0301-157 (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
Date `y i 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:
( ) 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 ST kTE F`i ND Policy No. 046-799-2003
(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. Y
/%
Date: � /� /� Z Applicant d'`�Y„' . ,. � s.�A. 4
1 � •' .er �-;' ani ,��' !p J I.•/ ,•'
Warning: Failure to secure Workers' Compensatlon••coverage is unlawful acid
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, indemnity
& 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 purposes.
Signature (Owner/Agent) a' "� '* /: /•"`-'A, L Date
//
~` -- PERMIT PERMIT”
..UILDING
DATE ' `` VALUATION LOTTRACT
JOB SITE
APN
ADDRESS 44-950CAU&SAINTA1i.TlWBAifRA
OWNER
CONTRACTOR / DESIGNER / EN (NEER
F-A&BARA 1. MD
JM,AS AWNW 1 COWANY
44-950 CAUL, , BANTABARBARA
754 WIi.,LIAI8 ROAD
I..t% Qmrm CA, :92253
PAI2,6 SPRIKC33 C'A 92264
060)327-8466 MR 1825
USE OF PERMIT
P'A710
4010'1Y. SOWD AND I.A`H TICS A1.U' `iVft)0D 11A.110 --OVZP, P:RR
AP P1rI(YVRD PLANS
PORCH(Pf►,TIO 400.00 8F
1~Sii'1Msa'k'ED COW 011' C+CNSITMC't 0.11
5,320.00
PERWITM, CRY
PLAN CHECK FLEE 101-000-439-318 1520
CY)NSTRUCTION1 IEE 101-000-418_000 $81.00
STP01,10 A. OTIOAi FEE - R&SID 101.000 -241 -WO &13
It ',-TOY tai.. €.;ONSM CITION PIAN CHECK
$ S _ e1.1
P, -PA
Q MTS D Ir
1
.00
JAN 0 9 2 t�3 t :� .: HYPE; s ��I ,NOW
$134.143
CITY 0 LA OUI.N 9A
FINA IIC,F DEPT.
RECEIPT
DATE
BY
DATE FINALED
INSPECTOR
r._
f
cam
INSPECTION RECORD
OPERATION
DATE
INSPECTOR
OPERATION
DATE
INSPECTOR
BUILDING APPROVALS
MECHANICAL APPROVALS
Set Backs
Underground Ducts
Forms & Footings
Ducts
Slab Grade
Return Air
Steel
Combustion Air
Roof Deck
Exhaust Fans
O.K. to Wrap
F.A.U.
Framing
Compressor
Insulation
Vents
Fireplace P.L.
Grills
Fireplace T.O.
Fans & Controls
Party Wall Insulation
Condensate Lines
Party Wall Firewall
Exterior Lath
Drywall - Int. Lath
Final
Final
POOLS - SPAS
BLOCKWALL APPROVALS
steel
Set Backs
Electric Bond
Footings
Main Drain
Bond Beam
Approval to Cover
Equipment Location
Underground Electric
Underground Plbg. Test
Final
Gas Piping
PLUMBING APPROVALS
Gas Test
Electric Final
Waste Lines
Heater Final
Water Piping
Plumbing Final
Plumbing Top Out
Equipment Enclosure
Shower Pans
O.K. for Finish Plaster
Sewer Lateral
Pool Cover
Sewer Connection
Encapsulation
Gas Piping
Gas Test
Appliances
Final
COMMENTS:
Final
Utility Notice (Gas)
ELECTRICAL APPROVALS
Temp. Power Pole
Underground Conduit
Rough Wiring
Low Voltage Wiring
Fixtures
Main Service
Sub Panels
Exterior Receptacles
G.F.I.
Smoke Detectors
Temp. Use of Power
Final
Utility Notice (Perm)
3220 E: 66TH STREET
LONG BEACH, GA 90806
Tel. ,(562) 272-7231
Fax (582) 528-7513
June 10, 2002 WWW A6601nc.com
ermfli 14616RAD001nc.com
Chuck Tomasi
kmmimax Euildirig•Praducts
1550 Park-way Blvd
West Sacratril�hto, CA 95691
Re:. Professional Registration, cahforuia
Dear Mr. T.6n' mi:.
