08-1879 (PAT)il P.O. BOX 1504 VOICE (760) 777-7012
78-495 CALLE TAMPICO FAX (760) .777-7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777-7153
BUILDING PERMIT
Date: 11/20/08
Application Number: /08-00001879 Owner:
Property Address: "81473 GOLDEN POPPY WY THOMAS MYRA
APN: 764-280-999-122 -300236- 81473 GOLDEN POPPY WP,
Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253 U!�
Property Zoning: MEDIUM HIGH DENSITY RES ( 21 r
Application valuation: 6916
Contractor: �� g�'AIZ4
Applicant: Architect or Engineer: LIFETIME PATIOS
P.O. BOX 5806
LA QUINTA, CA 92248
(760)772-0013
-Lic. No.: 770843
LICENSED CONTRACTOR'S DECLARATION
1 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 Class: 13 y License No.: 770843
Date: O Contractor:
OWNER -BUILDER DECLARATION
I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the
following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to
construct, alter, improve; demolish, or repair any structure, prior to its issuance, also requires the applicant for the
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business. and Professions Code) or
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars 155001.:
(_ 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
Contractors' State License Law does not apply to an owner of property who builds or improves thereon,
and who does the work himself or herself through his or her own employees, provided that the
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year ofrcompletion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
pursuant to the Contractors' State License Law.).
1 _ 1 I am exempt under Sec. , B.&P.C. for this reason
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.).
Lender's Name:
Lender's Address:
LQPERMIT
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 and policy number are:
Carrier ENDURANCE REISN Policy Number WEN0015766-01
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.
Date ,/pa f Applicant: ,
WARNING: FAILURE TO SECURE O;`K11OMPENSATION COVERAGE IS.UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS ($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.
APPLICANT ACKNOWLEDGEMENT
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
conditions and restrictions set.forth on this application.
1 . Each person upon whose behalf thisapplication 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 application,
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
of La Quinta, its officers, agents and employees for any act or omission related to the work being
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 o enter upon the above-mentioned property for inspection purposes.
Date: ignature (Applicant or Agt:
c
LQPERA11T
Application Number . . . 08-00001879
Permit . . . PATIO COVER PERMIT
Additional desc . .
Permit Fee . . . . 90.00 Plan Check Fee
58.50
Issue Date Valuation . . . .
6916
Expiration Date 5/19/09
Qty Unit Charge Per
Extension
BASE FEE
45.00
5.00 9.0000 THOU BLDG 2,001-25,000
45.00
--------`--------------------------------------------------------------------
Special Notes and Comments
REAR PATIO AREA 390 SQ FT OF OPEN
LATTICE SHADE STRUCTURE. COURT YARD
PROVIDE 130 SQ FT OPEN LATTICE SHADE
-STRUCTURE PER 2006 IBC;2006 IRC; 2007
CBC CODE.
---------------------------=------------------------------7-----------------
Other Fees .. . . . . . ... . STRONG MOTION (SMI) - RES
.69
Fee summary Charged
Permit Fee Total 90.00
Plan Check Total 58.50
Other Fee Total .69
Grand Total 149.19
Paid Credited Due
---------- ---------- ----------
.00 .00 90.00
.00 .00 58.50
.00 .00 .69
.00 .00 149.19
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('LIFETIME
4 CUSTOM SHADE STRUCTURES
t
Charles Tunstead
Owner
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PROPOSED
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51.26
Bi" #
City of La Quints
Building U Safety Division
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
D
Project Address:' . (4 ?- a- W
Owner's Name:, S
Address:
A. P. Number:
.Legal Description:
City, ST, Zip: LAV aAt 2253
Telephone:
Contractor: 1 /FETiAJC
Address: 1-43491*
Project Description:
City, ST, Zip: �A Q(�/NT%� C�� o�o�l
A -
Telephone: 71a0 - 77,? - O /3
6 ke L Lube
//Qtt
State Lic. # : '7708 T 3. City Lic. #: 3a58R
Arch., Engr., Designer:
fA- 1 s t
Address:
City, ST, Zip:
/Y G'L
Telephoner
Construction Type: Occupancy:
Project type (circle one): New Add'n . Alter Repair Demo
State Lic. #:
Name of Contact Person: ��'/�5 /
Sq. Ft.: 52�
# Stories:
#Units:
Telephone # of Contact Person:
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rec'd
TRACKING.
