0110-312 (MISC)LICENSED CONTRACTOR DECLARATION �
I hereby affirm under penalty of perjury that I am licensed under prqvisions of ----
Chapter 9 (commencing with Section 7000) of Division 3 of the- Businesi�.an'-_�
Professionals Code, and my License is in full force and effect. I
Date/,/"' 2 _11' Signature of Contractor --
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Law for the following reason: I I
.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 & Professionals Code).
( ) !, as ow6er of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals
Date -'.' Signature of Owner ,
WORKER'S COMPENSATION DECLARATION
| xomUy affirm under penalty of perjury one of the following declarations:
(>|-hmmand will maintain ocertificate ofconsent mself-insure for,wnmo,s'
Compensation, as provided for by Section 3700 of the Labor Code, for the
1?6��rmance 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'lberformance of the work for which this
permit."is' issued. My.workers' compensation insbrance carrier & policy no. are:
NOW
'(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 any person in any ma , nner so as.to become subject,to ti�ie
Workers' compensation laws of California, and agree that if I. should become
subject to -the workers'- compensation provisions of Secti,on 370b of the Labor
Code, I shall forthwith'co.mply with those provisions.
Date: Applicant
Wgrh�in" g:' Failure' to secure Workers'.Compeniation coverage is unlawful and
shall subject an employer to criminal penalties and civil fines up to $1.00,000, in
addition to the cost of compensation.' damages as provided.for in Section 3706
of the -Labor Code, interest and attorney's fees.
IMPORTANT Application is hereby made to the Directoe of Building and Safety
for a permit subject to the conditions and�estrictions set -forth. on his
1. Each person upon whose behalf this application is made & each person at
whose request and for whose benefit work is perfornrI under or pursuant to
any permit issued as a result of this applicaton agrees to, & shall, indemnify
& hold harmless the City of La Quinta, its officers, agents and employees.
2. Any permit issued as a result of this. application becomes null and void if
work is not commenced within 180 days from date of issuance of such
permit, or cessation. of work for 180 days will subject permit to cancellation.
| certify that | have read this application and state that the above information io
uo,mm. | ogmotucomply with an City, and State |mwo relating tnthe building
uonstmction, and hereby authorize representatives of this, City m enter upn»
meobovo'monhonodproperty for inspection purposes.
|
BUILDING PERMIT
0110-312
DATE VALUATION W=A)o LOT TRACT 1-7840
JOB SITE
ADDRESS 4&5WVVAkSMK(=K
APN
OWNER
CONTRACTOR/[ ENt"INFER
)R.t%hT(,q0 LA QUINTA HOA
30 CAL MAGPOLE
48-500 WAMIMUMN
455-54 YORK BLVD
USE OF PERMIT
M,,$rjTRUCT1O1N TORE 101 ..Ooo-,15
NOV -0 2 2001
WYCIFLAQUINTA
RECEIPT
DATE/?
BY
DATE FINALED
INSPECTOR
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING
Set Backs
Forms &Footings
APPROVALS
_ _
16
MECHANICAL APPROVALS
Underground Ducts
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
Exhaust Fans
O.K. to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Patty Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath.
r
Final
Final
BLOCKWALL APPROVALS
POOLS - SPAS
steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
I I
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
Encapsulation
Gas Piping
Gas Test
Appliances
Final
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)
COMMENTS:
Page :1 of , 3 ,
Jess Esparza &Associates -
6107 YORK BLVD
LOS ANGELES, CA 90042
323/256-8157" FILE: FLAG2000
FLAGPOLE ALUM POLE:150 GRIT POLISH 25-ALUM FLAGPOLE*
JOB: RANCHO LA.QUINTA DATE OCTOBER. 3:9 2001
_• OWNER: = i-IO�, M_ �E���1vtlNEiL S, i43$OG - _
CONTRACTOR:SO CAL FLAGPOLE CO. 4551 YORK-BLVD LACA 90042 LIC# 176064
1 _ -
DIA. BALL= 5 - -
2 0 o J'14:-GA S PUN ALUM
22 I H1= I O� 4 x FLAG
11.'00 6
H=
00 Hl= TAPERED HT.
- I-- --- 0.156 WALL
_ 9
H2= I 3 ALUM.6063-T6
L 14.00
--.� H2= NON TAPERED HT.
5v- 4 0: 156 WALL
�. ALUM.6063-T6
p FF! G� Cole
CITY OF LAC�l�INTA j 5 TOP DIA 3 INCHES
6 BUTT' DIA= 5 INCHES
BUILDING & SAFETY DEPT.
APP®OV 7 4.0 0=EMBEDM' T
YY��II FTG. DIA= 2; FEET
FOR CONSTRUCTION
12" USE 2.500 PSI CONC.
.......
GATE f'D 3/LOIBY'M$ 12" REBAR CAGE : 6#5 VERT BARS
./....... ..:......
_ .- • 8 & #4 CIRC TIES @ 6" O.C.
1 REVOLVING,NON-FOULING TRUCK,CAST ALUM BODY,STAINLESS STEEL BALL
BEARINGS AND,NYLON SHEAVES.
