0103-037 (PAT)D
['9
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.
'.L I icense # Lic. Class Exp. Date
c-61 D911 'I 42C
Date, ,. !Signature of Contractor
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).
( ) I am exempt under Section B&P.C. for this reason
Date Signature of Owner
WORKER'S COMPENSATION DECLARATION
I hereby affirm under penalty of perjury one of the following declarations:
( ) 4 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.
(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 Ff I should become
subject to the workers' compensation provisions of Sect710,3740 of the Labor
Code, I shallrforthwith comply with those provisiohs.Date: }7/Applicant t'
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.
f6ertify 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 purposes.
Signature (Owner/Agent) r+ -+ /P ,/� + Ar Date
V i ! 1
BUILDING PERMIT PERMIT#
DATE i VALUATION LOT��o im TRACT
JOB SITEAPN
��• �•
ADDRESS
OWNER
CONTRACTOR / DESIGNER / ENGINEER
Alt iN
ML S A0 M140 COMPAWY
7.54 WIMdTAMLI.fi ROAD
: t,, Q',YW. A CA 92253
PALM 9P1~;UMS CA 5n,2&9
(7661'327-8466 (MIX 825
USE OF PERMIT
�.X .�+ LU0:Y1ATV00V #1.710 C.OVE"IRS AZ_` U3SwS REAR Oit'.f iiOUS.E.E 0M, LA1"PIC
PORCHIPATIO DF
•
'dOD`�I:. :•a� �G4 57r OF:�°'O3`��'Xl�H3C170H
ry�t
.FARMT ai)`KY H3" :IURY
PLAN CH1Y,K FU 101.000-429-:18 338, 50
MrNSULUC T1014 FEE 101••000-418-000 $90.00
STROM W37 10H V` E - RESID '101.000--2,414)00
���� p•��}p yy ��ar77�. pp qq i�p �yl g 9.g y�� �y �, ¢/•� �yq� � ��} �'�'[�{'(�/�•�;
1lil. 41,1'i.•',A.P' L C014KF 1.i�.A.1 %1.Y A� AMOPLAN irP�AL•»�. K
1 q �'p y
$149.13
$ 4 . R 3
t f 3X313 k RE -PA PAHO
S0.0110
RECEIPT
DATE
BX
DATE FINALED
INSPECTOR
INSPECTION RECORD
OPERATION j
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 � )�� ���
BLOCKWALL APPROVALS
Final
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
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:
i
J
�l
CITY OF LA QU11 N-1 k,
BUILDING & SAFETY DEP. 11.
APPROVED
FOR CONSTRUCTION
DATE
a
A RE-1PECTION FEE OF 1,30
WILL BEtoRGED IF THE APPR+'jv=0
FLANS JOB CARD ARE ��C - �.
�'HE S� FOR A SCr[D'i11ED
INSPEOON.
'c) NO EXCEPTIONil!
` In
42
c91
j\-
of
Q
c�JX
0
7 C7 CQFLCTA&fnIh I!_ AAIF1 ATTAt`L4FF\ 0ATIFI CTOI I 1000
L,WI7RIS
COLYN SCHEDULE
FOR ATTACHED PATIO
STRUCTURES
I M COL M SPACING
r SOLM E STEEL 1EA0ER
W ROLLFORMED C BEAM
10' ROl1FORWD C BEAM
6•IBBAM
I.I—
6 Ur ROl1FORED HEADER
ALASKAN EXTRUDED HEADER
1 5 Irr !EXTRUDED HEADER
TDB
L-1-1
0.0ra rSOL4LEALW COLUMN
FOR—P—
AMAX
CONS, FOOTER SU
MAX
COPS. FOOTER SIZE
MAX
OCHS. FOOTER SQE
MAX
COL FOOTER SIZE
Z
CONS, FOOTER SIZE
MAX
CONS. FOOTER SIZE
MAIL
CONS. SIZE
MAIL
CONS.
