07-0184 (SOTB)K
P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application. Number:
Property Address:
APN:
Application description:
Property Zoning:.
Application valuation:
Applicant:
X07 -t00600184
45200 -WASHINGTON ST-
6047040-070-
STRUCTURES
T-604-040-070-STRUCTURES OTHER THAN 'BUILDINGS
TOURIST COMMERCIAL
•18716
Architect or En
7 -
BUILDING & SAFETY. DEPARTMENT
BUILDING PERMIT -
Owner:
CP DEVELOPMENT LA QUINTA
7.7564 COUNTRY CLUB DRIVE #100
PALM DESERT, CA 92211
D 12001 O Contractor:
p,pa URNER CONSTRUCTION COMPANY
11°°�� 4-139 MONTEREY AVE STE.201-
�Q11111" LM DESERT, _'CA 92260 r
C1't'IaNCEDE (213)337-6900'
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 3/21/07
p1t10`
Lic. No.. --210639
- LICENSED CONTRACTOR'S DECLARATION
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with -
I hereby affirm under penalty of perjury one of the following declarations:.
Section 7000) of Division 3 of the Business and -Professionals Code, and my License is in full force and effect.
_ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided.
License CI ss: B - Li c nse No.: 210639
for by Section 3700 of the Labor Code, for the'performance of the work for which this permit is
y
Date�� �I ractor:
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
OWNER -BUILDER DECLARATION
insurance carrier and policy number are: _
I hereby affirm under penalty of perjury.that I am exempt from the Contractor's State License Law for the
Carrier LIBERTY MUTUAL Policy Number WC7625092815036
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
_ I certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
person in any manner so as to become subject to the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
and agree that, if I should become subject to'the workers' compensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
3700 of the Labor Cod hall forthwith comply with those provisions.-
rovisions. .
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by -
that
Q7
- any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:
scant:-
( - 1 1, 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
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND .
. and who does the work himself or herself through his or her own employees, provided that the
DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
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.).
APPLICANT ACKNOWLEDGEMENT
(_ I I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. '
IMPORTANT- Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
conditions and restrictions set forth on this application.
' property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
1. Each person upon whose behalf this application is made, each person at whose request and for
pursuant to the Contractors' State License Law.).
_ whose benefit work is performed under or pursuant to any permit issued as a result of this application,
(_ ) I am exempt under Sec. , B.&P.C. for this reason
the owner, and the applicant, each agrees to, and shall defend, indemnify andhold harmless the City
-
of La Quinta, its officers, agents and employees for any act or omission related to the work being
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.). '
it
'Lender's Name:
Lender's Address:
LQPERMIT
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 hereby authorize representatives
of this county toenterupon the above-mentioned property spection purposes.
e3-ai Si ure (Applicant or Agent):
- Application.Number 07-00000184.
- Permit BUILDING PERMIT
Additional desc PARK SHADE COVERS, FENCING_
Permit Fee. 198.00 Plan Check
Fee
128.70
Issue.Date Valuation
. . .
. 18716
Expiration Date... 9/17/07
- Qty 'Unit .Charge. Per
Extension_.
BASE FEE
45.00
17.00 9.0000 THOU BLDG 2,001-'25,000
153.00 -
Permit PLUMBING
Additional desc DRINKING FOUNTAINS
Permit .Fee . . . . 36.00 Plan Check
Fee
9.00
Issue.Date . . Valuation
0
Expiration Date 9/17/07
= Qty Unit Charge Per.
Extension
BASE FEE
15.00 "
3.00 6:0000 EA PLB FIXTURE
-18.00
1.00 3.0000.EA PLB WATER INST/ALT/REP
3.00
--------------------------------------------------------------------------------
Special Notes and Comments
CENTRE:POINTE PARK - 3 QTY ACCESSIBLE
DRINKING FOUNTAINS, 4 QTY 10' X 10'
SHADE CANOPIES,1570 LF 6' STEEL FENCING
AROUND PARK.2001 CBC, CPC.
