0203-117 (PAT)LICENSED CONTRACTOR 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 # Lic. Class Exp. Date
(5782.56 C.'t51 D03 '11( X3
Date'/1i Signature of Contractor s' �a'-�*
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's
License Law for the following reason:
( ) 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 & Professionals. Code).
( ) I, as owner of the property, am exclusively contracting with licensed
contractors to construct the project (Sec. 7044, Business & Professionals
Code).
O I am exempt under Section_ , B& P. C., for this reakson
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 & policy no. are:
Carrier - Policy No.
ST ATR FUND 04602-00IM49
(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 manner so as to become subject to the
workers' compensation laws of California, and agree that if I should become
subject to the workers' compensation provisions of Section 3700 of the Labor
Code, I shall forthwith comply with those provisions. 't
Date: Applicant , 4d.. fr
—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. I 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 inspection purpo es. ('7
ybe!a.• G'
Signature (Owner/Agent) �_;!
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
Exhaust Fans
O.K. to Wrap
F.A.U.
Framing
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
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
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
iYlumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
:4awer 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:
...............................................
....
AtrasAwning Company
754 Williams Road LIC: 678256
Palm Springs, CA 92264
PH: 760-327-8466 FAX: 760-327-8467
For.
Park: n�.r i Phone:
CLEARSPANS FOR 3 X 8 RAFTER .
70 MPH
101 OR LESS
S3'
90 WH
17 OR LESS
1 ..
- - - 90 MPH WNDSPEED
28
17 OR LESS
C
HANG
10
8
21'•1•
.274
MESTANDINO AND ATTACHED LATTICE PATIO STRUCTURES
26.7
28-
27
D -
-14'46S42
10
1T
TR04
MAXMUN COLUMN SPACING
r r
STEEL C BEAM
WE
TR6
MA%GUN COLUMN SPACING
3Y STEEL C BEAM
LIVE
TRIG
0.030 x r x 6 BOX BEAM
28
0.04r x r x r BOX BEAM
A
DOUBLE 0.037 x r x 6
29
MDf/l
FOR ATTACI®LATTICE dl SLAB
LOAD
WB7fN
19
LOAD
WD)1N
S4'
MAX
CONS.
FOOfMO $E
MAX
CONS.
FOOTING 5�.
MAX
OOHS.
FOOTING
S�
MAX
CONS. FOOTING S�
MAX
CONS.
FOOTING SIZE
11'-01'
NEAOER MUSTBE ABLE TO SPAN
COLUAN
FREE
ATTACH®
S
6-1T
HEADER MUST BE ABLE TO SPAN
COUA,M
FREE
ATTACHED
28
21
COLIeON
FREE
ATTACHED
21
COLUMN
FREE ATTACHED
COLUMN
.FREE
ATTACHED
io-r -
I15DX'COLUMN'A'
ALL Qf/ff7R
FIR
FIR"
MDl
USING COLUMNA'
ALL
SPACING
FIR F7R
MDI.
SS
SPACING
11'•T
30
SPACING
FIR
FTR MMMUM
6
TS
SPAC2NG
FTR
ilR
MM
SPAGNO
FTM
FIR MIN.
17.11'
27
MAX LENGTH OF COLUMN
COLUMNS
21'
V
Y
COLUMN
/7-r
14'-T
MAX LENfTI11 OF COLUMN
GATHERS
27
Y
V COLUMN
1S•100' 28 24 E B 0.012.1 Irr SQUARE ALUM H 17 MAR COLUMN LENGTH
201
V
Y
COLUMN
113'
Y Y
COLUMN
C
Y
Y COLUMN
64-
CLEARSPANS FOR 3 X 8 RAFTER .