FOOTER SIZE
1MOM
J
I
ON SLAB
CDLUN
COIUM
COL MI
COUM
COULN
COLON
COU4N
omLmmFm_EET
1 17-1'
ATTAC EO
23
FREE
ATTACHED
FREE
ATTACHED
FREE
ATIApEp
FREE
I ATTACHED
FREE
ATTACHED
FREE
ATTACHED
FREE
ATTACHED
B
17-7'
SPACNO
SPACING
SPACING
SPACING
SPACING
SPACING
SPACING
SPA/.1q
9-9'
LA9N0 GDUMN'A'
ALL
FTU
FTR
W
FTR
FTR
W.
FTR
FTR
MOL
F'TR
FTP
W.
FTR
FTR
W.
FTA
FTA
W.
F'TR
FFR
MFL
FTRFP--
FlR
MN
10
V.0"
YAA COL. LNGM
OTIEA9
25
Y
V
COL.
26
Y
'4
COI.
26
V
Y
COL.
7'3
V
V
COL
94"
if
V
COL.
V-10'
V
V
COL.
11
V
1f
DOL.
25
V
tf
DOL.
27
(PSF)
64"
SP 1Pd
OH stAB
C
M
14
TWE
25
M
B
TYPE
Fn
Zt
C
TYPE
25
21
C
TYPE
5-0"
B -t9
23
1YPE
B
9-1"
25
TYPE
C
6g
25
TYPE
C
14
9-0•'
TYPE
22
30
4
6.1()'2"
25
9
6g
25
20
C
C
24
Tg
C.10'23
13
20
B
14'•
23
23
C
73"
23
23
C
14
6-7
22
15
C
11'4'
28
22
C
9.7
25
18
C
4
17
5
44•
14
4•-10'
T-10'
23
21
C
C
64"
25
24
C
15
1018
18
16-10'
30
28
E
27-10
31
30
E
4'•10'
22
15
C
9S
25
22
C
6-T
25
1B
C
S
8'-1r'
8
20
C
31
7'S
23
22
C
B
6.7'
25
22
C
14"
23
21
1T-7
30
30
E
20.10"
32
32
E
4S
22
15
C
7.10'
23
22
C
TS
23
19
C
6
9-3'
7
22
c
6$'
7'-W23
22
22
C
163'
31
31
E
2S -T
34
34
E
16.11'
31
31
E
194'
32
32
E
22
37
1919
4'-10"
25
22
C
5•-725
6-10'
23
20
C
7
B
21
21
22
Bg
23
23
C
1rg
32
32
E
24'-1'
38
36
E
14-10'32
8'-4
32
E
16-1'
34
34
E
C
24
s••7'
4'-T'
22
18
B
7'4"
23
21
C
74"
9
20
9
22
617-
23
9g25
24
24
0
16-10'
33
33
E
27-1'
37
37
F
14'g
33
33
E
iT-0"
35
35
E
C
6-r
23
21
C
B'JJ"
4•-T'
9
21
10
4'•19'
23
21
93
25
25
0
163'
34
34
E
274"
38
38
F
13'4'
33
33
E
16-7
35
35
E
S'-6••
22
19
C
F -1P
22
19
C
6-0•'
10
I1
4•-T'
22
1B
9-T
26
25
0
15d
34
34
E
25'-r
38
38
F
174'
34
34
E
ISS
38
36
F
11'
12
5'•10'
26
25
D
15'3'
35
35
E
21'-0"
39
39
F
17-7
35
35
E
14g
37
37
F
17
13
18-10'
36
38
E
205'
40
40
F
11.4'
38
38
E
14•-T
38
38
F
13
54
W4r
37
37
F
19g
40
40
F
11'3
38
38
E
144'
38
38
F
14
40
4
S
1
4'
22
1
C
V-11
6
1
C
4
5
7-7
23
21
C
194"
20
77
E
16-1D'
30
29
E
4'g
22
15
C
T-1'
23
21
C
7-7
23
18
C
S
6
6g
23
21
C
14'-11"
29
2B
E
16-7
31
31
E
SIS'
23
16
C
6
7
BS
23
22