Fee summary Charged Paid Credited
Due
Permit Fee Total ,/234.00 .00
.00
234.00
Plan.Check Total 137:70 .00
.00
137:70
Grand Total 371.70 00.
.00
3.71.70
LQPERAITT -
.
11Z flu 1AWS Geb` ."u2A-TT&) .
Btsp
,' , Ci Of La
r City Quinta
Building & Safety Division
Petmit # P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - 760 777-
7012
Building Permit Application and Trackin Sheet
PmjectAddress: S-?,oD IvAs4.,,V& M_ <_7g
owner's Name: p
Q L
A. P. Number: 11/1
Legal Description:
Address: 77,50
Contractor. -r r City, ST, Zip: p lh btSeffi. (�t'
t iRnIG2
Address:
City, ST, Zip:
Telephone:
State Lic. # 2i Q
Arch., PW., Designer:
Address:
City; ST, Zip:
Telephone:
State Lic. #:
Name of Contact Person: fl n, „
Telephone #9f Contact Person: 7
# Submittal
• Plan Sets
Structural Calcs.
Truss Calcs.
Energy Calcs.
Flood plain plan
Grading. pliin
Subcontactor List
Grant Deed
H.O.A. Approval
IN HOUSE:.
Planning Approval
Pub. Wks. Appr
School Fees
- Telephone:
Project Desaip6on:
Pque, Fe,4C-10 _ r 5
W i
it), Lic. #: v7 qq
• � A • . ir'1 •1
I
Construction Type:
Oocupaacy:
type (circle one):
New Add'n Alter Repair Deno
LLJ
(.T�A✓,� Sq. Ft.: # Stories:
>=2.'S`�6b
# Units:
1umatea value orProj
13 39b
APPLICANT: DO NOT WUM BELOW
THIS UNE
w
Reed TRACIOI`iG
•
PERMIT FEES
Plan Cheek submitted
Item Amount .
Reviewed, ready for corrections
Plan Check Deposit
Called Contact Person
Pian Check Balance
Plans Picked. up
Construction
Plans resubmitted �S
Mechanical
2" Review, ready for correctio a Z l
Electrical
Called Contact Person
L
Plumbing
Plans picked up
S.M.L
Plans resubmitted
Grading
Review, ready for.corrections/issue
Developer Impact Fee
Called .Contact P o
A.LP.P.
Date. of p it Issue
5 �Jn • ,c�c,�. _
M
Total Permit Fees 13,11,
Mar 20 07 01:03p
Custom Canopies.
8189939678
p.2
CANOPY SIZE.-
(MAX
IZE:(X AREA) HTOSFT } POST SIZE O FOOTING SIZE
U x W "b" x`d"
Non -Constrained
TS 3 X'3 x 3/16 24"o x 3'9"'" Deep
a• or
BL i ro STD PIPE Constrained
7.24"e x 3,�.... Deep . .
in�m=iu=ui=ln=m=�n=1u=ITi=1n= 20' X 2(T
Non -Constrained
SIDE ELEVATIOIIT TS 3 x 3 x 3/16. 24 e x 39— Deep
N. T. S. or.
37e STD PIPE Constrained
around 24"a x 39— Deep,.
1- Member sizes for hips and gables of all canopy sizes are as shown herein.
2- Max. lateral deflection os limited to 1-1/27:
3_ . A round footing may be substituted with a square footing when the sides
equal the diameter shown hereon. The depth shall be as indicated.
Definitions:
Non -Constrained: No post restraint is provided at surface of soil.
Constrained:. Restraint is provided at the ground surface such as a rigid
floor or. pavement.
DESIGN CRITERIA: < .
Structural design conforms to the 2001 California Building Code.
2-1 /Z"fa XS PIPE E)posure: C Basic wind speed : 80 mph
CONCRETE
Concrete shalt attain a minimum compressive strength fc of 2500 psi.
Existing coin. stab assumed to be f c = 2000.psi min.
C STEEL
ite: 1-1 /2- =1'0" Structural steel shall conform to ASTM A-36.