Tlsrs letter is vvrittcirat the request of W Carl, Putnarn of Aruerimax Builduig Products. I err, the
einRer. of record.for Amax Bh;laug Products ICBQ=Es Eiraliiaton Report ER262IP.
As attested by my seai.and certificate, of regi4r4lbon,balow,. i ain a.registered Professional civil
engineer it, the Mate of Califorti a: my c urrent ic$istration. cerUcate expires March 31, 2006.
Sincerely, QFE S
RDC® `����, : r u
6070 �.
R- P. Tucker, P
Con$ultazut 'rl ' CI:V )1..
�f�' �F CAti�F��
cc- Cara Putriarn .
Alen nlalc BuRding Products
1140 All Pro Drive
Elkhart, IN.46514
d
8
W-1— dited . NER•QX2
TO OS:8 �00z-c UPC BUO,I8�6h0E: xPj :`H:diit w
ATLAS AWNING CO.
754 Williams Rd. Lic. No. 678256
PALM SPRINGS, CA 92264
(760) 327-8466 FAX: (760) 327-8467
4r'� v\.Y a L; n
�'
ETRE U-�T
LO FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES
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LOAD
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FIEAOERMUSTBEABLE TO SPAN COLUMN FREE - A7TACMED
S
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64'
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1316
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70 MPH
28
21'
" 17 OR LESS
E
5!3• .23
170
.
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274'
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29'
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T
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27
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27
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27
27
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27
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27
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28
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28
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4'
21•-1'
274'
26.7
263'
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26
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ALL SPACING
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29
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LLEARSPANS FOR 9 x 8 RAPIER
S
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18
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30
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28
26
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LLEARSPANS FOR 9 x 8 RAPIER
9
131 .
21
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'LOAD 7 70AT0' OVER
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25
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19
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19
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28 1
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170
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30
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117.17
11'•1'
H
T SOUARE STEEL COLUMN
170
6
S
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6E
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5'•11•
63'
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6
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21
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28:
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71'
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28
21
153'
28'
> 27
D.
LLEARSPANS FOR 9 x 8 RAPIER
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131 .
21
A
17.7'
27
14-r
28
28
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28
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20
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117-0'
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.28
28
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117-7
a:
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9-
6-71'
13E. •
28
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A
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19
A'
19
17-W
29
29
D
C
10 , 0.036 .23'-0'
16 '
5'-9•�
71'
A
IC -1'
28
21
153'
28'
> 27
D.
LLEARSPANS FOR 9 x 8 RAPIER
'
131 .
21
A
17.7'
27
14-r
28
28
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.LIVE. PANEL .-.,'24'O.C.-
28
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117-0'
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28
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29
29
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30
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30
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27
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29
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25
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27
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D
FLUTED COLUMN ALLAH. 0.007
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29
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170
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21
A
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27
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27
22
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21
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A
1173•
26
19
A'
19
A
9.4•
25
19
C
17
A
V4r
25
20
C
17"
A
6-1'
25'
21
C
•
r -r
23,
20C
.. C
FOR ATTACHED LATTICE
COLUMN
r3'
22 -
27
. C
15
A
10'-4'
26
17
A'
61
221
.PANEL
A
. 9-r
25
1a
C
4'-11'
22
i6
A
BS
25
19
C
29
'.0.032
161
.:94•. -
74•
23
18
C
0.032
IT -2-
6-T
Tar
23
19
C
0.032' 1
11'4•
5-17 .
6.17
23
20
C
16
...0.032.
11741
: F-4
.1r
23
` 21
C
6-r
2315
9.4•4'-0'
A
95'
25
16 -
C
4'-71'
22
15
A
6E25
MAX
16
C
4'8•
SE
•
7-01
23
17
.. C
FOR ATTACHED LATTICE
COLUMN
6
T -1r
23
16
C
6E
23
.1B
C
14
A
V -r
25
"16
• C
0.024' x 3' SQUARE ALUM COLUMN
111E
.
r4
23 •.