0
19•T
30
3D
E
2Z-I(r
33
33
F
13-10'
30
30
E
19g
32
32
E
g
B
6-1"
23
23
D
15-10'
31
31
E
21'-10•
34
34
F
17-11"
31
31
E
154'
33
33
E
9
5'-10"
25
23
0
15'3
32
32
E
21'g
35
35
F
17-T
31
31
E
14•-1P
33
33
F
9
10
Sg
25
24
E
14'g
33
33
F
203'
37
37
F
11•-T
33
33
E
14'-0'
34
34
F
10
11
Sg
26
25
E
14'3
34
34
F
164'
37
37
F
11•g
33
33
F
IXS
35
35
F
11
12
64"
26
25
E
13'-f0'
34T34
F
16-1"
38
W
F
19•T
34
34
F
17-10'
35
35
F60
4
g
23
18C
4'g
22
13
C
6
t
C
B -T
23
16
C
c
5
63
23
20
D
135'
2B
27
E
193
30
30
E
Sg
22
17
D
S
65'•10"22
20
D
173'2929
E
14'-10'
31
31
F
6
7
S•T
23
21
E
14'4'
3131
E
19-11•
35
35
F
11'4'
30
30
E
17-7
33
33
F
T5'4'23
22
E
73-10'
3232
E
19-1"
38
38
F
10-r
32
32
F
17-10'
34
34
F6
5'-1'25
23
E
13'4'
3434
E
19'4"
39
39
F
10-0'
33
33
F
17-7
30
36
F
910
4-11'
25
22
E
17.10'
3430
E
11-6'
40
40
F
Pg
34
34
F
11'3'
35
35
F
I
I
1
10
COL
COLYN SCHEDULE
FOR ATTACHED PATIO
STRUCTURES
IMI!
COL
HHGHT
A
0.@�'� 3'SQUAREALWOOLUNIN
1l'd
S
D.@Sat Ur SOUAREALUM
6'd
G17
SCROLL COLUMN
H
S
0.0ra rSOL4LEALW COLUMN
FREE —ATTACKED COL FREE ATTACHED COl1MN FREE
C
r CLOVERLEAF N
AI. O. DIV
17d
D
FLUTED COCUh N ALUM. 0.087
17d
E
rCLOVERLEAFSTEELU.W
17d
F3'
SOUNE STEEL COLUMN
17-0'
G
4' SOWRE STEEL COJAN
17-0'
H
3' SQUARE STEEL COI.U.AN
IS -0'
J
CSOWRE ^FEEL COLON
1Zd
COLUMN SCHEDULE FOR FREESTANDING
STRUCTURES AND OOERI.EDATE COLURLS FOR
M{LTISPNJ STRUCTURES
L'OUMN
I NATES
E
6'-r MAK. COLLMH HEIOfF
F
I V MAX COLUMN LENGTH
G17
MAX. COLUMN LENGTH
H
17 MLAX. COLUMN LENGTH
ALL COLLM45 MAY BE REPLACED WITH A STRONGER COLUMN
'A' MAY BE REPLACED Wl B•J
8 WY BE REPLACED WI GJ, ETC.
LINEAR INTERPOLATION FOR ALL CALCULATIONS IS ALLOWED
SCHEDULE
OF
MAX COLUMN SPAONG FOOTING SIZE AND COLUMN TYPE FOR PATO APPLICATIONS
UVE
TRIB
O.43C,3'a PHFADFM 4.04ra 3'a r HOMDER DOUBLE O.Wra r, 6 HEADER
LOAD
WIDTH
MAILi
CONS. FOOTER SIZE MMX CONS. FOOTER SIZE MAX CONS.
FOOTER SIZE
WA
7
COUARI
FREE —ATTACKED COL FREE ATTACHED COl1MN FREE
ATTACHED
5
WA
SPACN3
FTR FIR MI SP FM FIR W. SPACING FTA
FTR
W.