70 MPH
101 OR LESS
S3'
90 WH
17 OR LESS
6•r
- - - 90 MPH WNDSPEED
28
17 OR LESS
C
HANG
10
8
21'•1•
.274
25-T
26.7
28-
27
D -
-14'46S42
10
1T
S4
S-7
64
6•r
173'
29
29
C
10
4'
11'-T
28
17
A
1T4'
29
20
A
1S4
20
19
A
-
S4'
S
16-10-
1T -T
201S
21"4
`
: 17
WA
T-10`
16
8d
8-11'
S4
5-10'
11'-01'
29
29
"C
4'd
S
6-1T
25
18A
28
14'3'
28
21
A
14'-1'
28
21
A
28
28
6.
18.1-.,
io-r -
1T4
1T4-
16
V.I.
93'
17.1"
28
19
C
Bd
SS
S4
11'•T
30
30
C
29
6
TS
23
17
A
11'-11-
26
20
A
17.11'
27
21
A
21'
16
T
17.1'
/7-r
14'-T
iS4 -
264-
27
22
C
1S•100' 28 24 E B 0.012.1 Irr SQUARE ALUM H 17 MAR COLUMN LENGTH
201
BS
5-11'
63'
113'
30
30
C
28'
T
64-
23
18
A
101•r
.26
21A
, E
17-T
27
22
- A
IT OR LESS'
6
10'-r.
11'4
174
17-1'
253-
26
22
C
21'
11'-11'
30
8-10'
S4
11'4
31
31
C
27O-
6
S -T
23
17
A
V-11'
25
21
A
11'-4'
26
22
A•
6
64-
64
11'4-
11'4
24'3•
28
23
C
I r.r
2r
16.1•
30
4'4r
4'4
11741-
30
30
C
8
5
6
4'•11•
25
18
A
T-11- .
25
20
A
1014
26
23
A•
6
101
6S
6-10-
1013-
1014
23'4
26
23
C
6
10
BS
2519
14'-r
A
T•7
-25
21
A
17•r
26
24
A•
20
7
IVA,
11'4
17.6'
174
-
r4-
6.1?
V
101 •T
11' 4
_
42'4
1T
rd.
64
64-
6d
21'-11-
25
23
C
4'4
S
6-101
63'
104
11'4
17
6
64'
20
4'
Sd
22
14
A
6•r
25
16
A
11'4•
26
17•
A-
"
29
25
I
17
T4
r4-
6d
641'
21'-0-
25
24
C
26
'-6
T4-
Td
6.11•
6-r
.163'
529
6
8-T
22
15
A
r -r
23
16
A
101S
26
19-
A'
- 11'
17
Bd
64
T-10`
6.1- -
201-7-
25
25
- C
T
`- 64'
' 6-T
T8'
r•10'
16-1-
30
25
C
6
6-1-
23
18
A
64-
25'
18
C
14'
64
64•
r4• '
Td
16S
25
25
C
6
54
58
64'
6-10'
1T-101"
29
25
C
T
53'
23
17
A
6d
25
C
1S
S -T
S-10`
6-10-
T41641-
25
25
C
IT
4'•11-
S -r
5.11-
6.1-
16 -IW
29
26
D
6
P -T
23
17
A
6-1-25
1
C
16
S3'
S-0-
BS6-T.
16•r
26
26
C
101e•T
- S4-
5415'•11'.
28
26
D
6
Td
23
io
0
C
1T
S -0'S
-T
646-r-_
1T -T
25
25
C
If
4. .10-
6d153--
28.
27
D ".
101
TJ
22
1
C
IV
8d
8-11'
Sd
SIP
'1r-1'
26
26
C
17
for
4'-r
14.r ..28
28
D
25
4' .
T•T
23
15
A
1014-
26
17
A•
.
16
846-6"
64r164
26
'26
C
17
14'4
28'
28
D
S
5-11-
22
15
A
6•r
25
18,
C
29
F.I.
S3- -
16.3
27
.27
C
16
174.
28
28'
D
6
4'•11'
22
16
A
V -T
25
19
C
21'
4'-10`
S4.
" 15-10"
28
26
C .
1S
174
29
29
D
T.