2 4-BRONZE SWIVEL SNAPS AND SET 'OF HALYARDS
3 9" CAST ALUM CLEAT .
4 ALUMINUM FLASH COLLAR W/CONC WATER PROOFING AND CAULKING,
5 FOUNDATION 16 GA. SLEEVE W/HARDWOOD WEDGES
6 BLACK ASPHALTUM PAINT INSIDE AND OUTSIDE SURFACES OF
POLE BELOW GRADE.',
7 DRY SAND TIGHTLY TAMPED-AFTER ALIGNING-,POLE
8 3/16 BASE AND SUPPORT PLATE WELDED TO GROUND SPIKE
�q
9 ALL SHAFTS WITH AN OVER ALL LENGTH OF MORE THAN'38'-6" ARE
SHIPPED IN TWO SECTIONS SCJ
EACH SECTION MATCH MARKED FOR FIELD P,SSEMBLY,EXPOSED PORTIO Na 19990
OF JAM SLEEVE MUST BE WELL LUBRICATED PRIOR TO ASSEMBLY. Erp. 9-30-Of
1 1/2" MAX SHOP GAP ALLOWED FOR FIELD-FITTING.-
CIVIL ` ``
- -
-Page
2 of ,3
TABLE NO.
16-G COMBINED HEIGHT,EXPOSURE
AND
GUST FACTOR COEFFICIENT
(Ce)
- ;-
Ht.above
ground
Ce for
Exposure C
0 -. 15
-
1,06
20
1.13 .
25
I
1.19,
,30'
1.23
40
I
1.31 .
60
I
1.43
80
100
(
1:61 ,
.BasicWindSpeed(MPH) 70 80
110 120 130
90
100
Press. (qs) in(PSF) 12.6 16.4 20.8
25.6
31.0 36.9 43.3
25
FT FLAGPOLE
UBC
1997
WINDLOAD 70
MPH
EXPOSURE' C
P=Ce*Cq*qs*I
Ce: 0-15="• 1.06
P'=
18.70 (WIND PRESSURE)
Ce:15-25= 11.19
P=
20.99 (WIND PRESSURE)
qs= 12.60
@70 MPH
Cq= 1.40
I = 1.00
N
cH- 1.10
FLAG AREA 24.00
SQFT
4 x 6
'
FLAG DRAG 36.97
LBS
•(.0014)(V"2)(FLAG
AREA'1/2)*Ch
Per NAAMM Specs
TAPERED POLE HT`
(H1)
=
11.00 AREA -1="
3.67 SQFT
NON TAPERED POLE•HT
(H2)
=
14.00• AREA 2=
5.83 SQFT
TOTAL POLE HT.
(H)
_
25.00 TOTAL A= -
9.50 SQFT
TOP BALL DIAMETER
-
5.00 INCH DIA.
TOP BALL AREA
=
0.14 SQ. FT.
POLE TOP DIAMETER
(OD):.
=
3.00 INCH DIA.
POLE BUTT DIAMETER
(OD)
=
5.00 'INCH DIA.
@� ESS/ N
POLE WALL THICKNESS-
=
0.156,1INCH.
N. Fy
,y
N0.19990
U
rt
EXp.9-30-OS •�
CIVIL
oQ?
F
OF GP�L��
Page 3 of.3
MOMENT@BASE
AREA x WIND P= FORCE x MOM. ARM= BASE MOM.
TOP BALL= 0.14 20.99 2.86 25.21 72.15
FLAGDRAG= 36.97 23.00 850.26
POLE 3.67 20.99; 76.97 19.50 1500.90
5.83. 18..70 109.07 7.00 763.52
SUM F= 225.87 # SUM M= 3186.83 FT-#
SUM'M 3186.83
h= ------- ------ 14.11 FT,
USE ALUM 6063 - T6 ALLOY SUM F 225.87
Fb= 1.17* 25*1.33/1.65= 23.6 KSI
4 4
3 . 14.16 (dl - d2
S= ---------------- d1= 1 5 INCH DIA.
32 * dl d2= 4.688 INCH DIA.
TH'KNESS= 0.156 INCH.
S= 2.7880983
fb= 13716 PSI < 25000 PSI allow OK
THEREFORE USE 5 INCH DIAx 0.156 THK
.FOOTING ASSUME CLASS 5 SOIL TABLE 18 -I -A UBC 1997
TRY 2 FT x 4 (FT EMBEDMENT)
S1= 4 /3*100*2*1.333 = 355
A= 2.34P/ 'S1 b
d=A/2{(1+(1+(4.36h/A))'�0.5]
2.340 x 225.87319
A ------=----=------- 0.743
355.47 x 2.00
0.743
d= ------ P 1+ ( 1+4.36 x 14.11 ) / 0.743 )-0.5)]
2
d= 3.77 FT. (EMBEDMENT)
SAY
THEREFORE USE -: 2 FT DIA x 3.77 FT.
CO.NC= 2500 PSI (FOOTING EMBEDMENT) E ONS
REBAR: ASTM A615 GRADE 40
MIN. REINF= .0018 X FOOTING .CROSS -SECTIONAL AREA 11j: .No 19990 A
0.01 USE 6#5 VERT BARS & ¢ l
& #4TIES. @611 O.C.
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