PERMIT FEES
Plan Sets
j
Plan Check submitted
Item
Amount
Structural Cales.
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Energy Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading,plan
20° Review, ready for correctionsfissue.
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
IN HOUSE:-
'"' Review, ready for correctionstissue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
BEAM TO POST CONNECTION DETAILS
OPTIONAL DECORATIVE FASCIA
TOM CAMPBELL & ASSOCIATES, INC.
BEAlA TO POST
( WOOD, ALUM, OR HARDBORD)
3" X 8" x.042" BEAM,
JOB NO. GF01-0674
3" SQ. STEEL OR
S.M.S. EA. SIDE (4) -TOT.
MAG BEAM.
\)4t10
.
tt10 S.M.S. TOP & BOTT. (2) -TOT.
2-412 a V2' S.M.S. EACH SIDE OF 3"
#10 x. 1/2" S.M.S. TOP
F�
So.ALT POST (4 -TOTAL)
, ALTERNATE: 1!4'0 BOLT WI WASHER
EA. SIDE OF 3' SO. POST
SHEET. 12 OF
8 BOTT. (2) -TOT. 1 1/4"
REVISED BY: K.K. & D.P.
5
(
------------
ROOF PANEL
' T -}
1.70"
ROLLFORMED OR
75 O I
1 1
(4)-#14 SDS @ EA. SIDE
EXTRUDED GUTTER
FASCIA' . ALUM. BRACKET X
- F "
TOP & BOTT. TOT.=16
910 S.M.S. @12"O.C.
2.35• . I— 3' SO. POST
2" 1.
.6 1/2"x2"x -
.024"RAFTER
2-410 x 1/2- S.M.S. EACH SIDE OF 3"
SO. POST 4 -TOTAL))
ALTERNAT�: 119-0 60LT W/ WASHER
EA. SIDE OF 3• SO. POST
RAFTER "TAIL" TO GUTTER 15
3" X 3" ALUM. OR
STEELPOST
OR 240 3 SG. POST
14
3.125' FOR 3 x RAFTER
H - BRACKET TO POST
.2.125" F 2 X R FT R
GUTTER FASCIA
MAG BEAM 3' SO. POST
3'SO. STL. BEAM i]
ALUM ALLOY 3003-H24
ALUM. ALLOY 0 `H24
K 2 "SMS,
OR 3 1/2"
1.50'1 1/2" (_ •040" -6063-TI
1.50,, 1 = .040" 3004-H36 AI
28" 28"� 2" 2"
��81
P1 U -) - #8 x 3/4"SCREWS
BRACKET TOO RAFTER
2"x3" LATTICE TUBE
1 -112 -SQ -OR P 11/2" MIN.
�2 LATTI E TUBE) 2
O
1 1/2" OR 2" SO. O'R`2-"0" LATTICE
@ T'O.C. MIN. UP TO fb:C _MAX•,
RAFTER
LATTICE TUBE TO RAFTER
45- 5 (. C/I JUN U 21000 , - - _ .
O
U O
Y NIO. 379,,? �jl2.750"
Exp. 3/31,09
((4 #8-x 3/4" TEK SCREWS
oT BRACKET�TO BEAM
"U" BRACKET RAFTER TO BEAM 18
DRAWN BY: K.K
TOM CAMPBELL & ASSOCIATES, INC.
BEAlA TO POST
LIVE LOAD
PATIO COVER SYSTEM AS MFG. BY:
JOB NO. GF01-0674
DATE: 10/2312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
� 1O. 20 b 30 psl
DURALUM PRODUCTS. INC.
.
SCALE: NONEATTACHMENT
RANCHO CUCAMONGA, CA (95 1) 741-2107
HORIZ. WIND -
90. 100 d 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET. 12 OF
REVISED BY: K.K. & D.P.