8
4
5
v v COL. v V COL. v
Y
DOL.
(PSF)
(Fn
(FT)
(M (M TYPE (Fn (DLJ (6N1 TYPE (Fr) IM
(M
TYPE
5
70660
MRH WNDSPEED
LESS THAN 17
WA
WA
WA
WA
10
4'-0'
1 17-1'
1 27
23
A
"'1"28
WA
24
6
13'3"
27
23
B
78
5'g
101-r
26
23
B
17-7'
27
25
B
11'-10"
26
24
B
WA
9-9'
9.10'
25
24
B
11'4r
26
25
C109'
WA
26
25
B
B
T-0"
9-1'
25
25
B
101.7'
26
26
C
50-0•'
25
25
C
10
V.0"
6-7'
25
25
B
9-51"
28
26
C
94'
26
26
C
17
9-M
7'3
25
25
B
94"
27
77
C
V-10'
26
26
C
11
1(7A'•
64"
25
25
B
8'-10*
27
27
C
64"
27
27
C
2041-0"
14
64"
25
20
B
101-T
26
Zt
C
9-T
25
21
C
11
5-0"
B -t9
23
20
B
9-1"
25
22
C
6g
25
22
C
14
9-0•'
Sl
22
20
B
8.3'•
25
23
C
T-9
23
22
C
24
Tg
C.10'23
13
20
B
14'•
23
23
C
73"
23
23
C
14
6g
T -T
23
21
B
69'
23
23
C
9g
23
23
C
17
9-0•'
27
14
14
15
9-0'•
25
23
C
64"
25
24
C
15
1018
18
18
17
1
1 5S
25
1 24 1
C
5'9
J 25
1 24
C
25
4'-0"
6-11'
23
18
B
9-7
25
21
C
8'-1r'
25
20
C
31
5'1)•'
5-7'
22
19
B
6.7'
25
22
C
14"
23
21
C
18
9g
4•-T
22
19
B
T-3'•
23
22
C
710"
23
21
c
20
r -O'
34
17
16
18
9-3'
23
22
c
6$'
23
22
C
18
6g
19
20
20
21
5'S
23
22
C
54r
23
22
C
21
Pg
22
22
37
1919
4'-10"
25
22
C
5•-725
22
23
C
38
101-0"
20
21
21
22
22
23
23
4'-7"
25
22
C
30
4'g
Sg
22
17
B
8'-4
25
20
C
T-10'
23
19
C
24
s••7'
4'-T'
22
18
B
7'4"
23
21
C
74"
23
20
C
22
617-
23
29
24
24
6-1'
23
21
C
6S
23
21
C
Tg
5'3'•
23
21
C
6-r
23
21
C
B'JJ"
4•-T'
23
21
C
4'•19'
23
21
C
40
4'-0'
4'4'
22
TB
B
IY-51'
23
18
C
9.70'
23
18
C
5'-0"
S'-6••
22
19
C
F -1P
22
19
C
6-0•'
4•-T'
22
1B
C
d' -t7'
22
19
c
60
4'g
d'4'
22
18
C
d'-11'
22
18
C
GENERAL METHOD FOR USING THESE TABLES
1 CHOOSE FREESTANDING OR ATTACHED, COMMERCIAL OR PATIO STRUCTURE
2 CHOOSE PROJECTION. WIDTH, OVERHANG, WIND LOAD AND LIVE LOAD.
3 FIND TRIBUTARY WIDTH FROM TABLE 2.6 AND DRAWINGS ON 973007 OF "STRUCTURAL CONFIGURATIONS'.
4 CHOOSE A PANEL FROM SHEET 1 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5 CHOOSE A HEADER FROM SHEETS 24 THAT HAS ADEOUATE COLUMN SPACING.
6 USE THE FOOTER SIZE SHOWN
7 FOR SINGLE SPAN ATTACHED PATIO, USE THE POST SHOWN.
LOOK AT THE TABLES PROVIDED FOR ALL OTHERS.