16 •
C
28
24
E
B
L.r
11
17
c
CLEARSPANS FOR 2 X 6 RAFTER _
LIVE.,.
.PANEL
I '.24'.O.C.a
LOAD_
• 7
7090
. -"-OVER .
FSF)
ON)•.
MPHR
HANG.
10
"1A24'
17-77
`- 6E"
29
'.0.032
161
.:94•. -
20
0.024,
9'•17
"4'-11'
0.032
IT -2-
6-T
25
0.024.
6.17
4'S'.
0.032' 1
11'4•
5-17 .
30-
0.024
.r-0•.
Y-17
16
...0.032.
11741
: F-4
40
' 0.024
F-17
31.11'
E
0.032
9.4•4'-0'
5•4'
60
0.024
WA
WA
0.032.
TE
.Y-17
17
153-
28
28
E
TABLE 43
17
14'•17
29
29
E
FOR 10 PSP DOUBLE RAFTERS MAY BE USED 48.O.C.
14'
11r$
1
29`
1
29
E
15
14'-2'
30
30
E
-
16
Ir -17
30
30
E
4'
5•4'
S-11'
"Ir
TO
COLUMN SCHEDULE
MAX
S
4'E
4'8•
SE
SE
COL
FOR ATTACHED LATTICE
COLUMN
6
4•-T
4'E
PATIO STRUCTURES
HGHT
r
161
29
24
E
A
0.024' x 3' SQUARE ALUM COLUMN
111E
6
IT -17
28
24
E
B
0.032"x 1 1? SQUARE ALUM
9
tsar
28
25a
SCROLL COLUMN
60
117
14.8•
28
26
E
B
0.027 x S SQUARE ALUM COLUMN
11'4'
11'
1P -T
28
27
E
C.
Oowx 3'0.0VERLEAFCOLUMN
170
17
IT -17
27
27
E
D
FLUTED COLUMN ALLAH. 0.007
170
17
131E
28
28
E
E
TCLOVERLEAF STEECO.046
170
IIV
1
1Y-2'
26 1
28 1
e I
F
G
T SOUARE STEEL COLUMN
P SQUARE STEEL COLUMN
17-M
170
4'
T-17
4'0
4'•7
4'4'
S
H
T SOUARE STEEL COLUMN
170
6
J
6'SQUARE STEEL COLUMN
170
T
14'E
2"23
e
TABLE 4.4
6
tY-17
21
23
E
9
IY4
27
24
E
117
17.17
27
25
e
I1'
17-W
27
26
e
A' . 6 MAXIMUM COLUMN LENGTH
A" 16 MAXIMUM COLUMN LENGTH 1
MAR 0 31000,
n .
ABLE 4.5 1
COLUMN SCHEDULE FOR FREESTANDING
SMUCRIRES AND INTERMEDIATE COLUMNS FOR
�MULTISPAN STRUCTURES
COLUMN NOTES
E 6'•7' MAX COLUMN LENGTH
F 11• MAX COLUMN LENGTH
G 17 MAX COLUMN LENGTH
H 17 MAIL COLUMN LENGTH
ABLE 4.6
ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN
'A' MAY BE REPLACED WI B•J
V MAY BE REPLACED WI CJ, ETC.
LINEAR INTERPOLATION FOR ALL CALCULATIONS ISALLOWED
[�IIHl�Y 8YY1t6�.A
BUHJMGPRODUCTS TNG
1140 ALL PRO DRIV�
ELKHART, IN 46514
ICBG ES EVALUATION REPORT ER -2621P
HEADER SPANS• COLU.N SPACING,
FOOTER SIZE AND COLUMN TYPE FOR
FREESTANDING AND ATTACHED
_TJ ICE PA710 STRUCTURES
SHEET 6 OF 8 DATE: 2/8/2000
7/.26070.
v 6q. 3 --
.f.
