SFD (0110-193)77265 Loma Vista
0110-193
°','`•, `L, LICENSED CONTRACTOR DECLARATION
/ l'hereby.,affi6m 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 and effect.
r. License # z Lic. Class Exp. Date
r 783503 • Lt1
/Date LA n /?j L• Signature of Contractor +% • i
k
OWNER -BUILDER DECLARATION ,
4 hereby affirm under penalty of perjury that:l am exempt from the Contractor's
License Law'for the following reason: 1
( ) 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. 70,44, Business & Professionals Code).
( ) I, at owner of the property, am exclusively contracting. with licensed
contractors to construct the project (Sec. 7044, 'Business & Professionals
Code) k . .. .
O IBM`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 4he 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
Sdction 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:.
Cartier F tlrlt! ".f Policy No.
(This section need not be completed if the permit 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 anyperson in any manner so as to become subject to the
workers' compensation laws of California, and^agreejthat if I should become
subject to the workers' 'compensation,provisions of Section 3700 of the Labor,
Code, I shall forthwith comply with those provisions.
Date: f "n- Applicari t '` /
W "
V, , y i
Warning: Failure to secure Workers' Compensation 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 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'. 1 agree to comply with all City, and. State laws relating to the building
construction, and hereby authorize representatives of this City to enter upon .
the'above-mentioned property for fihspection purposes.
Signature (Owner/Agent) A}aA"'1j* / I/ Dat e l>4•--
I i`,
..._ IT BUILDING PERMPERMIT#
DATE VALUATION l LOT` TRACT.
... <<a4, e F 7.`
SLN.,?13AN .L;T
JOB SITE -
APN
ADDRESS Y1"er1o`A.$1 ti iwR•
a + -.:
OWNER 7.
CONTRACTOR/DESIGNER/EN (NEER
R(YBMT).' &.5f"461
310, K12N.I.W.AA
VITT
-166
PO BCXI
ui f 'aioA?° , C A 92253
Y.AQUWTA. € k. -922-n
00)564.-4832. C'.i3XA 3237
USE OF PERMIT a 4
x.
`?m a finR i, A"IE'cs tom' 1F UI1Pz d7,t h `b t l s Ft"lt7lr OR 1),R1V1,?WA r
APMOACK _410 CODE
CUS 0.M f`C3qti44°)1kUC".!'1016 S1,021100 ,".ET
,
dP- ,HJP.AT,10 1,67no sf
. .
(IAP1A0r. !AFt'.P0" Tr v
.tet
1,,S1, W1XD LK)ST CW COFNIMICiM
134,137M
d"6g11Tgy9 y8WAARY
CWU'.f)WUJOIN l tc,IE 10'1-000-4184.1'00 &1,p1' w
PLAN -CHECK EE lu'lYdi t`1- ,3 1$ +51! -1,4'59.30
s1ai`Iila??+;3s!`!' _411 00.pt
14$I±.ti1'maIlan, fpfu!.'', 101 wo-421 ibo"1 $19.1.50
PAC7't •,ICIAi, sFp±rk 101-000-420.000 $2643f
i°.1,.V..twilma FEF. 101-000-419-00() $2V.00
t3.41
ORADIT40P01-0-W3-0
DUYJOi%R IMPACT AwL a:✓ Le d
AR -T IN PcrP,IX PLA.C90 -. TLI:;8IE: 270-OM445-000 $3€15.34
1
Tk!°`, 11' ea'i ,jln lil.4tu
SOTAL a'tPIUMM YCi`YS WE MAN
'JAN
90 Z 02
J
•'
i p p p c
INSPEC
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING
APPROVALS
MECHANICAL APPROVALS
Set Backs
—
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
►- Gr
Exhaust Fans
O.K. to Wrap
F.A.U.
Framing
Yoe,
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
Sewer Connection
3 _ p/ L
Pool Cover
Encapsulation
Gas Piping
Gas Test
3 -
Appliances
Final
COMMENTS- z • ,
-
3Y,y1B FC, E ¢-5—o
Final
jrJL l f 7/(211
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
p
Final
Utility Notice (Perm)
_
. Desert Sands Unified School District
47-950 Dune Palms Road
Notice: La Quinta, CA 92253 ;
Document Cannot Be Duplicated 760-771-8515
CERTIFICATE OF COMPLIANCE
Date 1/30/02 APN# 658-200-007
No. 22879' Jurisdiction La Quinta
r
Owner NameRobert & Nancy Sparling • Permit # 0110-193
No. 77265' Street Loma Vista Log #
city La Quinta Zip 92253 Study Area
Tract # 25237 Lot # 25 Square Footage 5021 •
Type of Development Single Family Residence No. of Units 1
Comments
Custom Construction 5021 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 or replacement mobilehomes. It
has been determined the above-named owner is exempt from paying school fees at this time due to the following reason:
o
EXEMPTION NOT APPLICABLE
This certifies that school facility fees imposed pursuant to Government Code 53080 in the amount of .
