12-1247 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
LA QUINTA, CALIFORNIA 92253
Application Number: 12-00001247
Property Address: 44555 BLAZING STAR TR
APN: 604-252-005-25 -24208 -
Application description: PATIO COVER - RESIDENTIAL
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 2421 r-
T4ht 4 4a Q"
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
Applicant: Architect or Er ' i r: 7 �y
------------------
LICENSED CONTRACTOR'S 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.
Licens%%e Cl a C33 C51 License No.: 855623
Date[' onvactor:
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 ($500).:
(_ 1 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 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 of completion, the owner -builder will have the burden of proving that he or she did not build or
improve for the purpose of sale.).
(_ 1 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 I am exempt under Sec. , BAP.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: n
Lender's Address: filto
LQPERMIT
VOICE (76077-70
FAX (760) 7 - 011
INSPECTIONS (760) 777-7153
Date: 10/18/12
Owner:
TUEY PAIYARAT
44555 BLAZING STAR TRAIL
LA QUINTA, CA 92253
Contractor:
GOLD STAR CSTM PTG LQ PATIO CO
42335 WASHINGTON ST #F363
a PALM DESERT, CA 92211
(760)574-1043
LiC. No.: 855623
----------------
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 PREFERRED EMPLR Policy Number WKN1438262
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 sub' ct to the workers' compensation laws of California,
and agree that, if I should ecome ect to s' compensation provisions of Section
3700 of the Labor Code sha fwi i thos ions.
ate: plicant:
WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
DOLLARS 1$100,0001. 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 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 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 inf rmation is correct. I agree to comply with all
city and county ordinances and state laws relating to building con tion, and hereby authorize representatives
of this county o enter upon the above-mentioned propert for ' s
ate: VIgnature (Applicant or Agent):
Application Number . . . . . 12-00001247
Permit
PATIO COVER PERMIT
Additional desc .
.
Permit.Fee . . .
. 54.00 Plan Check
Fee
35.10
Issue Date . . .
. Valuation
. . .
. 2421
Expiration Date
4/16/13
Qty Unit Charge
Per
Extension
BASE FEE
45.00
1.00 9.0000
THOU BLDG 2,001-25,000
9.00
---------------------------------------------7------------------------------
Special Notes and
Comments
182 S.F. ALUMAWOOD
PATIO COVER AT SIDE
OF RESIDENCE. 2010
-
CODES.
--=------------------------------------------------------------------------
Other Fees . . .
. . . . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI)
- RES
.50
Fee summary
Charged Paid Credited
----------------------------------------
Due
-----------------
Permit Fee Total
54.00 .00
.00
54.00
Plan Check Total
35.10 .00
.00
35.10
Other Fee Total.
1.50 .00
.00
1.50
Grand Total
90.60. .00
.00
90.60
LQPERMIT
W
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
FOR CONSTRUCTION T .
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18. THE RATIO (LIP), PATIO COVER LENGTH (L, FT.) DIVIDED BY THE PATIO COVER PROJECTION OR WIDTH (P, FT), SHALL NOT BE LESS THAN ONE (1).
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SEE DETAILS —
ROOF PANEL
MIN, 0.25' SLOPE PER I
SEE SCHEDULE
AN
FOR SPANS
3 1IY SLAB
ALTERNATE:
0.
'O.H.' NOT TO EXCEED 25%
ATTACHMENT
OF SPAN
FNOTIE!O
SEE DETAIL FOR SPLICE
MAYBE USED
SEE SCHEDULE
. NORIL WIND
90.100 A 110 MPH
8289 ALPINE AVE.. SACRAMENTO, CA 95829
FAX A03-1518 eatee®dwelum.aom
SfESCHFn
* 80. POSTS, SIZE VARIES
S\pNAC
THE PRO, Be EC7LE
N
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
ALUMINUM
ROOF PANEL MIN. 0.25' SLOPE PER FT.