Machine bolts shall conform to ASTM A -307 --
Pipe columns shall conform to ASTM A-53 Grade B. .
�oFEsstoN,�� Steel tubes shall conform to ASTM A-500 Grade B, Fy = 46 ksi.
4 �o
G. yF y
WELDING:
c2�
dfng
ll. be
U n s %- py � elelctrodes.aSpecial i4 inspection is required for field welding.e by electric shieldedaric process
E-70XX
=L CABLE
yd Q
ll= FQ6R1C crj a�� REINFORCEMENT:
polyethylene srgT Re -bar shall conform to ASTM A615 grade 40.
lade Cle ranee from soil shall be 3" minimum.
x.20.P.F DESIGN
JOB ADDRESS:. Job No. 05-145
71
CA4i Engineer LIC. Ab C 43117 .
fceo Cent fled �.�s E ^si :Pt Kb. 5087533-6 CUSTOM CANOPIES
Inter' ---N E01
X19 P. .,ID6C.E�$.>��8�,!!�.
9939 Canoga Avenue
lJ9' c=/ccariafurl c /indiir ot9r``Q"� Chatsworth, CA 91311
9234 Stamps Avenue (818) 993-8448
• _
Downey, CA 90240
Phone 6t Fax (562) 861-5333 DWG No. NIP2010 Rev. f Page 1 of 1
1
Mar 20 07 01:03p Custom Canopies " ' 8189939678 - p,3
f
-445
22:5`
3/8" thick gusset 2
�. plate both sides,
welded all around -
Stee
- - pens:
-ROOP PLAN
i --------- N.T.S.. ,
Requirements for canopy installation:
Canopies shall be least 6"away from any other,
structure which may be damaged due to canopydefle,
3/16 Setback 6t separation from other structures shall be,
per applicable Zoning Code.
This structure shall not be used wherefire rating is re(
due to location
or due,to ocmpancygroup..
^ The above are to be determined on a case by
case basis by the pro1ect architect or client. ,
A
TEFL POST > '
D IN FTNG.
IM
36" m(n.
P
1/4 .
' embe meat %!�
o°°
� �
3 - #3. ties 4"o.c.
�
.
at top, 12" o.c.
�.
thereafter
318'A* x 2" ROD C�
CABLE ANCHORAGE
/ ..
7o a
1/4
12" CLtd.
AT
7-1 !2"
b .
Round or square
High a
8
.
ootin r table
f 3 Pe
1 S/8"0 M. BOLT
f)
4'' �
'fabric.,.
hereon.
PER IXG
-
2-11270.
Footing Detail
2 OXS PIPE
: Scale: (done
4" Scale:.9 -t/2" =1
STEEL POST PER.
2" '
..
TABLE SEE:
"dec 07 06 11:20a Graham: ?aine 818 9939678 p.2
E
Custom Canopies. Intl.- Inc:
r
"SAFEST UNDER THE SUN" j
Specifications for standard shade canopy
Post size: 3.5 " - 4" galvanized tubing. I
Roof members: 2:5" round steel tubing x 14 Ga.
Concrete footings: 3'—,4,' deep. CITY of La, ��UINTA
Concrete slab mount : Baseplates 8" x 8" x'/Z" BUILDING 6% .AFEN DEPT.
APPR IOVD
Finish: Powdercoating over,galvanized steel. FOR CONSTRUCTION
Fabric: High-density polyethylene, up to 90%shade. DATE5 -BY
Cable: 7 x 19'x 114`.' Galvanized aircraft cable_
X07-
Warranty: 8 Years on'materials and workmanship:
PROJECT NO.
r2E
O EXCEPTION TAKEN ❑ MAKE CORRECTIONS NOTED Spec. Section Shop DWG/Submittal No.
