13-0067 (RER)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application -Number: _130.0-0-0.00.67
[
Prop Address: 78255 WI.NNIE WY
APN: 770-340-013- - -
Application description: REMODEL - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 18000
Applicant:
V -
CITY AF
- - LA GIWPITA
---------------------------------------------------------------------- - - - - -- --94MAMPCP- - - ---—
T,iht 4
r
BUILDING & SAFETY DEPARTMENT
Architect or Engineer:
BUILDING PERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 2/07/13
Owner:
PATRICIA BLAKE
78255 WINNIE WAY
LA QUINTA, CA 92253
Contractor:
KELLY PACIFIC CONSTRUCTION CO
999 ANDERSEN DR, #160 A j�
SAN RAFAEL, CA 94901 [OD III
(415)464-0900
Lic. No.: 346196 III I MAY 2 9 2013
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 Professionals Code, and my License is in full force and effect.
ense Class B nse 196
Date: Contractor:
OWNER-BUILDE RATION
I hereby affirm under penalty of perjury that I am'exempt from t ontractor'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 (55001.:
(_) 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 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 Address:
LQPERMIT
WORKER'S COMPENSATI -
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 EVEREST NATL Policy Number 7600007993112
_ 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 subje�totork s' com ation laws of California,
and agree that, if I should beco bject tor co ion provisions of Section
3700 �FAILURE
f the Labor Code, I forthw' hho isions.
/ate:pplicant:
WARN O SE WORKERS' COMPENSATION COV GE IS UNLAWFUL, AND SHALL
SUBJ CT AN EMPLOYER 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 informatiXcorrectagree comp ith all
city and county ordinances and state laws relating to building cons tionthor' r tatives
of this c�toenteron the above-mentioned property fo ection p
bate:ature (Applicant or Agent):
Application Number . . . . . 13-00000067
Structure Information
Construction Type . . . . . TYPE V, UNPROTECTED
Occupancy Type . . . . . DWELLG/LODGING/LONG <=10
Other struct info . . . . . CODE EDITION 2010
# BEDROOMS .00
----------------------------------------------------------------------------
Permit . . . BUILDING PERMIT
Additional desc . .
Permit Fee . . . . 189.00 Plan Check Fee 122.85
Issue Date . . . . Valuation . . . . 18000
Expiration Date . . .8/06/13
Qty Unit Charge Per Extension
BASE FEE 45.00
16.00 9.0000 THOU BLDG 2,001-25,000 .144.00
----------------------------------------------------------------------------
Special Notes and Comments
MODIFY GARAGE DOOR OPENING TO SINGLE
DOOR 17FT +- PER ENGINEERED DESIGN.
ENGINEER: REZA ASGHARPOUR C67613 2010
CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00
HOURLY PLAN CHECK 105.00
STRONG MOTION (SMI) - RES 1.80
Fee summary Charged
Permit Fee Total 189.00
Plan Check Total 122.85
Other Fee Total 107.80
Grand Total 419.65
LQPERMIT
Paid Credited Due
.00 .00 189.00
.00 .00 122.85
.00 .00 107.80
.00 .00 419.65
v
Bin. R
City of- La Quanta
Bu1*9 8L Sarety Dfvlsion
Permtt # P.O. Box 1504, *78-493 Cage Tampico
1.4.Quint4 CA 92233 - (760) 777-7012
Building Permit Application•and-Tracking Sheet
ProjectAddtcss s Owner's Name:. s
A- P. Numbu
Addttss: ,
Legal Description:r
/
Contractor. Y! eI
= e a -el
Ile,
City, ST, Zip: li y� ZS
Te[cphone "�f `e 2i/
Address: i ✓�.f'
p
C� R SOU
Project Description:
City. sr,
.��
Telephone:
State Lie. #: i1 X96
City Lie. #,
Arch.. Eag, Designer
City., ST, Zip: G 22 .4- 7
Teleiphone:%6 G- �6 - �'T -
State Lie. #:
Name of Conisct Person: j Itt' < <
Construction Type:. Occupancy:
Project type (circle one): New Add'n Alm Repak jDemmo
Sq. Ft.:
# Stories:
# Units:
Telephone if of Contac P
=J9' Estimated Value of Project DQ D
APPLICANT: DO NOT WRITE BELOW THIS LINE
N
Sebmtttal
Plan Sets
Rey'd
Reed
TRACKING PE,MM FEES
Plan Check submitted Item Amount
Structural Cafes.Reviewed,
ready for correedons
Plan Chcck Deposi.