SEE SCHEDULE
FOR SPANS
'O.H.' NOT TO EXCEED 25%
OF SPAN'
SEE DETAIL FOR SPLICE -
SQ. POSTS, SIZE VARIES
ALTERNATE:
3 IW SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING. SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
SEE SCHEDULE FOR
POST SPACING
O�H.
g% OF SP
NOTE OSPLICE THIS
POST 114D AT END BOYS.
NOTE: EACH COMPONENT IS INTER -
1R z 9' STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVFR OPTION
DRAWN BY: E.N.
2596
LOAD -
LISOLID
PATIO COVE SYSTEM AS MFG. BY:
AN
IAPMO ERM 0195
3 1IY SLAB
ALTERNATE:
PANEL
STRUCTURES
10.20630 p51
ATTACHMENT
SINGLE POST
FNOTIE!O
REVISED BY:
MAYBE USED
SEE SCHEDULE
. NORIL WIND
90.100 A 110 MPH
8289 ALPINE AVE.. SACRAMENTO, CA 95829
FAX A03-1518 eatee®dwelum.aom
WHERE PERMITTED.
SEE SCHEDULE
SPLICE ATTHISMAX
HT? 17
POST D AT END BAY
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "B" ATTACHED MULTISPAN W/CANTILEVER OPTION
ALUMINUM
ROOF PANEL MIN. 0.25' SLOPE PER FT.
SEE SCHEDULE
FOR SPANS
'O.H.' NOT TO EXCEED 25%
OF SPAN'
SEE DETAIL FOR SPLICE -
SQ. POSTS, SIZE VARIES
ALTERNATE:
3 IW SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING. SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
SEE SCHEDULE FOR
POST SPACING
O�H.
g% OF SP
NOTE OSPLICE THIS
POST 114D AT END BOYS.
NOTE: EACH COMPONENT IS INTER -
1R z 9' STEEL ROD CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN W/CANTILEVFR OPTION
3
DRAWN BY: E.N.
TOM CAMPBELL A ASSOCIATES, INC.VE
LOAD -
LISOLID
PATIO COVE SYSTEM AS MFG. BY:
IAPMO ERM 0195
DATE: 615=12
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL
STRUCTURES
10.20630 p51
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONOA. CA (951) 711.2107
. NORIL WIND
90.100 A 110 MPH
8289 ALPINE AVE.. SACRAMENTO, CA 95829
FAX A03-1518 eatee®dwelum.aom
SHEET 2 OF 33
3
RAFTER SEE TABLE * SEE SHT,16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 6 1l2' SIDE PLATES.
FORSUE
AND SPACINGCING � OPEN LATTICE TYPES
tUT THIS OPEN LATTICE -TYPE STRUCTURE SEME SCHEDULE
MAK PRO( -8` MAY NOT BE COVERED.
SEE SCHEDULE
MAX O.H. �, RAFTER SEE TABLE
,�,,yy� 25X OF SPAN FOR 912E
'4L' _ AND SPACING
\JkAY c'4,
3 C37 8 F
/3 /13 _
LENGTH OF STRUCTURE VARIES
WITH SIDE PLATES
NOTE: EACH COMPONENT (SINTER- NT
I3.u1LY- EB�USED WARHERREE
CHANGEABLE WITH ANY OTHER sF PERMITTED.
COMPONTENT UNLESS OTHERWISE SHOWN. Fri SEE SCHEDULE
FOOTING WHERE REQUIRED.
SEE SCHED. FOR FOOTING CUBE SIZE
OPEN LATTICE -TYPE PATIO COVER NOT£ THIS OPEN LATTICE -TYPE STRUCTURE
SCALE: NTS MAYBE COVERED.
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRUCTURE
RAFTERFbSESE,ZTABLE
E SEE
AND SPACING
MAX. O.H. O.H
25% OF SPAN
LENGTH OF STRUCTURE VARIES
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
- MAY_haTSE COVERED.