-
r4
23
18
. C
27
X.-
4'4
158
27
27'
C
16
17•T
.30
'30
D
IF
-
T3-
23
19
C
90 MPH
'101 OR LESS
1T
_
17.7
30.
30
E
6
6.10'
23
20
C
10
4'
2T-1'
274
25-T
26-7
16-
11'•11'
30
29'
E
101
64
23
21
C
S
16.10`
it -r.
264
21"4
16
11'-T
30
30
E
30
8
6-2r,
23
15
A
6S
25
18
C
6
14'-1-
14'4
1T4
1T$
20
IV.,
30
30
E
S
4'•111
22
15
A
6S
'25
18.
C
T
17.1'
17-r
18-T
154
27-r
29
24"
C
21'
11' 4
30
30
E
6
T-0-23
17
C
6
id -r
11'4 '
174
15-11
201.7
28
24.'
C
27
10141'
30
30
E
- T
7.11
23
18
C
25
8
6.11-
64-
10'.10'
11'-1-
6
64- ,
x.54
11'4-
11'4
19'-T
28
25
C
V.
_
6-0'
23
19
C
16 .
6S
6-10-
163-
10'4
164
28
26
C
S
T•T
TS
64
8'•11'
40
If
4'-0'
22
14.
A
6-r
25
16
C
T4
6Q
64.
6d�
1T-0'
27
25
C
6
5.11-
63-
r -r
TS
S
-r4-"
n
16
C
17
T4
r4'
6d
64
/6.11'
27
26
C
. 'T
54'
54'.6-Y
64'
16-1"
30
25
C
6
- 6•r
23
17
C
17
6d
64
T•10-
6-1'
163-
27
27
C
6'
4'4
84
5S
S -r
1T-00'
29
25
C
-60
Ir
r-1-
22
X14
A
6-r
23.
-15'
C
14'
64
64'
r4-
T4
154
27
.27
C
6
WAIT
4'•11-
16,-11T
29.
26
D
S
S -T ..
-22
15
C
'
1S
S -r
S•10'
6./7
T4
15•r
27
27
C
101
15-11'.
28
26
0
-
TABLE
42
CLEARSPANS FOR 3 X 8 RAFTER .
LIVE PANEL
16'
S3'
S4
6S
6•r
18-0'
28
28
C
HANG
•11' .
.
..
`64'*
02
153'
28-
27
D -
-14'46S42
- 6.101
1T
S4
5-r.
64
..8-r
14'3''
28
28
C
64'
17
` FACT
5.10- -
6
t04
641'
18-r
28.
2E
D '.
W-1•
54•*.
,16
84
8-11"
S4'
;5-10-
" 17-10'
28
, 28
C
`
: 17
WA
T-10`
S41-
184
28
`'28
D
15•T
- 15-1'
27
27
'76'
C
C
4'd
SS
5`4
17S
28
28
C
16Bd
18
8-11-
Si
.5 -Iv
14'-W
IT -r.
28
28
D
'S
4'4 4'S SS S-0' COL FOR ATTACHED LATTICE COLUMN E B' -IMAX COLUMN LENGTH
2V
16
V.I.
93'
17.1"
28
29
C
'28
' 1S
.6
- 8-T r -r .. ' PATIOSTRUCTURES' :HGHT - -F -'• 1/- MAX' COLUMN LENGTH -
174
29
29
D
6-11
53-
21'.
27
27
8.10`94r
174
28
29
' C
21'
16
4'-10-
64
17-r
17-r
30
30
0
' -
1S•100' 28 24 E B 0.012.1 Irr SQUARE ALUM H 17 MAR COLUMN LENGTH
27
27
4'4r
4'4
176'
29
29
C.