(g16)452-7021 FAX 403.1519 safes@dumlum.com
29
SPLICE DETAILS 11 BEAM TO POST DETAILS 1
SIMPLE SPLICE FULL MOMENT
24"
S. 3,. 1„ I' 3"1.. 1., B„
(2)VALLEY, TYP
I
412 S.M.S. II
(24 TOT TYP, THICKNOSS =.035" r===13
I I
fl
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR %EXTRUDED OR 6063-T5 FOR EXTRUDED --_ =-
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR 1
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY I I SO.POST,CONNECTWEB
NOTE: IF. SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY C -BEA
.BE USED. (s06 C -B ALTERNATE I TO POST W/(2)-1/2"0
3" I � AN l) � 1��� M THRU-BOLTS
TOTAL= (8)-1/2"0 BOLTS
I _ - - ...- -- --- — --- - - --- ---- -- — — -
SO. POST
1.00,, ( Q� FkSJ((J�y�
j 0 0 0 �`� 1. CqM BEAM TO POST CONN.
L..... f �� A� `'`0
4 ,:.... m
2.00" Z
SPLICE WHERE —� � ,
OCCURS m
__.070" I o o I u~ O. 37948 r
TYP. I I E P.3/31lo
- _
I •�* 412 METAL BACKED,
ALUM. ALLOY NEOPRENE WASHERED
6063•T6 TEK SCREWS @ 8"O.C.
AAX. STAGGER IN BEAM
FLANGE
4"' (-BEAM 3'-O" ROOF PANEL
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
I« 4.,
-- -- -.._._ ----- - -- -----0 B
�• T----- J-- I 4"x3' ALUM. "I" BM. OR / (4)•1/4 M. e EAM
1 25" I 7'x4' ALUM. "I" SM. J TO BRACKET
SPLICE WH
OCCUI
.ALUM. ALLOY
6063-T6
7" I -BEAM
f'
MOMENT C -SPLICE
2- 7/8'0 M.B. THRU STL. "T" '
BRACKET TO POST.
POST. SEE SCHEDULE �—
ALTERNATE BEAM TO POST CONN.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
n
TYP. THICKNESS = .035
LNE LOAD -
I I
6.3B"
+ II + +
II
DATE: 10123/2007 -
412 S.M.S. II
(24 TOT TYP, THICKNOSS =.035" r===13
I I
fl
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR %EXTRUDED OR 6063-T5 FOR EXTRUDED --_ =-
NOTE: USE SIMPLE SPLICE ONLY NOTE: FULL MOMENT SPLICE MAY OCCUR 1
IN ALTERNATE INTERIOR BAYS AT ANY LOCATION EXCEPT AT END BAYS I NOTCH I -BEAM FLANGE
AS NEEDED TO CLEAR
SPLICES - ROLLFORMED & EXTRUDED FASCIAS I -BEAM ALUM ALLOY I I SO.POST,CONNECTWEB
NOTE: IF. SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY C -BEA
.BE USED. (s06 C -B ALTERNATE I TO POST W/(2)-1/2"0
3" I � AN l) � 1��� M THRU-BOLTS
TOTAL= (8)-1/2"0 BOLTS
I _ - - ...- -- --- — --- - - --- ---- -- — — -
SO. POST
1.00,, ( Q� FkSJ((J�y�
j 0 0 0 �`� 1. CqM BEAM TO POST CONN.
L..... f �� A� `'`0
4 ,:.... m
2.00" Z
SPLICE WHERE —� � ,
OCCURS m
__.070" I o o I u~ O. 37948 r
TYP. I I E P.3/31lo
- _
I •�* 412 METAL BACKED,
ALUM. ALLOY NEOPRENE WASHERED
6063•T6 TEK SCREWS @ 8"O.C.
AAX. STAGGER IN BEAM
FLANGE
4"' (-BEAM 3'-O" ROOF PANEL
MOMENT C -SPLICE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
I« 4.,
-- -- -.._._ ----- - -- -----0 B
�• T----- J-- I 4"x3' ALUM. "I" BM. OR / (4)•1/4 M. e EAM
1 25" I 7'x4' ALUM. "I" SM. J TO BRACKET
SPLICE WH
OCCUI
.ALUM. ALLOY
6063-T6
7" I -BEAM
f'
MOMENT C -SPLICE
2- 7/8'0 M.B. THRU STL. "T" '
BRACKET TO POST.