SEE
LENGTH OF STRUCTURE VARIES
RAFTER SEE TABLE
AND
FOR
�.
LENGTH OF STRUCTURE VARIES
RIT SIDE PLATES
FF spTAIL
T�ILcGAt2
Pee rva, uci
T
�10i�
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
STR�i
FT
NOTE: EACH COMPONENT IS INTER -3
NOTE: EACH COMPONENT IS INTER-
fR' SLAB ATTACHMENT
CHANGEABLE WITH ANY OTHER
WHERE
PERM PERMIY BE TTED.
WMULTISPANTTICE
COMPONTENT UNLESS OTHERWISE SHOWN.SEE
SCHEDULE
SCALE: NONE
E REQUIRED,
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING CUBESIZE
TYPE "F" ATTACHEDSTRUCTURE
TO CONSTRAIN
REVISED BY:
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
FOOTING. SEE
SCHEDULE
SCHEDULE
MAY NOT BE COVERED.
MAX. PRP.
COMPONTENT UNLESS OTHERWISE SHOWN. �f
,EE SCHEDULE
SCALE NTS
RAFTER SEE TABLE
AND
FOR
�.
LENGTH OF STRUCTURE VARIES
DRAWN BY: E.N.
31YC SLAB
Pee rva, uci
T
�10i�
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
STR�i
FT
DATE: 61512012
NOTE: EACH COMPONENT IS INTER-
70 IN
FOOTING'SCHEDUL
10, 20 8 30 pat
DURALUM PRODUCTS, INC.
1(916)452-7021
CHANGEABLE WITH ANY OTHER sFFT
E
SCALE: NONE
MAY USED
COMPONTENT UNLESS OTHERWISE SHOWN.
HOWL WIND .
90,1008110 MPH
NOTE: EACH COMPONENT IS INTER-
TO CONSTRAIN
REVISED BY:
CHANGEABLE WITH ANY OTHER
FOOTING. SEE
SCHEDULE
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN. �f
SCALE NTS
SEE SCHED. FOR FOOTING CUBE SIZE
FOOTING WHERE REQUIRED
SEE SCHED. FOR FOOTING CUBE SRM
TYPE "G" FREESTANDING SINGLE SPAN
LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN LATTICE
STRUCTURE
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE: 61512012
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 8 30 pat
DURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
RANCHO CUCAMONGA. CA (951)741-2107
STRUCTURES
HOWL WIND .
90,1008110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 93826
SHEET 3 O 33
REVISED BY:
FAX403-1519 4eba®duehm.orn
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS
.25' B7. T=SEE TABLE BELOW . 40" _17
40• �1
2.46' 70' 11 4q'
40 25
1.48 .40'.3S
TI 4.50' 4.50' 40'
3.00"
24.00•
ALUM. ALLOY 3004—H36 OR EQUAL
24--TRI--W PAN (SEE NOTE 1 BELOW)
L.L.=
(PSF)
PANEL'T'
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
EXP.0
.018
111-9*
10'-8'
11'-9"
9'-7'
10'-0"
81-8"
10
.024
13'-9"
12-7"
13'-9•
11'-3'
.12' 6'
10'-3'
.032
032
15'-1 •
14'-6'
15'-1'
13'-0•
14•-5'
11'-9'
20'-11"
.018
9'-8'
9'-8'
91-8'
9'-7'
9' 8'
8' 8•
20
.024
11'•6'
11'-6'
11'-0'
11'3'
11'-8'
10'-3"
12'-10•
.032
13'-4"
13'-4•
13'-4'
13'-0'
13'-4"
11'-9•
15'-5'
.018
8'-5•
8'-5'
8'-5"
8'-5'
8'5'
8'-5-
30
.024
10'-0'
10'-0' '
10'-0'
10'-0'
101-0'
10'-0'
10'4'
F. 032
11,_7'
1 V-7"
11'-7'
11,_7"
11,_7•
11 _7•
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
901100/110. MPH EXPOSURE B &
NAL
M..43*-�
a1'co~No. C37 8
F >�
asr P. 03/3 /13
, Q -
ALUM. ALLOY 3004—H36 OR EQUAL
12"x 31/2" W PANEL
(SEE NOTE 1 BELOW)
L.L.=
(PSF)
PANELT
(IN.)