Truss Cats.
Called Contact Person
Plan Check Ralanet.
Tide 24 Calci
Plans picked up
Construction
Flood plain plea
Plans resubmitted
Mechanical
Grading plan
Z'! Review, ready for correction issue
Electrical
Subeontactor List
Called Contact Person
Plumbing
Grant Deed
Plana picked up
SALL
ii.O.A. Approval.f4l
Plans resubmitted
Grading
0 ROUSE:-
''` Review; ready for correctlonsRssac
Devdoper Iupacc Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of penult issue
School Fees
Total permit Fees
T
ASSESSOR
COPY
ISSUED
MAY .2 9 2013
ASSEssm
can
JSSLEO
MAY 2 8 2013
January 8, 2013
Ms. Blake
78255 Winnie Way
La Quinta, CA 92253
Re: Lot 13, Tract 28867 at 78-255 Winnie Way
Garage Door Modification
Dear Ms. Blake,
The Tradition Architectural Design Review Committee (ADRC) reviewed the request for
Variance for the garage door modification. The committee is recommending approval of
the Variance.
A copy of your Variance Request and this recommendation of approval will be forwarded
to the Board of Directors for review at their next Board Meeting.
Please contact Brook Marshall at (760) 219-8057 or by email at BrookLj)dc.rr.com with
any questions regarding this request.
Sincerely,
Tradition Architectural Design Review Committee
cc: ARRC File
RSA S'TRr r -JT UMAL E -i ww I AE �G
78080 Calle Amigo, Suite 102 Telept-one: (760) 771-9930
La Quinta, CA 92253 Cell: (760) 771-9998
Fax: (760) 808-9146
Structural Calculation
For Blake Residence
At 78255 Winnie Way
q La Quinta, CA.
CITY OF LA � p�A
BUILDING & S
DEPT -
APPROVED
FOR CONS
i
JAN 2 2 2013
Date: December 11, 2012
Design by: R.A.
JN: 12121.12
Type Of Project: Residential
Garage Remodel
/2-I(-R-
j CLIENT: p ^✓ I SHEET:
��u�Oki RA Structural Engineering NO:
: �Z1Z\\ZSUBJECT.G1
DESIGN BY: P A . � DA,rF: 12- ► o 2
DESIGN LOADS
Roof Loads - Sloped
Clay Tile
18 Wpsf.
Framing
2.5 psf.
sheathing (1/2" CDx)
1.5 psf
Ceiling
2.5 psf.
insulation
1.5 psf.
Misc.
4.0 psf
Total Dead Load
30 2rpsf.
Total live Load
20 psf
Total Roof Load
50 0 psf.
Floor Loads
Framing
3.5 psf.
sheathing (3/4" Plywd)
2.5 psf
Ceiling
2.5 psf.
Lt. Wt. Conc./ Flooring Tile
15 psf.
Misc.
3.5 psf
Total Dead Load
27 psf.
Total live Load
40 psf
Total Floor Load
67 psf.
Exterior Wall
7/8" Stucco 10.0 psf.
Drywall 2.5 psf
Studs 1.0 psf.
Misc. 1.0 psf.
Total Wall Weight 15.0 psf.
Roof Loads - Flat
Roofing
6.0 psf.
Framing
2.5 psf.
sheathing (1/2" CDx)
1.5 psf
Ceiling
2.5 psf.
insulation
1.5 psf.
Misc.