POST. SEE SCHEDULE �—
ALTERNATE BEAM TO POST CONN.
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES. INC.
LNE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
SOB NO. CFO? -0674
DATE: 10123/2007 -
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
10, ZO 6 00 psl
DURALUM PRODUCTS. INC.
SCALE: NONE
REVISED BY: N.K. b D.P.
RANCHO CUCAMONGA, CA (951)711;2107
SPLICE DETAILS
_
HORIZ. WIND =
90, 100 b MPH
8269 ALPINE AVE., SACRAMENTO, CA 95826
SHEET i t OF 29
110
(916) 452.7021 � FAX 40]-1519 sales®duralum.com
\� P . OR LESSER MUST BE USED
nn FOOTNOTE: '
�� �� G: .1UN 0 Z. 2000 COL. TYPES 1 = .024" SIDEPLATES, USE ON CONC. SLAB ONLY
NOTE:
U (� Mr �. COL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTING;
A
FOOTING SHOWN REPRESENTS LENGTH OF Y O. 37948 f n
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. Exp. 3%3 Z
WHERE SLAB OCCURS, CUBED FOOTING SIZE FOOTNOTE: "SP.MPLE"
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. i� FIGURE INDICATES EXPOSURE e
0)" FIGURE INDICATES EXPOSURE C
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING 1
1'0#-1717 -90-MPH-FREESTAND7&-ATTACHED-OPEN'LATTICE_PATIO.S 1,2' ORTESS_EYP-B-&_ -
TOM CAMPBELL & ASSO ATES, INC.
-
�
)a- F
D o
1-
O Z m
U
V
a z
U) p
3' SQ.
STEEL
BEAM
-_
DBL. 3"x8"x.042"BEAM
_ --
-
10, 20 d 30 s1
P
I
DBL.2"x6
_5,'x.032'_'
�OR`3"X8°BEAMS
BEAM
SCALE: NONE
--�`�-
j3"x8" BEAMwlINSERT�
AND ATTACHED
HORIL N4N0 -
�
�
1Q
m o
I—
MINIMUM
NO.
OF
FOOTNOTE:
POST
'
2
EXP. C
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FREESTAND
ATT.
MAX.POST
SPACING
FOR DBL.
2" x 6.5x.032'
-MAX.POST
SPACING
FOR 3" x 8"
BEAM
FREESTAND
ATT.
MAx.POST
SPACING
_
FREESTAND
�
ATT.
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
FTG.
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
POST
TYPE 1
POST TYPE
EXP. B
EXP. C
EXP. B
2
4
25'-4"
1 T4,
28
G
22
23'-10"
3, 2„
33
G
23
16' 4"
5, 7„
16'-4"
16,x„
28
G
20
32,_0„
3
33
G
27
a'
2
2
2
2
5'
20'-3"
16'-1"
28
G
23
21'-4" o, e„
33
G
24
14 s"
13'-11"
14 8"
14'-8"
28
G
21
28, 7„
7'-9"
33
G
28
7'
2
2
2
2
6'
16'-10"
15-2"
28
G
24
19' 6"
18'-10'
33
G
24
13' 4"
12'-8"
13'x"
13'-4"
28
G
21
26'-2"
5'-4"
33
G
28
B•
2
2
2
�—
7�
14'-6"
14'-4"
28
G
25
18, i„
17'-6"
33
G
25
12,x„
1'-9"
12'-4'. - i)
12'-4"
28
G
22
2a`2/
3'-5
) 33
G
29
9.
