11-0305 (SOTB).,
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number:
Property Address:
APN:
Application description
Property Zoning:
Application valuation:
Applicant:
11-00000305
54985 AVENIDA CARRANZA
774-294-024-12
STRUCTURES OTHER
COVE RESIDENTIAL
1100
T4'�v 4 etA QuAim
-000000-
THAN BUILDINGS
Architect or Engineer:
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
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.
License Class: License No.:
Date: Contractor:
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
a, y a"gpittant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
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: �i�3Owner:
CONSTRUCTION LENDING AGENCY v
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:
LQPERAIIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 6/03/11
Owner:
RUMSEY SHARON
PO BOX 4216
NEWPORT BEACH, CA 92662
---------------------------------
Contractor:
Owner
L1 c
------------- ` 4-
i ---� bII i
I
CI'; y ()F c.A
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
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 th orkers' compensation provisions of Section
3700 of the Labor Code I hall forthwith co with those provisio
,Date: CY Applicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE NLAWFUL, 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.
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 bgreby authorize representatives
ofthi�sryco my o/enter upon the above-mentioned propert/ryin/spection pur s.
Date"' I Signature (Applicant or Age u/ �
Application Number . . . 11-00000305
Permit . . . . . BUILDING PERMIT
Additional desc .
Permit Fee 27.00 Plan Check Fee
17.55
Issue Date . . . . Valuation
1100
Expiration Date.. 10/03/11
Qty Unit Charge Per
Extension
BASE FEE
15.00
6.00 2.0000 HND BLDG 501-2,000
12.00
------------7---------------------------------7-----------------------------
Special Notes and Comments
(2) 16SF ENTRY STRUCTURES [ENGINEERED] -
(1) AT FRONT PROPERTY LINE AND (1) AT
DRIVEWAY. THIS PERMIT DOES NOT INCLUDE
ELECTRICAL INSTALLATIONS. GATE REQUIRED
TO COMPLY WITH LQMC 9.60.030. 2010
CALIFORNIA BUILDING CODES.
April 6, 2011 9:11:40 AM AORTEGA
----------------------------------------------------------------------------
Other Fees BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI) - RES
.50
Fee summary Charged Paid Credited
---------- ----- - ---- ---------- ----------
Due
-----------------
Permit Fee Total 27.00 .00 .00
27.00
Plan Check Total 17.55 .00 .00
17.55
Other Fee Total 1.50 .00 .00
1.50
Grand Total 46.05 .00 .00
46.05
LQPERMIT
This Material
71-780 San Jacinto Dr: Ste. E2, Rancho. Mirage,. Ca; 92270 ph. (760) 834-8860 fax (760) 834-8861
❑
Letter of Transmittal
❑
Your Review
To:
City of La Quinta Today's Date:
4-5-11
78-495 Calle Tampico City Due Date:
4-4-11
La Quinta, CA 92253 Project Address: 54-985 Avenida Carranza
Attn:
Phillip / Burt Plan Check #:
11-305
Submittal: ® 1st
❑ 4th
❑ 2nd
❑ . 5th
❑ 3`d
❑ Other:
We are forwarding: ® By Messenger ❑ By Mail (Fed Ex or UPS)
❑ Your Pickup
Includes: # Of Descriptions: Includes: # Of
Descriptions:
Copies:
Copies:
®
1 Structural Plans
❑
Revised Structural Plans
®
1 Structural Calculations
❑
Revised Struct. Calcs
❑
Truss Calculations
❑
Revised Truss
❑
Soils Report Update
❑
Revised Soils Report
❑
Structural Comment List
❑
Approved Structural Plans
❑
Redlined Structural Plans
❑
Approved Structural Calcs
❑
Redlined Structural Calcs
❑
Approved Truss Calcs
❑
Redlined Truss Calcs
❑
Approved Soils Report
❑
Redlined Soils Reports
❑
Other:
Comments: Structural content is approvable.