90 MPH SPAN
100 MPH SPAN
110 MPH SPAN
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10
.020
14'-3'
14'-3'
14'3'
'14'-2•
14'-3"
12'-10'
.024
15'-7'
15'-T'-7;.
f`
15'-7'
15'-7' y
14'-1'.
.032
18'-8'
18'-8'
1815"
181-8•
18'-8'
IT -3'
.040
20'-11"
20'-11"
20'-11'
20'-11'
20'-11"
19'-9"
20
.020
11'-10'
11'-10'
11'-10"
11'-10"
11'-10"
11'-10"
.024
12'-10'
12'-10•
12'-10'
12'-10'
12'-10'
12'-10•
.032
15'S'
15'-5'
15'-5'
15'5"
15'5'
15'—S",
.040
17'5'
17'3'
Ir -3'
Ir -3'
a!
17'3•
17'-3'
30
.020
10'-4'
10'-4•
10'4"
10'4'
10'4'
10'4'
.024
11'-2'
11'-2"
11'-2•
11'-2'
11'-2'
11'-2'
.032
13'-6*
13'5'
13'-6'
13'-6•
13'-6'
13'-6'
.040
15'-1'
15'-1'
15'-1'
15'-1'
15'-1"
15'-1'
DRAWN BY. E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COV R SYSTEM AS MFG. BY:
—
IAPMO ERN 0188
DATE' 81512012
SCALE: NONE
COMMERCIAL AND RESIDENTIALSTRUCTURAL ENOINEERINO
pANEI gpANg
10. 208 30 pM
HORIL WINO =
OURALUM PRODUCTS, INC.
8288 ALPINE AVE., SACRAMENTO, CA 85828
RANCHO CUCAMONGA, CA (851) 761.2107
70,911 8 110 MPH
(918)452-7021 FAX 4011519 eabe�duraNm.00m
SHEET 4 OF 33
SOLID -PANEL SPANS -FOR -COMMERCIAL FRAWS -'y,NMN 90/100/110 MPH EXPOSURE B & C
7r ll
.09R. (I.S.) .6r n' zo F
ry ALL UNMARKED RAD121509R r 'o. C37948
2.5' _ 't P 131/13
5
TY .36' a
7 5"
'5.25-17,25-1
Bo
ALUM. ALLOY 3004-H36 OR EQUAL
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
8' x 2 Y" FLAT PAN (SEE NOTE 1 BELOW)
2 Y2" FLAT PAN (SEE NOTE 1 BELOW)
L.L =
PANEL -r
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
. EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
12'-1•
12'-1'
12'-1'
12'-1'
12'-1•
11'-r
12'-5'
.020
12'-3'
018
12•_1•
12•_1•
72•_1•
11•_1•
71•_1•
70,_1•
72'-5'
13'-1'
13'-1'
13'-
13'-1'
13'-1'
17-11'
�3'-1'
.024
13'-4'
12'-4'
12'x'
17'-2'
,
.032
15'-3'
15'-3'
1:!5 3
15''
314'-5"
15'-3'
15.9'
11'-5'
15'-3'
15'3'
15'-3'
14'-9'
14'-5•
13'-9'
14'-9'
14'-9'
17'3'
17'-3'
17'3"
1r-3*
1r-3'
Ir -3'
.040
14'-9'
14'-9'
1"'-9'
14'-0'
1 T3'
17'-3'
17.3'
16'-51
16'-5'
15'-7-
1T-4'
1T-4'
10'-0'
10'-0'
10'-0'10'-0'
.032
10'-0'
.020
1T-4'
10'-0'
10'-0'
10'-0'
9-5'
9'S'
8'-9'
10'-10'
10'-10'
10'-70'
10'-70'
10-10'
10'-10"
024
r
r�l
20
10'-10'
10'
10'-10'
10'5'
10'-5'
10'-0'
18'-7"
17'-9'