6.0 psf
Total Dead Load
20 psf.
Total live Load
20 psf
Total Roof Load
40 psf.
Decks Loads
Framing
3.5 psf.
sheathing (3/4" Plywd)
2.5 psf
Ceiling
2.5 psf.
Lt. Wt. Conc.
15 psf.
Flooring Tile
10 psf
Misc.
3.5 psf
Total Dead Load
37 psf.
Total live Load
60 psf
Total Load
97 psf.
Interior Wall
Insulation
1.0 psf.
Drywall
5.0 psf
Studs
1.0 psf.
Misc.
1.0 psf.
Total Wall Weight
10.0 psf.
C,TY OF LA OUINTA
BUILDING & SAFvEDEPT.
D
AP oR� ucTloN
FOR C
DA's---- BY
IN
RA STRUCTURAL ENGINEERING
780:io CAIA.1•: A\11GO. SI it"I'If 102
LA QI.;IN'1•A. CA. 9225:1
111:5: 760-7171-99:30
FAN: 760-7-11-9996
CELL: 760-808-9146
BLAKE
WINNIF WAY
LA c11'IN'['A• CA.
AxA\FINi
F0I'NDA'I'IQN PLAN
NOTE:
THIS IS NOT A COMPLETE STRUCTURAL REVIEW OF THE TOTAL
STRUCTURE. ONLY NEW FRAMING ASSOCIATED WITH THE REMODEL
AND AFFECTED ADJACENT EXISTING FRAMING ELEMENTS HAVE BEEN
REVIEWED. ALL EXISTING FRAMING INFORMATION WAS SUPPLIED BY
OTHERS, AND NOT VERIFIED BY THIS FIRM. NO OTHER WARRANTY
OR GUARANTEE IS MADE OR IMPLIED..
NOTE:
CONTRACTOR TO VERIFY EXISTING
FRAMING AND FOUNDATION PRIOR
TO DEMOLISHING & NOTIFY ENGINEER
OF RECORD IF DIFFERENT THAN PLANS.
I I I - F.'!':
0B No :1.21.211.2
I)ATI•': 12 /11/1'2
SYMBOLS LEGEND
FOUNDATION:
FOUNDATION: ---------
SHEAR PANEL: — — — — — —
STRAP: -----------------
------------- ----------
L
I I
I I
I I
I I
L-------------
FIC-Llt7TY Or LA QUINTA
i1-1 c; & SAFETY DEPT.
ppy�-aoptoVE
�F.. � W Y
FOR COINS RUCTION
DATE -- BY-
---(E-
N 6.6 A A N 6x6
POST
(E)21'-6•'x18"x18"
GRADE BEAM w/(2)
T&B. & #3 TIES @
FOOTING
I
Fi
I
I
I
DEEP
#5 BARS
12" 0/C
EHARDY
FRAME
2
RA STRUCTURAL ENGINEERING
'''`'' `' 1''''' )' "'' !
78080 CALLS A.MIG0. SL:1'1'I{ 102
LA (A:IN'I'A. CA. 92253
78251.i WINNI!•: WAY
LA OL'IN'!-A. CA.
i;!'S: 760-771-9930
DRAWING
FAN: 760-771-9996
FRAMING PLAN
C!:!.1.:760-3(16—J1.1G
=!
THIS IS NOT A COMPLETE STRUCTURAL REVIEW OF THE TOTAL
STRUCTURE. ONLY NEW FRAMING ASSOCIATED WITH THE REMODEL
AND AFFECTED ADJACENT EXISTING FRAMING ELEMENTS HAVE BEEN
REVIEWED. ALL EXISTING FRAMING INFORMATION WAS SUPPLIED BY
OTHERS, AND NOT VERIFIED BY THIS FIRM. NO OTHER WARRANTY
OR GUARANTEE IS MADE OR IMPLIED..
NOTE:
CONTRACTOR TO VERIFY EXISTING
FRAMING AND FOUNDATION PRIOR
TO DEMOLISHING & NOTIFY ENGINEER
OF RECORD IF DIFFERENT THAN PLANS.