This Material
Sent for:
❑
Your Files
❑
Your Review
❑
Checking
Other: ❑
By: John W. Thompson
Rancho Mirage Office: ® (760) 834-8860
Other. ❑
® Per Your Request
❑ Approval
❑ At the request of:
Bin # \
City Of La Quinta
Building &r Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
l '
Project Address: 2 rQ
Owner's Name: ar
A. P. Number:17lV-2 9X0 P?—S!_ 17
Address: 5—V9Y.57� 4Y
Legal Description:
City, ST, Zip: a
Contractor:
Telephone: hone:
Address:
Project Description: ie s�as�Caih e�.........Q.......
City, ST, Zip:
Telephone:
State Lic. # :
City Lic. #.:
Arch., Engr., Designer:
Address:
City, ST, Zip:
e:
Telephone: n
Construction TY Pe: Occupancy:
Project hP (circle one):. New Add'n Alter Repair Demo
0
Sq. Ft.: # Stories: # Units:
#
State Lic.
Name of Contact Person: Ee)�,i,�,
Telephone # of Contact Person:
Estimated Value of Project-
rojectAPPLICANT:
APPLICANT:DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Recd
TRACKING
PERMIT FEES
Plan Sets
Plan Check submitted
31�g
Item
Amount
Structural Cates.
a
Reviewed, ready for corrections
Plan Check DepositWON
Truss Cates.
Called Contact Person
Plan Check Balance.
r
Tide 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°" Review, ready for corrections/issue
Electrical
•
Subcontactor List
Called Contact Person
Plumbing
d
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
''" Review, ready for correctio issue
Developer Impact Fee
^
Planning Approval
Called Contact Person
A.I.P.P.
r
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
OS
,�l�l�n. syr vE w c r.� &Atfw t-
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le area v
,Lt e .Bile !'lar e e-
00.5
98.- Ave. ra✓earl za 5�� 9y - F �- .�
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_ Idle 4cus 4ee
r L o C4 art ewS.,4'a
•
4'6" to prope ine
C`
PLA — o propertyline
�12
'w 61e- - _
- T_7'_ Cn sr ae i C� �7Q�AREATABULATIONY - —Existing Residence: 1200:+SQ.F..TProposedAddition: 25-; SO.FS
Total Conditioned: 1225 SO.F.TA��y��e� Existing2-Car Garage: 440 SO.FS20t p p ne
o ro erty liTOTAL STRUCTURE: 1665 SQ.FT
50'topropertyline _.
EXIS NG GARAGE
22'-0" x 20'-0",
//
11-bSt4 010 EXIS HOUSE Q t
—
25 -0" -
3 , ... CITY OF LA Ot k,,J •�
kGl BUILDING SAFETY DEPT.
o
- - APP OVER a
.FOR CONSTRUCI[@N�
- Z DATE d --_.-- - _.. _ -___-
&J
. -
ch
\N.
L7
F
�l [ / 1 to prop line repared by Homeowner <'7f
Sharon Rumsey
949-887-5843
signature
7 � �G -% � I�ORT�
_ t L' y :• y
A/eW ENrR GAr'6 ol
40 v
0Af —Z7 le
t
TYPICAL NOTES:
GENERAL
1. ALL DETAILS, SECTIONS AND NOTES SHOWN ON
THE DRAWINGS ARE INTENDED TO BE TYPICAL
AND SHALL APPLY TO SIMILAR SITUATIONS
ELSEWHERE, UNLESS NOTED OTHERWISE_
NOTESAND DETAILS ON DRAWINGS TAKE
PRECEDENCE OVER GENERAL NOTES AND
TYPICAL DETAILS.
2. ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO THE REQUIREMENTS OF THE
GOVERNING BUILDING CODE,
3. SEE ARCHITECTURAL DRAWINGS FOR DOORS,
WINDOWS, NON -BEARING INTERIOR AND
EXTERIOR WALLS, ELEVATIONS, SLOPES,
STAIRS, CURBS, DRAINS, DEPRESSIONS,
RAILINGS, WATERPROOFING, FINISHES, ETC.
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND CONDITIONS AT THE SITE AND SHALL
REPORT ANY DISCREPANCIES TO THE
STRUCTURAL ENGINEER. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR COORDINATION OF
ALL WORK AND MATERIALS INCLUDING THOSE
FURNISHED BY SUB- CONTRACTORS,
5. ALL AST h4 DESIGNATIONS SHALL BE AS AMENDED
TO DATE UNLESS NOTED OTHERWISE.