2.05 X 5,021 or $ 10,293.05 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/Bank of America - John Read
Telephone .760-771-1761
• Name on the check r,
By Dr. Doris Wilson'
Superintendent .fry N
Fee collected /exempted by Nicola Wong Payment Received
$10;293,05 ,
• ' '' 11 Check No. 403630249
Signature
INOTICE: Pursuant to Assembly Bill 3081 (CHAP 549, STAW1996) this will serve to notify you that the 90 -day approval period in which you may protest the fees or other payment identified I
above will begin to run from the date on which the building or installation permit for this project is sssued or on which they are paid to the District(s) or to another public entity authorized to
collect them on the District('s)(s') behalf, whichever is earlier.
Collector: Attach a copy of county or city plan check application form to district copy for all waivers.
Embossed Original- Building Dept./Applicant Copy - Applicant/Receipt Copy - Accounting
Jan-29-02 15:44 Andrzej Weber,Avchitect 760 340 9502 P.01
r
SoOrt
nagement
January. 25,2002
. i
mr. P-,,)bcri Dunlop do Nancy. Sparling
2151';,:--urest Ave: S.E.
lviercer.1sland, WA 96040 .
JE: 77-265 Lorna Vista 1 Lot #25
-Derr Dunlop/Sparling:
The i nclave MountainEstate-,Aachicectural Review Go=wnee.and the.B.oard of
Dir.ctors has reviewed your final subrnittal of drawinEc and has approved the package'.
For your convenience a copy of the "In Progress Building Review Inspection Form" is
enc loscd to kistreamline your four= (4) onsite ippections nccdcd during.the.buiiding.
ProctIss.
Thuik you for your cooperation and patience during the review process. Good luck with
the: cosm.uction of your new hone.
Saic!.rely,
(Car<1I. Calhoun, Property Manager
For the Architectural Review Committee .
Ernelave Muuutain Estates Homeowners. Association.
C(-: Andrzej Weber, Architect Fax: 340-9501,
• r
Professional Community Maoagcment ! Duan Resort Mattegetnent
post Office Ben 4772 • Palm Dcsen, CA 92261-4772
73-550 Alessandro,.Suite 3`_ paw Desert, C lifomia - (760).346-1161 • FAX (760)3.46-9919,
GO UVIS ENGINEERING
CONSULTING GROUP, INC.
E-MAIL TO • SUPPORT@GOUVISGROUP.COM • SALES@GOUVISGROUP.COM
October 2, 2002
Southern Hills Development, Inc.
55-161 Southern Hills
La Quinta, California 92253
Attn: Jeff Read
Re: Lot 25 Dunlop/Sparling
Follow=up to Walk-through
G.E.C.G. Job No.: 60025
Dear Mr. Read:
A
We have observed the building in its framed condition prior to installation of drywall and
stucco. We have observed the structural requirements that are visible and accessible
during construction at the time of our site visit. (Exclusions are items such as: size of
footings, reinforced steel in the foundations, roof and top plate splice connections and
roof sheathing).
Gouvis Engineering Consulting Group, Inc. believes that the as -built construction at the
time of our visit is in general conformance with our structural plans and relevant
correspondence issued by our office relating to the above referenced dwelling with the
exceptions of the items on the walk-through list provided to the homeowner
representative.
This report is understood to be an expression of professional opinion by this engineer,
which is based on his best knowledge, information and beliefs. As such it consists of a
report for structural elements (as outlined above) only and is neither a guarantee nor a
- - _ - . _ _
warranty, expressed or implied for other trades or iequirements of subject dwelling. -
Respectfully Submitted
CONSULTING GROUP, INC.
Hanie Vinoya
Project Manager
ZfF` r , /11 0 C T ®3 2nn.
GOUVIS ENGINEERING GROUP OF COMPANI ,1 . ICES W: WEB -SITE. WWW.GOUVISGROUP.COM
4400 CAMPUS DRIVE, Sulrr A * NEWPORT BrACH, CALIFORNIA 92660 * (949) 752-1612 * FAX (949) 752-5321
2150 EAST TAHOUI77 CANYON, SUITE 9 * PALM SPRINGS, CALIFORNIA 92262 * (760) 323-5090 * FAX (760) 325-2863
FIELD OFFICES * VN DIEGO * PLEASANTON * INTERNATIONAL OFFICE: VIETNAM
G O U VIS ENGINEERING
CONSULTING GROUP, INC.