2
3
2
2
8'
12'-8"
13'-9;'
28
G
26
16' 4"
28
G
25
11' 7"11 0
11'=7,.-
11'-7"
26
G
22
22'=81'-11
33
G
30
10•
2
3
2
2
9'
1 1'-3"
13'-3"
28
G
26
-1
15' S 5
28
G
26
10'-110 4
1 "0'-1
_,-'lo.-lc,
26
G
23
21'40 8„
33
G
30
11•
3
3
2
2
10'
10'-2"
12'-9"
28
G
27
15'-2"
14'-8"
28
G
26
10' 4"
-10"
10'-4"
10•-0„
26G
23
20'-3"
33
G
31
12'
3
3
2
2
11'
9'-3"
12'-4"
28
G
28
14 53'-11"
28
G
27
9'-109,x„
9'-10"9'-10"
26
G
24
19'�1'B 6
33
G
32
13'
3
4
2
2
12'
8'-5"
12' 0"
26
G
28
13'-9"
3'-4"
28
G
27
T-5"
9'-O"
9'-5"
9'-5"
26
G
24
18'-6"
7'-10"
33
G
32
14'
3
4
2 "
2
13'
7'-9"
11' 8"
28
H
29
28
H
28
9-1
9-1
28
H
24
17'-9"
28
{
32
15'
3
4
2
3
3
14'
7'-3"
1 1'-5"
28
H.
29
12'-9"
2'-4"
28
H
28
8'-9"
8' 4"
8'-9"
8' 9"
28
H
25
17'-1"
6'=7"
28
H
33
16'
4
4
2
3
15'
6'-9"
11'-2
28
H
30
12
11'-11'
28
H
28
8' S"
8'-0"
8' S"
8' S"
28
H
25
16' 6"
16'-0"
28
H
33
17'
4
5
2
3
16'
6'-4"
10'-11"
28
H
30
11'-11"
11'-6"
28
H
29
8'_2•,
7,_9„
8'_2„
8,_2„
28
H
25
16'-0"
5,�„
28
H
34
18'
4
5
2
3
17'
5'-11"
10'-8"
28
H
30
-7
1'-2"
28
H
29
T-11"
7'-6'
7'-1 t"
7'-11'
28
H
25
151-
1 s' 0
28
H
34
19'
4
5
3
3
18'
5'-8"
10'-6"
28
H
31
11'-3"
0'-10"
28
H
29
7,_8„ .
7' 4"
T-8"
7'-8"
28
H
26
15'-1"
14,_7'
28
H
34
z0
4
5
3
FOOTNOTE:'
19'
5'-4"
10'-4"
33
H
31
11'-0"
10'-7"
33
H
29
T-6"
7'-2"
7'-6"
7'-6"
33
H
26
14'-8"
14'-3"
33
H
35
HEADER
REQUIRED
ALLOWABLE
AND OR
SPACING
SLAB
MIN.
MUST
SPACING
NO. OF POST
EXCEED
20'
5--l"
10, 2"
33
H
31
10'-8"
10' 4"�
33
F {
"
7
7'�'
33
H
26
14' 3 10„
33
H
35
\� P . OR LESSER MUST BE USED
nn FOOTNOTE: '
�� �� G: .1UN 0 Z. 2000 COL. TYPES 1 = .024" SIDEPLATES, USE ON CONC. SLAB ONLY
NOTE:
U (� Mr �. COL. TYPES 2 = .032" SIDEPLATES, ON CONC. SLAB OR FOOTING;
A
FOOTING SHOWN REPRESENTS LENGTH OF Y O. 37948 f n
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. Exp. 3%3 Z
WHERE SLAB OCCURS, CUBED FOOTING SIZE FOOTNOTE: "SP.MPLE"
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY. i� FIGURE INDICATES EXPOSURE e
0)" FIGURE INDICATES EXPOSURE C
SEE ALTERNATE FOOTING TABLES ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING 1
DRAWN BY: K.K.
TOM CAMPBELL & ASSO ATES, INC.
LATTICE
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
.JOB NO. GF07-0574
DATE: 1 012 3120 0 7
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING*
POST SPACING TABLE
FREESTANDING
10, 20 d 30 s1
P
I
DURALUM PRODUCTS. INC.
SCALE: NONE
RANCHO CUCAMONGA, Ch (951) 141-2107
AND ATTACHED
HORIL N4N0 -
6269 ALPINE AVE.. SACRAMENTO, CA 95826
24 OF 29
REVISED BY: K.K. d D.P.