6- ALL OMISSIONS OR CONFLICTS BETWEEN THE
VARIOUS ELEMENTS OF THE WORKING DRAWINGS
(AND/OR ARCHITECTURAL SPECIFICATIONS,
WHERE APPLICABLE) SHALL BE BROUGHT TO
THE ATTENTION OF THE ARCHITECT AND/OR
THE STRUCTURAL ENGINEER BEFORE
PROCEEDING WITH ANY OF THE WORK
INVOLVED.
7- REFER TO THE ARCHITECTURAL SPECIFICATION
(WHERE APPLICABLE) FOR INFORMATION NOT
COVERED BY THESE GENERAL NOTES OR THE
STRUCTURAL DRAWINGS.
8. CONTINUOUS (OR SPECIAL) INSPECTION SHALL
MEAN INSPECTION DONE CONTINUOUSLY BY A
REGISTERED DEPUTY IKI SPECTOR CURRENTLY
LICENSED BY THE CITY AND APPROVED BY THE
ARCHITECT AND ENGINEER.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
SAFETY IN AND AROUND THE JOB SITE AND/OR
ADJACENT PROPERTIES.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR
BRACING AND SHORING ALL EXCAVATIONS,
TEMPORARY AND EXISTING STRUCTURES, AND
PARTIALLY COMPLETED PORTIONS OF THE WORK
TO ASSURE THE SAFETY Or ANY PERSON
COMING IN CONTACT WITH THE WORK.
ll.OBSERVATION VISITS TO THE SITE BY THE
ENGINEER'S FIELD REPRESENTATIVE SHALL
NEITHER BE CONSTRUED AS INSPECTION NOR
APPROVAL OF CONSTRUCTION-
12.DURING AND AFTER CONSTRUCTION, BUILDER
AND/OR OWNER SHALL KEEP LOADS ON
STRUCTURE WITHIN THE LIMITS OF DESIGN
LOADS.,
13.IN NO CASE SHALL WORKING DIMENSIONS BE
SCALPED FROM PLANS, SECTIONS OR DETAILS
ON THE STRUCTURAL DRAWINGS.
14.SHOP DRAWINGS SHALL BE SUBMITTED TO THE
BUILDING DERARTNIENT. ARCHITECT AND
STRUCTURAL ENGINEER PRIOR TO FABRICATION
WITH SUFFICIENT TIME FOR REVIEW OF
DESIGN INTENT (MINIMUM OF 10 WORKING
DAYS).
15.FOR PROPER FIELD OBSERVATION BY THE
STRUCTURAL ENGINEER, THE STRUCTURAL
ENGINEER SHALL BE NOTIFIED OF THE
VARIOUS CONSTRUCTION PHASES -
_CO N-CRE TE:
1. ALL CONCRETE CONSTRUCTION PER CALIFORNIA
BUILDING CODE, CHAPTER 19.
2. ALL CONCRETE TO OBTAIN A 28 DAY
COMPRESSIVE STRENGTH OF 2500 PSI.
UNLESS NOTED OTHERWISE.
3- CONCRETE MIX: MINIMUM OF 5 SACKS OF
CEMENT PER CUBIC YARD OF CONCRETE.
MAXIMUM OF 7.5 GALLONS OF WATER PER 94#
SACK OF CEMENT, MAXIMUM SLUMP OF 4".
CEMENT SHALL CONFORM TO ASTM C150, TYPE
IL (OR ENGINEERED MIX DESIGN TO
CONTAINS MORE THAN 0.2 PERCENT SULFATE
CONCENTRATIONS.
4. HARD ROCK AGGREGATES SHALL CONFORM, TO
ASTM C33. THEIR MAXIMUM SIZE SHALL BE 1
11/2" INCHES FOR FOOTINGS, CAISSONS AND
GRADE BEAMS AND 1 INCH FOR ALL OTHER
WORK.
FOUNDATION
1. REFER TO SOIL INVESTIGATION BY:
NO SOILS REPORT PROVIDED FOR THIS PROJECT.