E-MAIL TO • SUPPORTJGOUVISGROUP.COM • SALES@GOUVISGROUP.COM
n
May 14, 2002
Southern Hills Development, Inc.
55161 Southern Hills
PGA West
La Quinta, CA 92253
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
Attn: Jim Avenell DATE
Re: Dunlop Residence
Masonry Fireplace Footing
GEGC: 60025
Dear Mr. Avenell:
Pursuant to your request regarding the above captioned project, per our phone
conversation on 5/10/02, we submit the following:
Follow the attached partial foundation plan and detail `B" for the masonry fireplace
footing over the existing footing at the left of the great room.
Note: Please verify the above with the building department prior to construction.
If you have any questions, please do not hesitate to contact this office.
Sincerely,
MAY 15 2002
.OUP, ID
GOUVIS ENGINEERING GROUP OF COMPANIES WITH OFFICES IN. WEB -SITE: WWW.GOUVISGROUP.COM
4400 CAMPUS DRIVE, SUITE A * NEWPORT BEACH, CALIFORNIA 92660 * (949) 752-1612 * FAX (949) 752-5321
2150 EAST TAHQU/Tl CANYON, SUITE 9 * PALM SPRINGS, CALIFORNIA 92262 * (760) 323-5090 * FAX (760) 325-2863
FIELD OFFICES * SAN DIEGO * PLEASANTON . * INTERNATIONAL OFFICE: VIETNAM
A'.
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on Settings Screen to change
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special title information
& company logo
CANTILEVERED RETAINING WALL DESIGN
Date: 05/13/02
goad r
Page: t/
WALL & FOOTING DATA
ert
0.00 in
VERTICAL LOADS
=
0 plf
LATERAL LOADS
Lateral Load Acting on
Key Width =
Toe to Key Dist. =
Retained Height =
0.50 ft
8.00 ft
Axial DL on Stem
Axial DL on Stem =
0 pif
Stem Above Soil -
2 sf
1.00 ppif
Wall Ht. above Soil =
Toe Width =
1.00 ft
....Eccentricity =
=
0.00 in
psf
0.0 p
-
Add'I Lateral Load -
Dist to Load Start =
0.00
ft
0.00 ft
Heel Width =
1.67 ft
2.67 ft
Surcharge over Toe
Surcharge over Heel =
0.0 psf
Dist to Load End =
0.00 ft
Total Footing Width =
Footing Thickness =
12.00 in
Note: Toe Surcharge Resists Overturning
0 nin
Backfill Slope
Passive Press.
-
=
Key Depth =
0.00 in
Note: Heel Surcharge Resists v ur g
SOIL DATA
ADJACENT FOOTING
Key Width =
Toe to Key Dist. =
0.00 in
0.00 ft
Allowable Bearing -
1500 psf
35.0 pcf
P
=
Vertical Load -
Load Eccentricity
0.0 #
0.00 ft
SLIDING CHECK
0.30
Active Lateral
Press.
-
0.0 pcf
Footing Width -
0.00 ft
Ftg/Soil Friction _
Soil to Neglect =
0.00 in
.....Max
.....Slope Press.
-
0.0 pcf
0.0 :1
Ftg. CL to Wall
Vert. Position of Ftg.
0.00 ft
Lateral Pressure =
207 #
338 #
Backfill Slope
Passive Press.
-
=
300.0 pcf
AboveBelow:[+/-] =
0.0 ft
- Passive Pressure =
=
321 #
Soil Density
=
110.0 pcf
Spread Footing
No
Friction
- Friction Force Required =
0.0 #
Soil Ht over Toe
=
6.00 in
FOOTING DESIGN
SUMMARY
Pressure @ Toe =
1516.9 psf
P
Soil Press. Mult.
Toe
2124
Heel
0
f'c -
=
Fy
2500 psi.
40000 psi
Pressure @ Heel =
=
0.0 psf
1500 psf
By ACI Eq 9-1 =
Mu -Upward =
811
psf
0 ft-#
Min. As Percent =
0.0012
Allowable Press.
Ecc. of resultant =
10.35 in
Mu -Downward =
144
144 ft-#
Omit SP Under Heel ?
Toe Heel
No
Max. Shear @Toe =
psi si
Mu -Design =
668
-144 ft-#
# 4 @ 19.61 17.54 in o%
Max. Shear @ Heel =
=
-0.53 psi
85.00 psi
One -Way Shear:
Actual
4.6
0.5 psi
# 5 @ 30.39 27.19 in o/c
Allow. Ftg Shear
.