0.0 FREESTANDING AND ATTACHED LATTICE PATIO STRI
LIVE I TRIS - --- MAXMIM COLUMN SPACING liar STEEL C BEAN
LOAD WIDTH FOR ATTACHED LATTICE ON SLAB MAK' CONS. POOIT
HEADER MUSTBE ABLE TO SPAN COLUMN FREE ATTA
I15olC COLUMNA' ALL QITER SPACING FIR FM
LIVE I TRID I MA%GUN COLUMN SPACING I 3W STEEL
LOAD WIDTH MAX COTI-
HEADER MUST BE ABLE TO SPAN COLUMN RtEE
USING COLUMNA• ALL SPACING FIR
MAA WINS. FpO11NG S4Lt MAX RXTS. FOQ ASf'Al
FREE .' CONS
COLUMN ATTALI® ODIAAIN FREE ATTACHED COLUMN I 'FREE ATTACNET)
SPACING I FIR I FIR MW SPACING FTR FIR MOL SPACING FTR FTR MIN.
V 'O' COLUMN Y V COLUMN 'd' Y COLUMN
CLEARSPANS
FOR 3 X B RAFTER
S
6
T
6
9
I.,
11'
17
13'
14'
is
16
. 1T
ta'
19'
27
21'
-27
16.17 1T -T
11-1' 1P-0'
17-1' 17.7
W -T. ii,.r
7�r '9$
6d 6.17
T$ 6$
T$ r4•
9$ 6$7.17V-1-
64 64'
S -T 5-176'.-1T
Sd T.W. '
S$ S•r
4d 4'•11'
r4r
27d
iT$
14'-T
178'
11'-4'
19.T
94'
6$
r4'
- 6d
6$
S$
Sd
S-1'
4•-17
..4'd
"21"-0'
1T$
iS$
17-1'
11'd
1014r
9d
$ 6
6-1'
T$ ..,
T-0•.,;_,
6-T
6-2' a.
5.17 '
S-0'
6-7
54'
- 4'-9' _:
26'4'
IS -7
2Bd
2T$
21'-11'
27'$
L 27-r25
19d
16.9'•„
16•r
' 1T -T
1r•1'
194•
163'
15-17'
•?15$
27
26
28
26
25
25
- 25.
„25;;,'25,.
26
25
26
•26
27
26
27
22
22
'23
23
23
24
25
25
26
25
26
261
.27
26
27.
C
C
C
C
C
C
C
C
�.•. C
C
C
C
C
C
C
C
-
16
19
27
21'
27
4'$
4'-1T
4'd
0'8
Sd
S$
S•1'
CAW
4'd
5.17
S$
S3'
S$
4'$
11'-11'
71'-T
11'3'
11'$
1641'
29
30
30
31
30
29
30
30
31
30
C
C
C
C
C
13'-T
S
6
T
6
9
19
6.11'
T -T
64'
S•r
0-11'
4'S•
25
23
23
23
25
25
18
11
to
17
18
19
A
A
A
A
A
A
w -r
11'-11'
17-r
6.11'
r-11•
T -r
28
26
26
25
25
25
21
20
21
21
20
21
A
A
A
A
A
A
14'•1'
17.11'.
17.1'
11'•4'
/0'd
10'•7
23
27
27
26
28
26
21
21
22
22
23
21
A
A
A
A'
A•
A'
20
4
S
6
7
6.
9 -
17
11'
17
17
14'
15
- 16
1r-
t9
19
27
21'
27
11'•1•
8'•17
r4'
64'
S$
4'•11'
11'$
9d
r$
B -T
S$
S' -r-
4••T
175•
10$
6-11'
. T$
6d
-5-11'
64'
P•17
B$
1T$
-0' 11'
9-r
T-17
6.17
6•1-
S$
S-0'
4'-T
16.1'
it -17
WAIT
15.11'
15d
1P•T
1B$
+T$
1T$
17-T
17-T
11'•11'
II --r
11'3'
11'$
W$
30
29
29
28
'28
2a
28
28
29
30'
. 30
. 30
3D
30'.