EJECTED 0 RESUBMITTAL NOT REOUIREUBMITSPECIFIED ITEM •[]REVISEANDRESUBMIT
ING IS ONLYFORGENERALCONFORMANCEWITIJ THE DESIGN REVIEWED FOR GENERAL ACCEPTANCE ONLY THIS
CONCEPT OF THE.PROJECTAND GENERAL COMPLIANCEWITH REVIEW Dr..Fs NOT RELIEVE THE SUBCONTRACTOR OF
INFORMATION GIVEN IN THE CONTRACT DOCUMENTS, ANYACTION, THE REStLQ �89,i'r'Y FOR MAKING THE - is ✓ �^CONFORM
SHOWN IS SUBJECT TO THE REQUIREMENTS OF THE PLANa AND TO THE KLQutREP•�f NTS OF F iE COP: t E .., is i HE
SNF.CIFICATIONS. CONTRACTOR IS RESPONSIBLE FOR DIMENSIONS SUBCONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS,
WHICH SHALL BE COWFIRMEDANp CORRELATED AT Tl� JOS SITE; CORRECT FABRICATION,:000RDINATION, AND ACCURATE
t ,6RICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION; FIT WITH THE WORK OF OTHER TRADES.
C00RDINATIONOFHIS WORK WITHTHATOFALLOTHERTRF ESAND TURNI_4/—L
R CONSTRUCTION COMPANY
THE SATISFACTORYPERFORMANCEOFHIS WO r�
DATE REVIEWED L� RESUBMIT
�I
ABY A
SRlUfANN & ASS NATES ' . BY. DATE•
Palm Desert, California'
Telephone (760) 777-9131
40ec 07 06 '1 1 s 20a
Graham Paine
818 9939678 P.3
Product Description
Commercial 95 is a high quality, heavy-duty
knitted shade fabric specifically for tension
structures, awnings and shade covers designed
for.commercial and architectural applications.
Material
Yarn UV stabilised HDPE
Construction Mono filament & tape
Pattern Lock -stitch knitted
Temperature range -22°F to +167°F
Properties
Nominal fabric mass 9.38 to 10.32 oz. sq. yd
(AS 2001-2.12)
Approximate thickness 0.06 inch
Features
Strong HDPE fabric won't rot or absorb moisture.
Stentered (heat -set) to reduce shrinkage and for
ease of fabrication.
10 year UV warranty on fabric.
Made in Australia to meet harsh weather
conditions.
Usage Instructions
Do not use against flames.
Contact with organic solvents, halogens or highly
acidic substances may reduce the service life of
the fabric and void the warranty,
Biaxial elastic material properties available on
request.
Performance
According to Australian Standards
USA Rev.2 11/03
Tensile Strength - Warp
21.74 lbs./in
(AS 2001.2.3) '
Tensile Strength - Weft
46-95 lbs./in
(AS 2001.2.3)
Wing Tear - Warp (mean) -
32.15 lbs./f
(AS 2001-2- 19)
Aquatic Blue
Wing Tear -Weft (mean)
45.63 Ibs./f
(AS 2001.2. 19)
96.7%
Bursting Pressure (mean) ,
464 psi
(AS 2001-2-4)
Transmis.
13.8%
Bursting Force (mean)
395.21 lbs./f
(AS' 2001.2.19)
415631
Flammability
(NEPA 701. Specifications Test 2 -
Flat Sheets) .
94.9
PASS
Av. Char length
6 in.
Afterflame time
None sec.
Bum on floor
i
None sec.
ch
ch
Flammability results according to Australian Standard -
AS1530 available on request.
Colour..
Factor
Transmis,
• .
Factor
Aquatic Blue
308766
96.7%
11.9%
882
Transmis.
5.8%
Transmis.
13.8%
Block
'94.2%
Black
415631
95.9%
5.1%
94.9
4.9°%
5.1%
95.1%
Brunswick Green
308728
97.4%
4.4%
95.6
3.1%
4.8%
96.9%
Cherry Red
415662
94:9%
19.0%
81.0
9.0%
21.9%
91.0%
Desert Sand
308704
96.5%
'15.8'%
84.2
5.2%
19.00/0
94.8%0
Natural
30875921.1%,'iMS%
9.84 ft.
164 ft
_
78.9
4.9%
25.9°%
95.'1°%
Na Blue
308735
folded }
94'5 %
.
43% .