10'5"
10'3'
10'5'
10'-3'
10'-3'
12'-7'
12'-7'
12'-7'
12'-7'
12'-r
17-r
032
10'-3'
10'-3'
10'-3'
12'-r
17-r
17-7"
12'-2"
17-2"
111-8'
1'-0'
11'-0'
14'3'
14'-3'
14'-3'
14'-3'
14'-3'
14'3'
040
14'3'
143"
14'3'
13'-9'
13'-9'
13'3'
7' 8'
-8'
7'-8'
7'-8'
7'-0'
T -e*
12,_7,
.020
.024
7' 8'
TT -8'
T-8'
T5'
7'5'
T-0'
12'-2'
12'-2•
11'9"
9 -5'
9'S'
14'3'
.024
14'3'
14'-3'
032"
1�2'7�"l•
30
-5'
9'-5•
9 -3''-0'
'3"
14'3"
13'-10'
1310'
13.3'
,
"
10'-11'
10'-11"
16,_2,
'
040'-2'
.032
WIZ-5�
WIT
-11"
10'-11'
10'-9"0'
15' 8'
8'
15'-1'
'
12'�17-5-12'43-
'.040
.018
'-5'
-43111-1
'-11'
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
FIGURE INDICATES FIGURE INDICATES ENCLOSED
NOT ENCLOSED IN ACCORDANCE WITH CBC 8 IBC APPENDIX I
DRAWN BY: E.N.
2 Y2" FLAT PAN (SEE NOTE 1 BELOW)
LIVE LOAD -
PANELT
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
PF6'x
)
(IN.)
EXP.B
EXP.0V-4
EXP.0
EXP.B
EXP.0
.12'-5'
12'5'
12'-5'
12'-5'
12'-3'
018
12=5'
72'-5'
11' 8'
11'-0"
10'-r
13'�i'
13'-4'
13'-4'
13'-4'
13'-2'
.020
13' 4'
13' 4'
12'-7'
12'-7•
11'-5'
14'-9'
14'-9'
14'-9'
14'-9'
14'-9'
14'-9'
10
.024
14'-9'
14'-9'
1"'-9'
14'-0'
14'-0"
13'-1'
17'-4'
1T-4'
1T-4'
1T-4'
17"-4'
1T-4'
.032
1T-4'
7T4'
17"-4'
16'5'
16'-5'
15'$"
191-7*
19'-7'
19 -7'
r
19'-r
19'-r
040
r
r�l
19'-r
19'-7'
19'-7'8'-7"
18'-7"
17'-9'
10'5"
10'3'
10'5'
10'-3'
10'-3'
10'-3'
018
10'-3'
10'-3'
10'-3'
1'-0'
11'-0'
11'-0•
11'-0'
11'-0'
11'-0'
.020
11'-0'
101-8'
101-8'
10'3'
s
12•_7"
12•_7•
12•_7•
12,_7,
20
.024
'-7'
17-7'
12'-2'
12'-2•
11'9"
14'3'
14'3'
14'3'
14'-3'
032"
1�2'7�"l•
'3"
14'3"
13'-10'
1310'
13.3'
,
16,_2•
16,_2•
16,_2•
16,_2,
040'-2'
16'-2'
15' 8'
15'-W
15'-1'
8'-11'
.018
B'-11'1"
6' 8'
8'-8'
8'-8'
9'-r
9'-r
9'-7'
9'-7'
9'-r
9•-7'
020
9'-r
9'-7'
9' 4'
g �•
W-1
10'-7'
10'-7'W141r3
'-T
10'-7'
10'-r
30
.024
10-r
1o1o'�•
1o'-4'
7o'-0•
12'5-5'
12'-5'
12'-5'
.032
12'•5'
1212'-7'
12'-1'
11'-9'
14'-1'
14'_1•_1"
14,_1•
14'_1•
040
14'-1'
1413'-8'
13'-6'
FIGURE INDICATES FIGURE INDICATES ENCLOSED
NOT ENCLOSED IN ACCORDANCE WITH CBC 8 IBC APPENDIX I
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
V1PM0 ER40195
DATE: BISMi2
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10.20 & 30 q1
DURALUM PRODUCTS, INC.