SOIL INVESTIGATION AND ADDENDUM SHALL BE
CONSIDERED PART OF THE CONTRACT
DOCUMENTS.
2_ ALLOWABLE SOIL PRESSURE 1500 PSF
TO BE VERIFIED BY SOILS. ENGINEER. SEE
SOILS REPORT.
3. CARRY ALL FOOTINGS A MINIMUM OF
INTO NATURAL GRADE OR APPROVED COMPACT
FILL. ACTUAL ELEVATION OF BOTTOM OF
FOOTINGS SHALL BE AS DIRECTED BY THE
SOILS ENGINEER DURING CONSTRUCTION.
4. ALL FOOTINGS SHALL BE INSPECTED BY THE
BUILDING DEPARTMENT PRIOR TO POURING
CONCRETE.
5. ALL WATER SHALL BE REMOVED FROM
FOUNDATION EXCAVATIONS PRIOR TO POURING
CONCRETE.
REINFORCING STEEL
1. REINFORCING STEEL SHALL BE NEW STOCK
DEFORMED BARS CONFORMING TO ASTM A615
A) #4 BARS AND SMALLER .... CR40
B) #5 BARS AND LARGER ..... GR&O
2, ELECTRIC WELDED WIRE MESH SHALL CONFORM
TO ASTM A-185 (EXCEPT AT SLABS ON GRADE
WHICH MAY BE GR40).
3. ALL BARS SHALL BE FREE OF LOOSE AND FLAKY
RUST AND SCALE, GREASE, OR OTHER
MATERIALS WHICH MIGHT AFFECT OR IMPAIR
BOND.
4, ALL BENDS TO BE MADE COLD.
BLOCKMASONRY
1. ALL MASONRY CONSTRUCTION PER CALIFORNIA
BUILDING CODE, CHAPTER 21-
2. REINFORCED BLOCK MASONRY: ASSUMED DESIGN
STRENGTH F'm=1500 PSI.
3. UNITS SHALL BE NORMAL WEIGHT (OR LIGHTER)
CONCRETE BLOCK, GRADE N, CONFORMING TO
ASTM C90 WITH A MINIMUM COMPRESSIVE
STRENGTH OF 2,000 PSI.
4. GROUT SHALL BE OF FLUID CONSISTENCY,
GROUT MIX SHALL BE (BY VOLUME) I PART
CEMENT, 3 PARTS SAND (FINE GROUT), AND
MAY CONTAIN AN ADDITIONAL 22 PARTSPEA
IA
GRAVEL IF SPACES ARE 4 INCHES OR MORE IN
EVERY DIRECTION (COARSE GROUT)- F'c
2,000 PSI AT 28 DAYS.
5. MORTAR SHALL BE TYPE S, (BY VOLUME) 1
PART PORTLAND CEMENT, 3 1/2 PARTS SAND,
1/4 TO 1/2 PARTS LIME PUTTY OR HYDRATED
LIME, F'c = 2,000 PSI AT 23 DAYS.
6. REINFORCING SHALL HAVE A MINIMUM LAP OF
40 BAR DIAMETERS OR 2'-0" WHICH EVER IS
I
LARGER, UNLESS NOTED OTHERWISE.
7. ALL BLOCK WALLS TO BE RUNNING BOND,
UNLESS NOTED OTHERWISE.
8. BRICK SHALL CONFORM TO THE STANDARD
SPECIFICATION FOR BUILDING BRICK ASTM
C62, BRICK GROUTING PER T21-2413.
REQUIRED SPECIAL INSPECTIONS
IN ADDITION TO THE REGULAR INSPECTIONS, THE FOLLOWING CHECKED ITEMS
WILL ALSO REQUIRE SPECIAL INSPECTION IN ACCORDANCE WITH SEC., 1704 OF
THE CALIFORNIA BUILDING CODE.