8 FIND THE —SPACING OF WALL CONNECTIONS ON TABLE 6.5.
9 FIND THE NUMBER OF PANEL TO HEADER FASTENERS ON TABLE A OF 97C004 DETAIL'AE'.
10 FlND THE APPROPRIATE DETAILS ON 876D01 TO 07ODOS.
FOR CONCRETE PATO SLABS
FOLLOW 14 ABOVE
5 CHOOSE A COLUMN LENGTH IF USING COLUMNA- (e g OR 104)
6 FlND THE MAXIMUM COLUMN SPACING ON SLABS FROM TABLE 21
7 CHOOSE A HEADER (TABLE 21 OR 2.5) THAT HAS THE SAME OR GREATER
COLUMN SPACING FOR THAT TRIB WIDTH AND LIVE AND WIND LOAD
8 USE COLUMN TYPE'S' OR STRONGER (UNLESS USING COLUMN "A")
9 FOLLOW STEP 8, 9 AND 10 ABOVE.
TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
M Fn I LD1
PROJ.
(PT)
OVERHANG (FT)
0 1 2 3 4 s 9 7 e
8
3
4
4
5
WA
WA
WA
WA
WA
7
4
d
5
5
WA
WA
WA
WA
WA
8
4
5
5
8
6
WA
WA
WA
WA
B
5
5
8
8
7
WA
WA
WA
WA
10
5
6
8
7
7
8
WA
WA
WA
11
8
8
7
78
8
WA
WA
WA
12
6
7
7
8
8
9
B
WA
WA
13
7
7
8
8
9
9
70
WA
WA
14
7
B
8
9
9
10
10
11
WA
15
8
8
9
9
10
10
11
11
WA
16
8
9
B
10
10
11
11
12
12
17
B
9
10
10
11
11
12
12
13
18
B
10
10
11
11
12
12
13
13
19
10
10
11
11
12
12
13
13
14
20
10
11
11
12
12
13
13
14
14
21
11
11
12
12
t3
is
to
14
15
22
11
72
12
13
13
14
14
15
15
23
12
12
13
13
14
14
1515•
18
24
t2
13
13
14
14
15
15
18
18
25
13
13
14
14
15
15
18
18
17
28
13
14
14
15
15
16
18
17
17
27
14
14
15
15
16
16
17
17
18
28
14
15
15
18
18
17
17
18
18
29
15
15
16
18
17
17
18
16
19
30
15
16
18
17
17
16
18
19
t9
31
16
16
17
17
18
16
19
19
20
32
16
17
17
18
18
19
1B
20
20
33
17
17
18
18
19
19
20
20
21
34
17
16
18
19
19
20
20
21
21
35
IB
18
1B
19
20
20
21
21
22
38
18
1B
1B
20
20
21
21
22
22
37
1919
20
20
21
21
22
22
23
38
1920
20
21
21
22
22
23
23
39
20
2U
21
21
22
22
23
23
24
40
20
21
21
22
22
23
23
24
24
4121
21
71
22
23
23
24
24
25
42
21
22
22
23
29
24
24
25
25
THIS TABLE MAY BE USED FOR COMMEROAL, PATIO OR LATTICE STR1JCTURES
A RE -INSPECTION FEE OF $30
WILL BE CHARGED IF THE APPRO'JED
PLANS AND JOB CARD ARE .
THE SITE FOR A SCHEDULLJ
INSPECTION.
NO EXCEPTIONS'
BUILDING & SAFE i YL -,7'_r
APPROVED
FOR CONSTRUCTION
_ATE JI�ul gY
LA:`
0fce
X2 70 "' 0 3 200
�f
173
—cr2"
1 V I
W'AMAmax
MJR.11440 ALL PRO f)RIVCNQ
ELKHART IN 46514
ICBG C5 LVALUA7IDH Rrpom CR -2621P
HCADER SPARS. COLUMN SPACING.