1(916)452-7021
SCALE: NONE
REVISED BY:
RANCHO CUCAMONCiA, CA (981) 741.2107
HORIZ. WIND "
90,100 8110 MPH
9289 ALPINE AVE., SACRAMENTO, CA 95626
FAX 403.1519 s—Oduroki com
SHEET 5 OF 33
)L'UMN=/,'POST-TYPES-& SURFACE=MOONT-A-T-TACHMENT DETAILS}
MAX. HEIGHT = 10' r-3-1-2-1. MAX. HEIGHT C =10' G =3•sgxh.l8e^
. 4" 3.00" SQ.
3.0' OQ?4� o2a•
mo sMs 3:00"=S0 �—
032@24-O.C. s H =3'SQ xt=.250'
SIDE ,J1.0(�
rl at
1 =3'SQ.xI=.313'
�_,g� 6'S• 3. O 5• J =4•SQ.xt=.188•
`ALM.— .14"R :ALU K =4'S A--.250•
IL 032' NP' 048 STEEL L=L
Bf j� 5/UG .28" �y O 3.0" OR 4.0'
3" SQ. ALUM: POST 3" SQ. ALUM. POST MAG POST SQUARE
LLIJT W134 -ti
WITH SIDE PLATES DD 3" SQ.,STEEL POST 3" SQ. ALUM. POST STEEL POST
tALUM,AL� OY 3004-H36 ALUM. ALLOY 3004-H36 ALUM. ALLOY 6063 -TB ASTM A500 GRADE B
ALUM. ALLOY -.J.00'!OR
6063-T6 2.40- q 7/16'0 HOI
1.375" FOR 3/8" h
.L j O 11 0 I tic ,;75" ASTM GRADE 36 STEEL
INSTALL 1Yt' x 1Yi' x ' HDG
WASHER PLATE AT ANCHORS
h- x lf2- x
PLATE AT
BRACKET
.60"
)" TYP.
.157'
TYP.
FE FOR 3'
ST ONLY
q 2- 5116.0
STEEL "T" BRACKET
ALUM. ALLOY
6063-T6
"H" BRACKET
2 FLANGES
2 1/8' APART
BASE FLARES
TO 3•WIDE EA.
SIDE OF FLANGES
1-7/16.0 HOLE
& 2-3/8' HOLES
TYP. EA. SIDE
(4) -SDS 25412
—114S
14 SDS,
H 3 PER SIDE
S2
t6i _
3") V<ALUM. RAFT. BRACKET
HEADER BRACKET ( 7
DRAWN BY: E.N. -
TOM CAMPBELL 8 ASSOCUITES, INC.
LIVE LOAD"
PA O COVER SYSTEM AS FG. B
IAPMO ER9 0195
DATE: 81512012
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN /
10, a a9
DURA PRODUCTS, INC.
SCALE: NONE
POST TYPES
HORI D -
11
PINLIM
6269 AL2 SACRAMENTO. CA 06828
REVISED BY:
RANCHO CUCAMONDA, CA (951) 741-2107
90. 100 6 MPH
(9t8 -7021 A
(818)452-7021 FAx 1031618 soh
soh
SHEET SHEETBOF 33
JANGER CHANNELS AND MOUNTING BRACKETS
WALL FASTENERS
ALUM. 30"4 6,ti �` SEE TABLE
. ar>-A � l
cs o o WALL
`'t "ii FASTENERS`
SEE TABLE
4,44
175'
ROL'LFORMED HANGER
�\ FASTi
R.F. OR EXT. HANGER-- _SE
CHANNEL, 2X OR 3X -
RAFTER BRACKET.
