224 from post to beam per Detail L
/SD1.
1.3 Front of Entry Porch: Add two more Simpson A35's to block with strap from Golf Cart Gai
MBR, MBA, BR#3, Casita, and BR#2
14 Over MBR: Add Simpson MST48 from beam to drag truss per Detail Y1/SD2.
15 Wall at rear of MBA shower: Add Simpson A35's at 8" o.c. over wall per Detail R-4/SD1.
16 Hip Truss over MBR: Provide hanger for hip truss.
17 Shear wall at rear MBA: Provide Simpson A35's at 8" o.c. per R-4/SD1.
18' Over BR#3 & MBA: Provide straps per Detai D1/SD2 at lower roof to wall.
19 Right of Casita Bathroom: Add Simpson A35F from header to king post on each side at
one end, due to trimmer not extending to foundation.
20 ' Shear wall at right side of BR#2 Bathroom: Add Simpson HTT16.
21 Shear wall in front of Casita: Add (2) 10d nails every foot along the panel edges and
boundary, since 8d nails were used in lieu 10d common nails.
22 Drag Truss in Front of Casita: Provide Simpson H7 from wall to drag truss.
23 Entry into Casita: Provide Simpson H2.5 or ST22 from drag truss to wall at each end.
DISCLAIMER: THIS WAS A WALK-THRU REVIEW. WE DID NOT INSPECT THIS
BUILDING. OUR OBSERVATION WAS ONLY FOR OBVIOUS PLAN OMISSION. A
DETAILED AND COMPLETE REVIEW WAS NOT PERFORMED.
ISSUED B
gFESS�
�ti�
ESI / F d
COPIES TO:
STRU
'� T S
(3)
EASTON BUILDERS
BY: �Q
z
(fax)
Attn: Kirk Durham
P.
(1)
BBG ARCHITECTS
Attn: Anton Marinkovich
Danny
_ P
Street, . Santa Ana, CA 92701 • (714) 835-2800 • Fax (714) 835-2819
TRADITIO=-
LA QUINTA, CA
ESI/FME, in.c.
STRUCTURAL ENGINEERS
3RITTANY CAPITAL CO.
Sheet
Date 12 -04 -
JN. - 303-35
....... .... . ...... ...
77 f 6