30
. 30
25
25
26'
26
27
28
28
28
29
30
30
29
30
30
30
.30E
C
C
D
D
D
D
D
D
D
D
E ;
E
E
E
E
20
4•
5
6
T
a'
9
17
S$22
4'•T
22
14
15
A
A
9-r
T -r
9.11
S3'
P -T
25
23
23
23
23
1 6
IB
16
11
17
A
A
A
A
A -
•4
11''
173•
94'
6$25.
6.1'
T -W
7_r
26
26
25
25
23,
22
17
19
19
20
21
20
21
A-
A'
C
C
C
C
C
25
4'
6
6
E'
9
19
S•9
14'd
1
19'
4•d
T -r
9.11'
4'-11'
23
22
22
15
15
16
A
A
_ , A
17.4'
9S
6d'
Td
6-17
6d
26
2s
25
23
23
23
23
17
1a
19
1a
19
20
21
A-
C
C
C
C
C
C
•
90 NPH
• _
27
17 OR LESS
28
28
D
10
'4"
S
6
T
8•
21'•1' 27$
16-17 1T•T
/4•-1•- 1B4'
17.1' +7•r
10-T 11'$
-2S•T.I
27$'
1 r41'
14•-T",
17.7"
?' 26-7
21"$
1r$
1S$
'" 1T-1•27-9.
Z7 -r
29
:;28'
24
24
C
C
30
4'
S
6
T'
16'
S -r
64r65'
6•r
4'•11'
23-
22
15
15
A
A
9S
6d
r$23
7-11
25
25
23.
18
1a .
17
18.
O
C
C
C
B•I7
S$
9W4*
17
11'
17
1T
14'
1S
9$
6d ' 6-17
r r 60'94'
r4r T4'
6d 6$
64r 6-0'
s•r. S-17
11'4•
17d
6d
T-17
r14
6-17
it'd
16$
9d
6$
6-1'
r$
T-0'-
19.7
165
1Td
16.11',
1V -r;
44'.
15-r
28
28
27'
. 27
27
27*„
27 `
25
26
25
26
',27
;'27
47
C
C
C
C
C
- C
C
.25
P
s
6
- r
9
9
.17
6•-11'
r -2,T$
51•11-
S-1'
4'$
94•
63'
64•
4'd
16-17
6d
r3•
6-r
SS
4.17
11'-1'
8'•11'
,TS
64•
5-r
4'-11'
19.1-
1T-17
'.16.17-
1S-11"
30
'29.
.29
28
25
25
26
26
-
C
C
D
D
for
a'
177
29
29
C
IT
6d.
23
19
C
40
4'
S
6
70 MPH
64r
4'•11'
4'd22
5.17
14
A
8'•r
r4'23
6-21
25
23
• 18
16
17
C
C
C
W
4'
S
S$
Sd
11•-11•
30
,3'-1'
22
14
-A
6.2•
s•T
23
22
`:15'
15
O
c
263•
19
4•$
sd
30
4'
T$
T-17
9-1'
i
TABLE
42
CLEARSPANS
FOR 3 X B RAFTER
LIVEPANEL
' .2M O.C. -
_ "-24'O.C. '
.6-T.14'-8•
T
_28.
*28
'C
-
11•
HANG -
10
0.036274.
6$
15'3'
28
27
D
13'-T
20
IT
, �sd - s -r
B41'
6-r
14.3•
'.28'
'28
C
0.036
17
T -T '
0.032.
0.042
1r$
14•-r
28
28
D
6-11-
0.032
16 :
. Pd , 4'-11•
Sd
5-17
1T-1725
-T4•
28
O
0.042
iT .