ALUM. PANEL 2X OR---'
3x ALUM. RAFTER
FASCIA BOARD
EXIST,
ALLOWABLE PROJ. EXISTING E
SEE TABLE BELOW OVERHANG
(24' MAX.)
ALUMALLOY
6063-T6
O6 O
EXTRUDED HANGER CHANNEL
EXISTING SAVE CONNECTION
SEE TABLE
ING ANGLE
RAFTER
2s R.p;
014 SMS 0 PANEL
LOCKS OR 08 SMS
AT EA CONTACT
WIND
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
.2��
CONTINUOUS A- RAIL
ROOF PANEL
(WHERE OCCURS)
90
ALUMALLOY
100
6063-T6
014 SMS 0 EA CONTACT
1 A B B C D D E E F
WALL CONNECTION
O
2.740"-
#14 SDS
® 8.O.C. ,
T=.060" J
15"
" WALL FASTENERS
SEE TABLE
SEE PAGE 33 FOR
ALUM. Y APPROVED ROOF PANEL
I.R. HANGER OC
EXIST. RAFTER
HANGER f RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN 16' O.C. CELL AT FASTENER) OR CONC.
OVERHANG (L)
LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=20 LL=30
90
A B B C D D E E F
100
A B B C D D E E F
110
1 A B B C D D E E F
181-8'
DESCRIPTION OF LAG SCREW SEE NOTE BELO
—V-6" 2'-0" 14'4" 12'-8"
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX.
ZZ
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24'0.C. MAX.
8'-10'
C=SDS25412 AT EACH STUD, 16" O.C. MAX.
(nNa
D=3/8'0 x 4' LAG SCREW AT EACH STUD
M:
'E=3/8'0 x 1 1/8' AT 16' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
19'-11'
'F=3/8'0 x 1 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
14'-0'
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1
EXIST. RAFTER
0
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2'x4 '
FULL OR
2" x 6"1'-8"12'-5*
NOTCHED
16' DC
1'-6"
18'-8'
181-8'
14'-2'
—V-6" 2'-0" 14'4" 12'-8"
9'4"
24' O.C.
11'-8"
8'-10'
2'-0" 9'-4' 7"-4'
5'-7"
2"x6' FULL OR
2'x8" NOTCHED
24' O.C.
2'-0"
19'-11'
19'-4*
14'-0'
2"x6' FULL OR24'
2"x10' NOTCHED
O.C.
2'-0"
31'-11"
31'-11"
25'-0'
NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL-20psf
EXISTING LUMBER AT OVERHANG: 1120 DF -L.
1 INCH MAXIMUM NOTCH AT WALL.
THE INSTALLATION OF LAG SCREWS & WOOD SCREWS ARE REQUIRED TO
BE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATION (NDS),
11.1.3 AND 11.1.4, RESPECTIVELY.
THE INSTALLATION THE SIMPSON A34 FRAMING ANGLE AND SDS FASTENER
TO BE IN ACCORDANCE WITH THE LATEST ICC -ES EVALUATION REPORT,
1
e#14 SI
EACH
6' FROM
B2�R`'
o F�
C3 948
-0311/13 —/
10# L.L=(2)#14 SMS EA. SIDE
0
1 12' 20#/301/L.L.=(2)114 SMS EA. SIDE
o
U -BRACKET
PATIO COVER SYSTEM AS MFG. BY:
1 1/4'
3/4' OR 1 1/2'`
NOTE: PROVIDE WATER
AND BRACKETTHpptL
PROTECTION, METALFLASHING
I 2' x 6 12' OR
CAULK JOINTS AND SLOPE
II 3' x 8' ALUM.