28'
1T
6
19
IT
15.7 28 25 E SCROLL COLUMN .64 ABLE 4.6
14'41• 28 26 EB 0.07rx r SQUARE ALUM COLUMN 11'4 ALL COLUMNS MAY BE REPLACED WRIT A STRONGER COLUMN
14'S 28 27 E C 0.040`. rCLOVERLEAF COLUMN 174 'A' MAY BE REPLACED W/BJ
123'
30
30
, E
701,PH=
IT OR LESS'
10
4'
21'-1'
274
29-T
'AV
11'-11'
30
29
E
1T•r
10
4'-
21'4'
27O-
25-T
26.7 `
17
IVAIT 27 27 E D FLUTED COLU.M ALUM. 0.087 174 T7 MAY BE REPLACED WIC -J, EIC.
30
8
TS
T-101
6-11
64-
17
5
16.1?
1T -r
2015
27'4
17-T
I r.r
1S4
16.1•
30
S;
'64.
91J'
T-7
TS
5D
8
5
'
101-r
64'
6
14'•1'
18.8'
1T4
1T4
25
26
-
3'-10` 4'4 47 4'41• G C SQUARE STEEL COLUMN 12-M - -
H S SQUARE STEEL COLUMN 174 A
6
V_T
S3'
6.1'
6-r
-
2826
C
6
T
17-1'
17-T
14'-r
154
27-T
27
-23
C
28
28
T
C
C
C
4'd
S -Y
S4"
18V' -
30
25
D -
-
r4-
6.1?
V
101 •T
11' 4
_
42'4
13'-1'
27.1'
27,
' 24
C
6
5.7
5d
4'4
4'-W
1T8.
28.
25
-D
17
6
64'
94'
11'4'
11'4
.26.10'
27
24
C
SHEET 6 OF 8 DATE: 2/8/2000
6
16-10-,
29
25
" E
101
6S
6.10'
1013'
1014
19.9'
26
-24
C
16
.163'
529
27
E
I V
74
64
641
Sd
18'-10'
26
25
C
- 11'
15-V
28
. 27
E'
CLEARSPANS FOR 3 X 8 RAFTER .
LIVE PANEL
. 24.O.C.
LOAD
'r
701W
OVER
OVER
25
MPH
HANG
HANG
6
274'
11'4-'
`64'*
02
2T•r-
17-r
-64.
6
-14'46S42
- 6.101
4'•11-
C
15-10'
6.11'8
6-r
-'25
' 1V -r2
6-101'
4'S
64'
1T$
` FACT
5.10- -
6
t04
641'
. 6-112
X0'.
18 -
1S -r!
W-1•
54•*.
6
T4
6442
- 7.11'
. T4
1 r-9'
T46
4'-0•
60
4;-01'
4•112
WA
T-10`
S41-
CLEARSPANS FOR 2 X 6 RAFTER
LIVE
: PANEL
. 24-.O.C.
?LOAD
'r
709 0.'"
OVER
25
25
MPH
HANG
" 10
0.024.
tr-T -
`64'*
17
0.072
16-1.'
-64.
20
0.024
- 6.101
4'•11-
C
0.032
lr_rr
6-r
-'25
0.024.
6-101'
4'S
64'
0.032'
11'4
5.10- -
30
'..0.024 -
-T-0'
X0'.
18 -
0.032
16.5
54•*.
40
0.024
V-101
- 7.11'
. T4
0.032
64-
4'-0•
60
0.024
WA - -
WA
0.032
r;
3'-10'
A' a V MAXP" COLUMN LENGTH '
A- 101 MAMM COLUMN LENGTH 1'
MAR 0 3 2000
w
C
-
17
T4
T4-
64
641•
- 164
25
25
C
17
1T -r : 28 28 E TABLE 4.3 TABLE 4.5
17
64
64
T-10'
6.1'
1T4•
26
26
C
. 1S
18-10' 29 29 E FOR 10 PSP DOUBLE RAFTERS MAY BE USED 48.O.C.