ITEM
REQUIRED
REMARKS
SOILS COMPIANCE PRIOR TO FOUNDATION INSPECTION
YES
STRUCTURAL CONCRETE OVER 2,500 PSI
N/A
FIELD WELDING
N/A
HIGH STRENGTH BOLTS
N/A
EXPANSION / EPDXY ANCHORS
N/A
STRUCTURAL MASONRY
NIA,
MOMENT FRAMS / CONNECTIONS
N/A
PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ACHORING AND
,- OTHER FASTENING OF THE COMPONENTS WITHIN THE SEISMIC - FORCE- RESISTING
SYSTEM INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES,
SHEAR PANELS AND HOLD-DOWNS
._Z611
'j
TOP VIES
SCALE, 1'=l'
OLID GROUT (NO SPECIAL INSPECTION REQUIRED)
ERTICAL (6)#5 REBAR
5) #5 DOWELS
ORIZONTAL TIES #3 4-6 16- O/C
5 REBARS @ 12" O/C E-W.
15-
.SECTION A-&
FOOTING
F-I F_\ /A -FTF-INI
1- 12' x 24" MASONRY COLUMN BLOCK
2- HORIZONTAL TIES #3 @ 16- O/-_
3- VERTICAL (6)#5 REBAR
SECTION B-B
i36"
1
Min- 6"
MAR 2 8 2011
CMU WALL PER PLAN,
SIMPSON 'CB44PC'
24' LONG #4 BAR
WOOD BM. PER PLAN.
SOLID GROUTED CELL W/#5
_RTICAL BAR UNDER 'CC'
CEINNECTI[IN DETAIL
A.B. ANCHOR BOLT
ABV. ABOVE
-BAR REINF, BAR
BD
BOARD
BLKG.
BLW.
BLOCKING
BELO
BM
B.N.
B.W.
BEAMW
BOUNDARY NAIL
BOTH WAYS
CF
CONTINUOUS FOOTING
ci
CEILING JOIST
COL
COLUMN
CONC.
CONCRETE EDGES
CONT.
CONTINUOUS
C.P.E.
CONT. PANEL
D
DEPTH
DBL
DOUBLE
DF
DOUGLAS FIR
DIA.
DIAMETER
DO
DI
(E)
EXISTTTO
ING
E-W.
EACH WAY
E-J.
EXPANSION JOINT
E.N.
EDGE NAIL
EQ
EQUAL
F8
FLOOR BEAM
F.G_
FINISH GRADE
FJ
FLOOR JOIST
FL
FLOOR
FMG.
FRAMING
F.N.
FIELD NAIL
F.O.C.
FACE OF CONCRETE
F.0-M.
FACE OF MASONRY
F.O.S.
FACE OF STUDS
F.P.
FULL PENETRATION
FTG
FOOTING
GA.
GAUGE
GALV.
GALVANIZED
GLB
GLUE -LAMINATED BEAM
GR. BM_
GRADE BEAM
GWB
GYPSUM WALLBOARD
H,
HIGH ,
HDR
HEADER
HGT_
HEIGHT
HORIZ.
HORIZONTAL
K.P.
KING POST
L
LENGTH
LT. WT.
LIGHT WEIGHT
LVL
LAMINATED VENEER LUMBER
MAS.
MASONRY
M.B.
MACHINE BOLT
MLB
MICRO=LAM BEAM
(N
NEW
tit
NATURAL
O/C
ON CENTERGRADE
Pi
POUR JOINT
PLB
PARALLAM BEAM
PLWD
PLYWOOD
P.T.
PRESSURE TREATED
RB
ROOF BEAM
REINF.
REINFORCING
REQ'D
REQUIRED
RF
ROOF
RR
ROOF RAFTER
I 111410� I RiLt__ V I QIJ 10 N,
DATE
S LiRUC_fl�RAL ENG171NIEERING
CIA AND STRUCTURAL-ENMEERNG
REZA ASGHARPDUR, P,E.
78080 CALLE AMIGO, SUITE 102
LA QUINTA, CA 92253
PHONE: 760-771-9993
FAX- 760-771-9998
CELL: 760-808-9146
SHARON RUM-SEY
54-985 Ave. CARRANZA,
LA QUINTA, CA.
DRAWING TITLE:
ENTRY GATE
DESIGNED.
R.ASGHARPOUR
D R 181. W N:
SH.T
D A TE:
03/24/2011
JOB NCB:
11031-6
SCALE:
i"=V
'AL:
ff1
i