CITY OF LA QUINT
BUILDING & SAFETY DE
APPROVED
FOR CONSTRUCTION
DAA BY
.1015 No :!21?113
12 /1
SYMBOLS LEGEND
BEAM: -------
SHEAR PANEL-
HDR
ANELHDR-------
ROOF RARER:
uS -----
TRAP - - - - - - - - - -
MOF FRAMING SCHEI)tJ1.E
(IE) MANUFACTURE TRUSSES
1 00 .
N N
X� X�
(E X!l2 HDR
E 4712 HDR
3
RA STRUCTURAL ENGINEERING BLAI\J: 1'\I:Sli)i,'NC'I-'LA OUIVI'A. CA. 92253
`
I-
( PER PLAN
2-
NEW AJ5
3-
EXISTING WALL FRAMING
4-
EXISTING SILL PLATE
5-
EXISTING FOOTING
\Z -j CITY OF LA QUINTA
SIDE VIEW BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
T/�[� U|rUU
/��/ v/[_vv
POST CONNEC
ST| DE -AIL
S[/LE'. NT
S
a
RA STRUCTURAL ENGINEERING
76080 CALI.h: A\iIG0. SUl'1'I•: 102 ' S'2n: WINNH: 1\AY
LA OVIN'I'A. CA. 92253 LA 01'IN-!•A. C.A. JOB NO: 1.21.21 12
M'S: 160-7711-9930 )RAkVlN(; 17FLE:
FAX: 760-771-9998 DI{"1•:111. 13
CELL: 760-808-91-16 SCALF-N'1� U:11'I{: 1'2 /1 l/12
1 -
(E)TYP. STUD WALL
2-
NEW POST P=R PLAN
3-
(E)DBL TOP 'LATE
4-
NEW BEAM PER PLAN
5-
SIMPSON ST6224 STRAP
6-
TS22 BEAM TO POST
W/10d x 1"' NAILS
7-
2x STUD TO POST
W/ 16d'S ® 8" 0/C
CITY OF LA QUIN1=TA
BUILDING &S
APPROVED
FOR CONSTRUCTION r
DATE BY
POST/BEAM CONNECTION
DETAIL
SCALE: NTS
5
--FL] —FN I SI I I F"I
RA Structural Engineering JOB No: 12 t Z, t� Z—
SUBJECT: DATV: 12 A -�..�• f,
DESIGN BY:
1.5 W.
o p5l -7o
(.3 LA f5 0�,5 LIF
+ vo fl F,
2.
13 36 +
P rS')Z F
-0-5
(2,o PW � � � � � � ,, �. 5 , �3 5o Q�
usE 5-V25 z 16.5
(c = o.3L4
CITM OF �q��ET�YIDEpT�L:lt-llLr)ING &VEDrio c�
I ot
.:C_ ,./G, 3,qUCTION
DATE BY i
m
C'LIEN'C: BLaic't `-c' --ce
SUBJECT: GarUX 2cr►,�c�e�
DESIGN BY: 'R.A
RA Structural Engineering
(. r\ r(A( FFoot'�r� Dr C'or�enlfYAt'e LOad
S�} (52 X Ig ),4y = 1 -5o
�f if•.f�.•l : if
JOB No: 12-I1kkz
i)A•1*1'. 12--%
= ck-T5o Qb >, Pcs,,y%= 111616 CryaA t3ear. iS 0lAe'yllNtt,
3
RA Structural Engineering
78080 Calle Amigo, Suite #102
La Quinta, CA. 92253
(760)771-9993
Title Block Line_6
Wood Beam
Description : BM#1
Material Properties
Analysis Method: Allowable Stress Design
Load Combination 2006 IBC & ASCE 7-05
Wood Species : DF/DF
Wood Grade : 24F - E4
Beam Bracing : Completely Unbraced
Title: Blake Residence Job #
Dsgnr: Reza Asgharpour, RE
Project Desc.: Garage Remodeling
Project Notes :
Pnmed 10 OFC ;h,01A
ENERCALC. INC. 1983.2011, Build:6.11.4.5. Ver:6.11.4.1
Calculations per NDS 2005, IBC 2009, CBC 2010, ASCE 7-05
Fb - Tension
2400 psi
E: Modulus of Elasticity
Beam self weight calculated and added to loads
Fb - Compr
1450 psi
Ebend- xx
1800 ksi
Fc - Prll
1700 psi
Eminbend - xx
930 ksi
Fc - Perp
650 psi
Ebend- yy
1700 ksi
Fv
265 psi
EEninbend - yy
880 ksi
Ft
1100 psi
Density
32.21 pcf
D(2.025) Lr(1.35)
00.195,0.105) I tr) 1 0 04)
D(0.45) Lf(0.27) • . •
5.12506.5
\ Span = 17.50 ft
Applied Loads
Service loads entered. Load Favors will be applied for calculations.