95.7
3.2%
4,7%
98.8°%
Ochre Red
415617
95.4°%
5.6%
94.4
3.3%
6,2%
96.7%
Rivergum Green
308711
95.7°%
14.2%
85.8
7.06/0
16.30/9
93.0%
Sky Blue
415624
95.2°%
5.3%
94.7 -
3.2°%
5.9%
96.8%
Steel Grey
415648
97.3°% :
8.1%
91.9
3.3%
9,5%
96,7%
Turquoise
308773
97.60/9
10.4%,
89.6
4.6`Y°
12.2°%
95.4%
Yellow
415655
94.6%
23.0°%
77.0
6.7%
27.7%.
93.2°%
Approx. roll weight: 121 lbs. Av. % Transmis. = Average % Transmission within the 290-770nm spectrum
Approx. roll diameter: 1.31 R Av. UVR Transmis. = Average % Transmission within the 290-400nm spectrum
Core diameter. 1.38 inches Av. PAR Transmis. = Average 0/6 Transmission within the 408-770nm spectrum
The above results are typical averages from quality assurance tasting end are not to be taken as a minimum specification nor as forming any contract botwoon
Gato POCAC and another party. Due to continuous, product improvement, Prpduct PrOtflpg aro subjoctto altur,tion without notico.
Notice: As the use and disposal of this product aro beyond Gale Pacific's control, regsrdtecm of erry nsswance provided without chvra6,. G vo Poclfic assumtr< no
Obligation or liability for the-suitebrhty of its products ,nany BoettiGc end we uppacation. It is the customors responsibility to determine whether Gale Pacific's
products are appropriate for the spocific apolladlon and compow with any tagal & paten regulations.
FOR MORE INFORMATION - PLEASE CONTACT:
The Ultimate
UV Protection!
DSA Approved
www. .ustomshadecanopies.com
• Up to 98% UV protection
• Up to 90% shale - lowers
temperatures signif cantly
• Withstands 80,nph winds
• Permanent
• Proven to last 12+ years
• Engineer desigred
• Custom sizes to fit any arE
• No maintelance
dav¢ bang assoc,, inc,
P.O. Box 1088
Tustin, California 92781
Fax 1-800-729-2483
Toll Free 1-800-669-2585
W� 20 b7 01:03pr.
Cl i.✓'
Custom.' Canopies
BL.1�
8189939678
p.2.
CANOPY SIZE.
(MAX. AREA) POST POST SIZE O FOOTING SIZE
HT, (FT)
L'xnb.. x
1M
Non -Constrained
TS -3 x 3 x 3/16 24"o x 39- Deep
8' or
3 o STD PIPE Constrained
24`a x 3V— Deep
=III=111=
20'X 20' Non -Constrained
ICY TS 3 x 3 x 3/16 24"e x 39 Deep
or
376 STD PIPE Constrained
241e x 39— Deep
1. Member sizes for hips and gables of all canopy sizes are as shown herein.
2- Max. lateral deflection fs limited to 1-1/2"
.
g- A round footing may be substituted with a square foodrrg when the sides
equal the diameter shown hereon: The depth shall be as indicated.
fj iti.ortc-
Non -Constrained: No post restraint is provided at surface of soli.
Constrained: Restraint is provided at the ground surface such as a rigid
floor or pavement.
SIDE ELEVATION
N.T.S.
around
' DESIGN CRITERIA:
Structural design conforms to the 2001 California Building Code.
2-1/2"0 XS PIPE Exposure: C Basic wind speed ; 80 mph
CONCRETE:
Concrete shalt attain a minimurn compressive strength fc of 2500 psi:
Existing cont. slab assumed to be fc= 2000 psi min:
STEEL
tie: 1-1/2" =1'0" Structural steel shall conform to ASTM A-36.
Machine bolts shall conform to ASTM A-307_
:L CABLE
FFABRIC
polyethylene
'tade _.
Pipe columns shall conform to ASTM A-53 Grade B.
�oFEsslon, � Steel tubes shall conform to ASTM A-500 Grade 13, Fy = 46 W.