14' "
B4
64'
74'
Td
16-0'
26
26
C
18 -
14'4 29 29 E COLUMN SCHEDULE FOR FREESTANDING
\
iS
S -T
5-17
6.10'
. T4
16.1'
27
27
C
15
14'-r 30' 30 E STRUCTURES AND INTERMEDIATE COLUMNS FOR
16
1 r
6.7
64
SS
S -r
6S
64
6-T
6.2' -
15•T
- 15-1'
27
27
27
27
C
C
16
17-16 30 30 1 E - MULTISPnN STRUCTURES j
S-0' 5-11' 6-10' T4 - COLUMN SCHEDULE MAX COLUMN -. NOTES
40
8
16Bd
8-11-
Si
.5 -Iv
14'-W
28
28
C
'S
4'4 4'S SS S-0' COL FOR ATTACHED LATTICE COLUMN E B' -IMAX COLUMN LENGTH
,.
16
4'4
SS
V40'
184•
'28..
'28
C
.6
- 8-T r -r .. ' PATIOSTRUCTURES' :HGHT - -F -'• 1/- MAX' COLUMN LENGTH -
201
6-11
53-
17-11'
27
27
C
T
16-T 29 24 E A 0.024-.3' SQUARE ALUM COLUMN I V4r G 17 MAX COLUMN L84GTN
21'
4'-10-
64
17-r
28
28-
C
..6
1S•100' 28 24 E B 0.012.1 Irr SQUARE ALUM H 17 MAR COLUMN LENGTH
27
4'd
84
1r3-28
28'
C
6
19
IT
15.7 28 25 E SCROLL COLUMN .64 ABLE 4.6
14'41• 28 26 EB 0.07rx r SQUARE ALUM COLUMN 11'4 ALL COLUMNS MAY BE REPLACED WRIT A STRONGER COLUMN
14'S 28 27 E C 0.040`. rCLOVERLEAF COLUMN 174 'A' MAY BE REPLACED W/BJ
90 MPN
17 OR LESS
10
4'
21'-1'
274
29-T
263•
S
16.10`
1T•r
201-0-
21•'4
17
IVAIT 27 27 E D FLUTED COLU.M ALUM. 0.087 174 T7 MAY BE REPLACED WIC -J, EIC.
6
14'-1-
184
1T4
1Td
17
17428 28 E E r CLOVERLEAF STEEL 0.048• 174 LINEAR INTERPOLATION FOR ALL CALCULATIONS IS ALLOWED
T
17.1'
17-T
I r.r
1S4
16.1•
30
25
C
14 I
I I 17-r -1 2e 1 28 1 E F r SQUARE STEEL COLUMN 174
5D
8
5
6
101-r
64'
11'4
64
174
11'4•
17.1'
11'4
Ir -10-
16.10•29
29
25
26
C
C
3'-10` 4'4 47 4'41• G C SQUARE STEEL COLUMN 12-M - -
H S SQUARE STEEL COLUMN 174 A
0
101
6S
6-10'
101J'
1014
15.11'
2826
C
6
I J IrSQUARESTEELCOLUMN 174 IL®MLY'HTR'fi
11'
17
1r
Td
T4
64V-7
64
r4-
-
64-
64
T-10`
6d
6418-T
6.1-
1S3-28
14'4
28
28
27
28
28
C
C
C
T
6
6
14'4 28 23 E
1r-10' 27 23 E Bl1Q.IHVC+� 13 Al
174• 27 24 1140 ALL PRO DRIVt
18
15
64
6-T
64•
s-10`
r4-
6.1?
TS
T4
174
174
28
29
28
29
C
C
16
11'
17-17 27 25 E - ELKHART IN 46514
17S 27 26 E ICBG ES EVALUATION REPORT ER -2621P
6
5.7
5d
6S
6-r
1 •T
C
17
7• ' 7 E MEAGER SPANS, COLUMN SPACING.
FOOTCR SQE AND COLUMN TYPE FOR
TABLE
4.1
fRCCSTANDINO AND ATTACNCD
LATTICE PATIO STRUCTURES
SHEET 6 OF 8 DATE: 2/8/2000
9' m
V6070 0
6q•:3-31
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