Beam self weight calculated and added to loads
Load for Span Number 1
Uniform Load : D = 0.450, Lr = 0.270 k/ft, Extent = 0.0 -» 12.0 ft, Tributary Width = 1.0 ft, (Roof)
Varyinq Uniform Load: D(S,E) = 0.1950->0.1050,
Lr(S,E) = 0.10->0.0 k/ft, Extent
= 12.0 --» 17.50 ft. Trib Width = 1.0 ft, (Roof)
Point Load: D = 2.025. Lr = 1.350 k 5)12.0 ft. (Girder
Truss)
DESIGN SUMMARY
'
Maximum Bending Stress Ratio =
0.747. 1 Maximum Shear Stress Ratio =
0.415 : 1
Section used for this span
5.125x16.5
Section used for this span
5.125x16.5
fb : Actual
1,767.99psi
fv : Actual =
110.01 psi
FS: Allowable
2,367.55psi
Fv : Allowable =
265.00 psi
Load Combination
+D+Lr+H
Load Combination
+D+Lr+H
Location of maximum on span =
9.625ft
Location of maximum on span =
16.188 ft
Span # where maximum occurs =
Span # 1
Span # where maximum occurs =
Span # 1
Maximum Deflection
Max Downward L+Lr+S Deflection
0.203 in Ratio=
1036
Max Upward L+Lr+S Deflection
0.000 in Ratio=
0 <360
Max Downward Total Deflection
0.546 in Ratio=
384
Max Upward Total Deflection
0.000 in Ratio=
0 <240
Maximum Forces & Stresses for Load Combinations
_
Load Combination Max Stress Ratios
Summary of Moment Va.ues
Summaryof Shear Values
Segment length Span # M -V
C d C FN C r C m
C t Mactual _ fb-design Fb allow
Vaaual fv design Fv-allow
+0
0.986 1.000 1.000
1.000
Length = 17.50 ft 1 0.469 0.262
1.000 0.986 1.000 1.000
1.000 21.53 1,110.79 2,3157.55
3.91 69.38 265.00
+D+Lr+H
0.986 1.000 1.000
1.000
Length = 17.50 ft 1 0.747 0.415
1.000 0.986 1.000 1.000
1.000 34.26 1,767.99 2,3157.55
6.20 110.01 265.00
+D+0.750Lr+0.750L+H
0.986 1.000 1.000
1.000
Length = 17.50 ft 1 0.677 0.377
1.000 0.986 1.000 1.000
1.000 31.08 1,603.69 2,3E7.55
5.63 99.85 265.00
+0+0.750Lr+0.75OL-0.750W+H
0.986 1.000 1.000
1.000
Length = 17.50 ft 1 0.677 0.377
1.000 0.986 1.000 1.000
1.000 31.08 1.603.69 2.3E7.55
5.63 99.85 265.00
+0+0.750Lr+0.750L+0.5250E+H
0.986 1.000 1.000
1.000
Length = 17.50 ft 1 0.677 0.377
1.000 0.986 1.000 1.000
1.000 31.08 1,603.69 2,3E7.55
5.63 99.85 265.00
ED
RA Structural Engineering
Title: Blake Residence
Job #
Dsgnr: Reza Asgharpour, P.E_
78080 Calle Amigo, Suite #102
Project Desc.: Garage Remodeling
La Quinta, CA. 92253
(760)771-9993
Project Notes:
Title Block,Line 6,
Wood Beam