Q �y0 G. dF ti
c,- WELDING:
Ja +� Wetding shall be done by electric shielded arc process using E-7UXX
o- 'i,3 -*7 Oy electrodes. Special inspection is required for field welding.
.v Q
crj oc� REINFORCEMENT:
Re -bar shall conform to ASTM A615 grade 40.
prance from soR shall be 3" minimum.
JOB ADDRESS:
20 x .7-,() 111PROOF DESIGN
Job No. 05-145
C10i BVREer Uc. 'Ab C,43717
100 Cesdd jied Ptws 5c-: .,er lJo. 5387533-60
Ea
- E!V o, P. F. Inc.
9234 Stamps Avenue
Downey, CA 90240
Phone 6: Fax (562) 861-5333
CUSTOM CA CIPIES
InterlEtationid, Inc.
9939 Canoga Avenue #ID
Chatsworth, CA 91311
(818) 993-8448
DWG No. HIP2020 I Rev. f Page t of 1
ar 20 07 01:03 Custom -Canopies
23.5'
3/8" thick gusset 2 .
plate both sides,
welded alt around Stee
2"0 XS x 8" LONG PIPE �
p
- 0OF PLAN erii
Requirements for canopy installation:
2-1 /2"13 XS PIPE tYP Canopies shall be at least.6"away from any other
structure which may be damaged due to canopydeflei
5 112" 3/16 Setback It separation from other structures shrill be
per applicab(e Zoning Code. ,
cture shall not be used where fire rating is rec
i Scale:.1-1 =9'0" due to Ioc n or due to occupancysroup�
The above are o be deter 'ned on a case by
Tject car "tact or client.
CITY.OF QULN, T.
295 slope for L E1�EL STM POST
BUILDING & SAF 1 -P
drainage . E/SEDED /N FTNG. AP P®`
FOR CONSTRUC N
4 - #4 VERT. 7" . 1- 2 O XS P E
i
101 BY
-36"m n. P DATE 3
embe merit %� o°° 3 - #3 ties 4 • �1/`l W
.. i
%; ,•; �/j` at top; 12" o.c.
thereafter.
3/8'e x 2" ROD @
CABLE ANCHORAGE
12" CLR. 78 ", .114
AT
f
6". Round or square i Nigh a
footing per. table, (1) 5/8" M. BOLT `1'' fabric.
hereon. PER Ca 2-9/270.
b
Footing Detail 2"OXS PIPE
i 2:.
Scale: (done .. 4 Scale: 1.1 /2" =1
{ STEEL POSTPER 2"
TABLE SEE O '
8189939678' p.3
L ense•HoJders:.i Page 1 of 1
BOARD FOR PROFESSIONAL ENGINEERS AND
LAND SURVEYORS
Licensee Name: VEGA CAYETANO GONZALEZ
,License Type: CIVIL ENGINEER
License Number: 43117
License Status: 'CLEAR Definition
Expiration Date: March 31, 2008
Address: 9234 STAMPS AVE
City: DOWNEY
State: CA
Zip: 90240
County: LOS ANGELES
Actions;• No
Disciplinary. Actions
No records returned
This information is updated Monday. through Friday - Last updated: MAR -20-2007 .
Disclaimer
All information provided byahe Department of Consumer Affairs on this web page, and on its other web pages and
internet sites, is made available to provide immediate access for the convenience of interested persons. ' While the
Department believes the information to be reliable, human or mechanical error remains a possibility, as does delay in
the posting or updating..of information. Therefore, the Department makes no guarantee as to the accuracy,
completeness, timeliness, currency, or correct sequencing of the information. Neither the Department, nor any of the.
sources of the information, shall be responsible for any errors or omissions, or for the use or results• obtained from
the -use of this information.. Other -specific cautionary notices maybe included on other web pages maintained by the
Department. All access to and use of this web page and any other web page or internet site of the Department is .
governed by the Disclaimers and Conditions for Access and Use as set forth at 'California Department of Consumer
Affairs' Disclaimer Information and Use Information.
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