TO'
60
0.036
4•-11`
14'$
28
28
D
S•9
14'd
1
19'
4•d
Sb'
8d
13'$'
' 28"
28:
C
S•T
14'
8'•17
r0'
16-1'
27
IT$
28
28
D
27'
6-1'
Sd
1T-1'
29
29'
C
is
16'
S -r
64r65'
1Y.$29
1s•T
.29
D.
c
21'
B•I7
S$
•17$
29
29
C
E
16
1T
17-7
30
30
D
15.1'
27
27
C
for
W4r,:
177
29
29
C
IT
COLUMN SCHEDULE
17J'-
30,.
30,
E
70 MPH
64r
4'•11'
170R'LESS
5.17
I Tor
28
28
C
16
4'4r
4'$
S$
Sd
11•-11•
30
29
E
COL
10
4'
21'•1'
27$
25-r
263•
19
4•$
sd
30
4'
T$
T-17
9-1'
94'
6
4'-r
4'd
616-17
tr-r
20'd
2VAT
HGHT
S
6$9-Y
r3'
TS -
1T-11•
27
27
O
T
6
14'•1•
14'-0'
1T$
1T$
29
24
E
A0.02Cx3'SOUARE
ALUM COLUMN
6
S$
5'3'6-1*
6-r.
21'
4'•17
S$
1T•r
T -
17-1'
17-r
14'-7'
/S$
23'-r
27
23'
C
1S-17
T
24
Pd
S -r
14'
163•
30
25
D
27
• 8'
16•r
IIAT
17$
17-1•
27.7
27
24
C
9
6
4'd
4•d
/r-0•
29
25
D
SCROLL COLUMN
90'
9
94'
941'
11'4'
11'd
29-10'
27
24
C
9
/6.17
29
26
E
10
8•$.
6.17
17d
19$
19'-9
26
24
C
id
163'
29
27
E
11'
Td -
8'O'
94•
9d
16.17
26
25
O
11'
15-W
28
27
E
CLEARSPANS
FOR 3 X B RAFTER
LIVEPANEL
' .2M O.C. -
_ "-24'O.C. '
LOAD
T
-7090
'•OVER
n
-
MPH
HANG -
10
0.036274.
6$
11'-0'
-
6.042
2r•r
13'-T
20
-0.036
14•d
6$
0.032
0.042
19.17
-9.11' .
25
0.036
. 11'd
T -T '
0.032.
0.042
1r$
6'•10'
30
0.036
9.9
6-11-
0.032
0.042
15-T
8•-1-
40
0%9
-T4•
6-0-
0.032
0.042
11'41'.
TO'
60
0.036
4•-11`
14'
I
0.032
0.042
r-17
S•9
- CLEARSPANS FOR 2 X B RAFTER
LINE -
PANEL-
' .2M O.C. -
LOAD
T701X1.
.-
•OVER
-
n
MPH
HANG`.
10 `
-0.024'<.
YT -r
6$
1P
1s
0.032'
.,.16.1•
.90'
20
0.024
9.17
28
29
1T
0.032
1T -i
. V -7-
-T25
26
0.024
6.17
4'S'
C
0.032.
W41'
5' -IT
30
0.024
" rd
7.17
29'
0.032
17.9
94'
40
0.024
5-17
7.11'
64',
0.032
94'
IV -8
60
0.024
WA
WA '
14'
I
0.032
. r r
3'-17
so
NPH
4'.
' S
9
r
6 -
9
16
Ill
17
1T
21'•1'
WAIT`
14'-1'
17.7
117.r
94'
6S
r$
r$ -
6$
27$
1 r -T
W -W
17-7-
110"
9$
'677
60'
ri•
6$
2S•
27d
'IT$
11'-T
17$
- 11'4'
163'
94'
6$
7.17
0o
.-
1u•v -
n
n
e.
17
11'
17
1T
14' 1
T7
60
4'
S
6
r
6
9
1P
1s
153'
28
28
E
TABLE 4.3 TABLE 4S
28
28
28
29
1T
Qd
" 6$
r-17
6-1'
1 T4'
26
26
C
6-T I
1T
29
C
14'•17
29'
29
E
FOR 10 PSDOUBLE RAFTERS MAY BE USED 48.O.C.
u1710E PATIO STRUCTURES
14'
6$
64',
T4'
rd .