10 d L.L 90 MPH
90,100 S 110 MPH1(916)452-7021
FAX401-1519 soles duralurncamSHEET
Q
30# L.L. 110 MPH FREESTAND & ATTACHED SOLID PATIOS / COMMERCIAL 12' OR LESS EXP.B&C
p o
cr
O z m
L3 -- g
U N
da Z
7" I -BEAM
110 MPH
WIDTH
DBL. 3"x8"x.042"BM
EXB&C
DBL.2"x6.5"x.032" BEAM
OR 3"x8"BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
311x8" BEAMw/INSERT
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
FREESTAND
ATTACHED
MAX.POST
SPACING
4'-0" SQ x
MAX.POST
SPACING
FOR DBL.
2x6.5x,032
MAX.POST
SPACING
FOR3x8
BEAM
-
FREESTAND
ATTACHED
FREESTAND
AT
FTG.
(IN.)
MIN.
POST
TYPE
FTG
'POST
(IN.)
MIN.
TYPE
7(INTYPE
MIN
POST
FTG
(IN.)
MIN.
POST
TYPE
FTG.
(IN.)
MIN.
POST
TYPE
FTG
(IN.)
MIN•
POST
TYPE
FTG.
(IN.)
MIN•
POST
TYPE
FTG
(IN.)
MIN.gcnp
POSI
TYPE
4
67211
19'-5"
37
J
24
F
1
11'-91
32
J
22
B
8'-0"
64"
28
j
19
B
151-911
32
J
22
C/
5•
4'-10"
17'-4"
32
J
25
F
10'-6"
32
J
22
B
T-2"
T-5"
28
J
20
B.
14'-1"
32
J
23
C�zt
61
4'-0"
15'-10"
32
J
26
F
9'-7"
28
J
23
B
6'-6"
6'-9"
28
J
21
B
12'-10"
32
J
24
C�
71
3'-6"
14'-6"
32
J
26
F
8'-11"
28
J
24
B
6'-0"
6'-3"
26
J
21
B
11'-11"
28
J
25
C
B
3'-1"
13'-9"
32
j
27
F
8'-4"
28
J
24
B
5'-8"
5'-10"
26
J
22
B
11'-2"
28
J
25
E�
9
13'-0"
32
J
27
F
7'-10"
28
J
25
B
5'-4"
5'-6"
28
J
22
B
10'-6"
28
J
26
E=
10'
12'-3"
32
J
28
F
7'-5"
28
J
25
B
5'-0"
5'-3"
28
J
23
B
10'-0"
28
J
26
E
11'
11'-9"
28
J
28
F
T-1".
28
J
26
B
5'-0"
28
J
23
B
9'-6"
28
J
26
E/
12•
11'-3"
28
J
29
F
6'-9"
28
J
26
B
9'-1"
28
J
27
�..
13•
10'-9"
32
K
29
F
6'-6"-
32
K
26
B
8-9
32
K
27
E�
14'
10'-4"
32
K
30
F
6'-3"
1 32
1 K
27
B
8'-5"
32
K
28
.JUN
FOOTNOTE: "SAMPLE"'
FIGURE INDICATES EXPOSURE B FIGURE INDICATES EXPOSURE C��l�� CjJli)N r,
CAMp Fy
L P� G)
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. m,
C7 F— No. 3790 I
• .3191 09
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE OF CUBED FOOTING WITHOUT SLAB. Cit
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 9 FOR ATTACHED & SHT. 23 FOR FREESTANDING
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C
EXB&C
EXB&C
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3'-4" SQ x
T-6" SQ x
4'-0" S Q x
10' OR LESS
18" DEEP
18" DEEP
18" DEEP
AND ATTACHED.
4'-0" SQ x
4'-7" SQ x
5'-0" SQ x
20' OR LESS
18" DEEP
18" DEEP
18" DEEP
DRAWN BY: K.K.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
DATE: 1012312007
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10, 20 S 30 p:f
DURALUM PRODUCTS. INC..
JOB NO. GF07-0674
SCALE: NONE
RANCHO CUCAMONGA, CA (951) 74 i•2107
AND ATTACHED.
HORIZ. WINO -
B769 ALPINE AVE,. SACRAMENTO, CA 9SB26
REVISED BY: K.K. & D.P.
90.100 S 110 MPH
'
19161 452-7021 FAX 403-1519 salesMdumtumw
SHEET 23 OF 29