Allowable -
85.0
85.0 psi
# 6 @ 43.14 38.60 in o/c
Factors of Safety:
1.55 :1
Cover over Rebar _
3.50
2.50 in
# 7 @ 48.00 48:00 in o/c
Overturning =
=
3.18 :1
'd'
8.50
9.50 in
# 8 @ 48.00 48.00 in o/c
Sliding
_
Ru = Mu/bd"2 -
10.3
1.8 psi
# 9 @ 48.00 48.00 in o/c
SUMMARY OF FORCES & MOMENTS
Overturning Moments
Resisting Moments ft#
Origin of Force...
#
ft
ft-#
#
Active Soil Press. =
39.4
0.50
0
19.7
0
0
55.0
0 0
2.17 119.2
Soil over Heel =
=
0
0.50
-19.7
55.0
0.50 27.5
Soil over Toe
-39.4
0
0
0
0.0
0.00 0.0
Sloped Soil @ Heel =
0.0
0.00
0.0
0.0
0.00 0.0
Adjacent Ftg. Load =
0
0
0.0
0.00 0.0
Surcharge Over Heel =
0
0.0
0.00
0.0
p 0
0.00 0.0 '
Surcharge over Toe =
0.0
0.00 0.0
Axial Load on Wall =
0
168.0
5.50
924.0
0
0 0
Load @ Proj. Wall =
0
0
0
561.0
1.33 748.0
Averaged Stem Ms. =
0.0
0.00
0.0
0
0 0
Added Lateral Load. =
0
0
400.0
1.33 533.5
Footing Weight =
0
0
0
0.0
0.00 0.0
Key Weight =
0
Vertical Component
0
0,
0
0.0
0.00 0.0
of Active Pressure =
Totals =
168.0 #
924.0 ft-#
1071.1 #
1428.2 ft-# 1
Resisting Totals Used For Soil Pressure
1071.1 # . 1428.2 ft-#
(Vert. Component of Active Pressure Removed) (continued on next page....)
GOUVIS ENGINEERING CALIFORNIA, KW0602276
'Cliftse "Title Block" menu item "Or?.,L r
,or,' Settings Screen to. change
these five Imes to your own ` ✓ lel
special title information
& company logo Date: 05/13/02 Page: 5
CANTILEVERED RETAINING WALL DESIGN
(.....continued) +
STEM SUMMARY
Top Stem: From 0.00 ft to Top of Wall
8.00in Masonry w/# 5 @.16.00in, d= 3.81 in
f'm= 1500.Opsi, Fs= 20000.Opsi
LDF= 1.33, n= 25.78
Partially Grouted, No Spec. Insp.
Wall Wt.= 66.00psf, Bar Embed= 6.Oin
Mactual = 756.0 <= 823.8ft-#
Vactual = 2.41 < = 22.33psi
Interaction Value= 0.918
a' C.M.U.
a
50, 16"
•4 Q 24" Horiz
HEEL (top) : 'r 5 ( " O.C.
TOE (bot) 5 4 " O.C. a
a 4 HORIZ. AS SHOWN
f 3
nnuvls FNGINFFRING CALIFORNIA. KW0602276
GO UVIS ENGINEERING
G R O U P .O F C O M P A N I E• S
DATE:
` I PAGE OF
PROJECT NAME: IDLI VA ° JOB #:
LOT # -11;' PLAN # CLIENT NAME: nv
NOTES: W.T. PERSONNEL: ✓
❑ INTERIOR 0 EXTERIOR p FOUNDATION ❑ ROOF TERIOR & EXTERIOR ONLY O RE -WALKS
Superintendent Name Signature
Time In Time Out
GOUVIS ENGINEERING GROUP OF COMPANIES WITH OFFICES IN:
4400 CAMPUS DRIVE, SUITE A • NEWPORT BEACH, CALIFORNIA 92660 • (949) 752-1612 • FAX (949) 752-5321
2150 EAST TAHQUITZ CANYON, SUITE 9 • PALM SPRINGS, CALIFORNIA 92262 • (760) 323-5090 • FAX (760) 325-2863
FIELD OFFICE: PLEASANTON (510) 206-9159
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■[t■■ !■■l ltsi■■!■L 11 1 i7 e■■'
!■ISA!■ J
Item.. ......
installation not.complete. Complete installaflon'of Item -as shown.6n theapproved plans
®Item
not visible. Unable.to determine
. plans.c Newport Beach Office 1.800.GOUVIS8,
Superintendent Name Signature
Time In Time Out
GOUVIS ENGINEERING GROUP OF COMPANIES WITH OFFICES IN:
4400 CAMPUS DRIVE, SUITE A • NEWPORT BEACH, CALIFORNIA 92660 • (949) 752-1612 • FAX (949) 752-5321
2150 EAST TAHQUITZ CANYON, SUITE 9 • PALM SPRINGS, CALIFORNIA 92262 • (760) 323-5090 • FAX (760) 325-2863
FIELD OFFICE: PLEASANTON (510) 206-9159
-D'4 (-