IV -8
26
26
C
14'
I
1
1
14'd
1
29
29.
E
.15
S•T
S•17
8'•17
r0'
16-1'
27
27
C
15
14'•2'
30
30
E
-
ST
16'
S -r
64r65'
6-r
1s•T
27
27
c
19
1T-17
30
30
E
1T
s$
6.7
60•
6=r
15.1'
27
27
C
40
4'
S-0•
9.11-
6-17
r$
COLUMN SCHEDULE
MAX
16
64r
4'•11'
S$
5.17
I Tor
28
28
C
S
4'4r
4'$
S$
Sd
COL
FOR ATTACHED LATTICE
COLUMN
'
19
4•$
sd
S$
14'4'.
28
28
C
6
4'-r
4'd
PATIO STRUCTURES
HGHT
'20'
S-1'
S3'
1T-11•
27
27
O
T
19•r
29
24
E
A0.02Cx3'SOUARE
ALUM COLUMN
IT -r
21'
4'•17
S$
1T•r
28
28
C
6
1S-17
2a-
24
E
B
0.03r. 1 w, SQUARE ALUM
27
4'41
4'$
1Td
28
28
C
9
153'
28
25
E
SCROLL COLUMN
90'
A' 6 MAximum COLUMN LENGTH
A'b 16 MAXIMUM COLUMN LENGTH
i
MAR 0 3 2000.
n
NPH
4'.
' S
9
r
6 -
9
16
Ill
17
1T
21'•1'
WAIT`
14'-1'
17.7
117.r
94'
6S
r$
r$ -
6$
27$
1 r -T
W -W
17-7-
110"
9$
'677
60'
ri•
6$
2S•
27d
'IT$
11'-T
17$
- 11'4'
163'
94'
6$
7.17
17 OR LESS
W-7
21"-7
1Td
1S$
ITA'
11•d
17d
V -r
6$
V.I.
19.1'
17.17
16-17
15'•11'
15.3'
14'•r
1B0'
30
29
29
28
28
28
28
25
25
26
28
27
28
28
C
C
C
C
C
C
C
17
11'
17
1T
14' 1
IP$28 28 E B 0.027'x T SQUARE ALUM COLUMN 1114' ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN10
14'3'. 28 27 E C GOWx TCLOVERLEAF COLUMN 170' 'A' MAY BE REPLACED W/ SJ
17-17 27 27 E D FLUTED COLUMN ALUM. O.OB7 120' 'UM
MAY BE REPLACm W/ C.J. EIC.
1Td 2a 28 E E T CLOVERLEAF STEEL 0.016 120' LINEAR OITERPOLATION FOR ALL CALCULATIONS IS ALLOWED
1 1T•2' 1 28 1 25 1 E F TSOUARE STEEL COLUMN 170'
T-17 4'0' 4••T 4•$ G C SQUARE STEEL COLUMN 170'
H S SQUARE STEEL COLUMN 17.7 e •
J-O'SQUARESTEEL COLUMN 17.7 J4L•99.f7LYbU1�A.�A
14'$ 28 23 E 9UD.DINC.YRODIICI'8 [NG
17.17 27 23 E 1 140 ALL PRO W111,
174• 27 21 !
60
4'
S
6
r
6
9
1P
1s
64r
S -T
64'
5-17
T4'
6.17
T$
T$
1T$
1T$
28
28
28
29
C
C
17
11'
17.17 27 25 E ELKHART IN . 46514
17d 27 28 E ICBO ES EVALUATION REPORT ER -2611P
19
Sd
S
6$
6-T I
1 -T 1
29
C
1
7.1' 27 26 E HEADER SPANS, COLUMN SPACING.
FOOTER SIZE AND COLUMN TYPE FOR
4.1
FRECSTANOIRG AND ATTACHED
u1710E PATIO STRUCTURES
SHEET 6 OF a DATE: 2/8/2000