ENERCALC INC. 19832011, Build:6.11.4.5,Ver:6.11.4.1
Description: BM#1
Overall Maximum Deflections - Unfactored Loads
Load Combination Span
Max. "= Defl
Location in Span Load Combination
Max. '+' Defl Location in Span
D+Lr 1
0.5458
8.925
0.0000 0.000
Maximum Deflections for Load Combinations - Unfactored Loads
Load Combination Span
Max. Downward
Defl Location in Span Max. Upward DeO
Location in Span
D Only t
0.3432
8.925 0.0000
0.000
Lr Only 1
0.2026
8.925 0.0000
0.000
D+Lr t
0.5458
8.925 0.0000
0.000
Vertical Reactions - Unfactored
Support notation : Far left is #1
Values in KIPS
Load Combination Support 1
Support 2
-
Overall MAXimum 7.116
6.440
D Only 4.493
4.088
Lr Only 2.623
2.352
D+Lr 7.116
6.440
7
4
BEAM•-•-
.3
.7
BEAM-••.
-0.14
-056
1.66 3.41 5.16 6.91 V.66 -.I ._... .�.�. .-__ -...
Distance (ft)
■ +D IN .D+L•+n • ♦0+D.7SOL•.D.7SDL.n ■ ♦D•D.75Dt••O.7S01.0 750- s •D.L.7 SDL.O.7501+D.S2 SOL •n
1.66 3.41 5.16 6.91 8.66 10.41 12.16 13.91 15 •DD �.•+.
Distance (ft)
• +D ■ •D+L•+n / +D+D.7SOL•+0.7SDL..n 0♦D+D.7SO4.D. T_DL+0,7SOW •n a .0+D.7SO1-.0.7SOL+O.SSSOC+n
1.66 3.41 5.16 6.91 8.66
Distance (ft)
• D0 -1V ■ L -0-N S DK•
10.41 12.16 13.91 15.66 17.41
O
u
m
k
11
AP-
00TA.
ow
-41
a �
1,r_4p ' C3
BUILDING SP, t CY pT,
�.� ED
AP oN TRUCTION
FoR
��'s� � ATF-------��"_ gY
_ROOF WTER5 OR ROOF
��
�- -`-=- INDIGATE5 SPAN Ao oser- 4c
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BY:
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EXISTING GARAGE
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WROUGHT -IRON HARI
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NEW SINGLE GARAGE DR. ELEV.
EXGSTING GARAGE
RU 17080 ARGH 710P 5EGT. ND.
EXISTM MOTOR
NEW SINGLE GARAGE DR. -THAN
BUILDER:
KELLY PACIFIC CONSTRUCTION
51 555 DESERT CLUB DR., SUITE 100
LA QUINTA, CA 92253
(415) 464-0900 x 1 1
(760) 564-3233 FAX.
THE TRADITION
OWNER:
PAT BLAKE RESIDENCE
78255 WINNIE WAY
LA QUINTA, CA 92253
CLIENT: PAT BLAKE RESIDENCE
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION
DAT BY
4e;2 — VT
SHEET: NEW GARAGE DOOR SCALE: 1 /B"= 1'-O'I
MEZ4 LAi�s.��lQ�il�
O 515M DESERT CLUB DRIVE, SUITE 300
LA QUINTA, CA 97153
(760)636-8951
(760) 459.64W FAX
info@stacts.com
O ARCHITECTURE + INTERIOR DESIGN
PLOT: 11/211/2012 10:4-7 AM
4