FOOTCR 51Z[ AND COLUMN "PC FOR
FRLCSIAHNUING AHD ATTACHED
PATIO STRUCTURES
5H[ET 3 "a DATE: 218"—
3'1 I1' ALUM. BOX BEAM OR
3'X B 12 GA San 'C' BEAM HFAOER
LATTICE OVERHANG 16' FOR
1 1/2' X 1/2'3 �A
OPT.A 3 11*
SEE2 NOTE CONC
5 ON SHEET 97GN02
SINGLE SPAN ATTACHED
LATTICE STRUCTURE
MULTISPAN FREESTANDING
STRUCTd6E
�TW
O'HANG----I
%11
dW
1-1/2'IEL 66'' LONG
SEE SCHEDULE FOR -
FOOTING SIZE
E
TW
OVERHANG
RAFTER NOTE: SEE TABLES
4.3, 4.5, 5.3 AND 5.4 MULTISp
6' MIN. O'HANG i ATnf c
d
-.SEE RAFTER NOTE
COLUMN HT.
X 1 z GA.
STf
v\ STEELL'C' BEAM cam' il�
FOR BEAM WRAP DETAIL, i._rpi+ Gch
SEE SHEET 97LT03,
DETAIL 'L23'.
OPT. 3 1/2' CONC. SLAB--"'eFOR FOOTING
E�
`�A F SEE SCHEDULE I1E
2" X 6 1/2" OR 3" X 8"A
ALUM. RAFTERS
® 24" O.C.
LATTICE:
{Y 0.018" x 1 1/2" x 1 1/2"
MAX. O'HANG 25% OF ® 3" O.C. MINIMUM OR
COLUMN SPACING 2 x 2 ® 4" O.C. MIN .<
SEE SCHEDULE FOR
COLUMNS. ALL COLUMNS
TO BE INSTALLED VERTICALLY. OPT. 3 1/2' CONC
MAY HAVE MORE THAN SLAB.
2 COLUMNS.
OPTIONAL 3 1/2' CONCRETE SLAB.
I
SINGLE SPAN FREE51
L
rL TE
STR
FREESTANDING STRUCTURE ATTACHED STRUCTURE
TRIBUTARY WIDTH CTW> DIAGRAM
TW
e'
-A
Cq
yEi�N
"QtF' ' PLACE 1- 1/2' OX 6'
STL BAR AS SHOWN
SEE SCHEDULE FOR
FOOTING SIZE.
DATE REVISION I DATE REVISION
O�
6r<p ?'3�
Engineering Services
1140 All Pro Drlw
#!merimax
Elkhart, IN 46514
OF LA QUINTA
MAX. RAFTER SPAN
TWO SPAN)
BUIL
ING & SAFETY DEPT.
OR SPANS
'X81/2'OR3'X8'ALUM
APPROVED
RN 97SCO2
RAFTERS m 24 O.C.
Zrll�/pA�.,_
FO
CONSTRUCTION
z
G:l� LDLATE
Z 0 BY
'
OF CLEAR SPAN
s
EE' cfS slipT (/l
A RE -INSPECTION FEE OF $30
cscy� ' rs ti qRy
WILL BE CHARGED IF THE APPROVED
Fa �ayos4
PLANS AND JOB CARD ARE NOT (DIN
THE SITE FOR A SCHEDULEL
SEE
RAFTER
INSPECTION.
\
NOTE
NO EXCEPTIONS!
-A
Cq
yEi�N
"QtF' ' PLACE 1- 1/2' OX 6'
STL BAR AS SHOWN
SEE SCHEDULE FOR
FOOTING SIZE.
DATE REVISION I DATE REVISION
O�
6r<p ?'3�
Engineering Services
1140 All Pro Drlw
#!merimax
Elkhart, IN 46514
AJF
ICBO ES EVALUATION REPORT NO. ER -2621P
STAMP
NONE
OR PART STRUCTURAL CONFIGURATIONS
NAME
2/8/2000
RN 97SCO2
SHEET
2 OF 2