5' MIN.
�— TO DRAIN
RAFTER
TYPICAL BRACKET AT EVERY 2x
WIND"
Bp 100 6 110 MPH14016)452-7021SHEET
8288 ALPINE AVE., SACRAMENTO, CA 85828
FAx403-1518 aeles001ualum.00m
3/4'OR112'
FOR SPAN SEE ALLOWABLE
EXISTING WOOD STUD FRAMING
DECKHAFTER SPAN TABLE
EAVE LENGTH
•L' 2d OR2.4LEDGER
Z EACH 1/4'0 x 3-12' LAG SCREWS L.L.=10 psf
2 EACH 7/16'0 x 3-12' LAG SCREWS L.L.=20 AND 30 psf (3M'�TEr2' W S }J{t4x1 314-
(2' MIN. PENETRATION INTO PATIO COVER
EXISTING WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING NOTE: BRACKET
SEE
® FOR ATTACHMENT NOTE: PLACE'SIKA FLE)' OR SIMILAR MAY BE MOUNTED
t4 MATERIAL BETWEEN BRACKET AND COMP. BELOW RAFTER WI
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL SAME CONNECTION'S.
WALL CONNECTION O O BRACKET CONNECTION
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
HANGER CHANNEL
LIVE
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERY 0185
DATE: B012
I5R
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKETTHpptL
0.2D=
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
ATTACHMENTS
WIND"
Bp 100 6 110 MPH14016)452-7021SHEET
8288 ALPINE AVE., SACRAMENTO, CA 85828
FAx403-1518 aeles001ualum.00m
9 OF 33
COLUMN--LP_OST TYPES=&--SURFACE-MOUNT�AND EMBEDMENT DETAILS
ALULL ("BRACKET USE WITH
T BRACKET y- � T-TMPE B•CA.OR E STEEL POST ONLY:
® 3 -SO. POST W/ STEEL`T.BRACKET USE WITH USE POST TYPE (3}5/8 0 BOLTS
@ 3-S SMS EA °OST TYPENB,C,D.E•F,O,H,J OR K F. G. H. J OR K FOR POST TYPE J
3•SQ. POST 3:S0. POST, • LUM.'T BRACKET:
SIDE OF POST OR •-- USE�2�Ig'0 Nan q
1/4' M.B. THROUGH ' xWiMT8'OR EQUAL ((22}}BOLTS
POST l/ STEELY BRACI(Ef 1R DEPTH OF I FbR ALL OTHER 16'INSERT
SEE NOTES BELOW USE (2HV9'0 MR -'n K1MK FOOTING OR x .188'
(2)-IWO POWERS WEDGE; BOL OR EQUAL 1Y MIN. EMBD. I CONDITIONS 4 5•
BOLTS+, OR EQUAL, EACH 2);'E!FO-OTnING
TOBPTH STEEL ASTM 8
BRACKET TO SLAB. FOR K)' • . STEEL
MINIMUM DISTANCE TO� T.O.C.
EDGE OF SLAB=4'OR :"�' I •rf u��
TO CRACK = 10' C '•�i ASTM A572 STEEL
(1 Y4' MIN. EMBEDMENT) �'•' ' •'•, m a
DE TH a (1R'0M.8. sf L:' :'•!: 3118'
•,� j - SLAB SHALL IN v ONCRETE FROM END { • . •• y
GOOD CONDITION SEE NOTE ' o m 3- SQ. POST STL - _
OF POST t� z OR FLUTED ( )
FOR SRE POURED OR 4' S0. POST (STL) '
3 //2' MIN. SEE FOOnNG 30UARE SEE FTG.
SCHEDULE OU CONCRETE SCHEDULE IN BEAM INSERT
IN BEAM SPAN TABLE FOOTING ' '
SPAN TABLE PL5/8"THK. __,
EXISTING SLAB �� 3" SQ. POSTS TO CONC: FOOTING 8 SQUARE POST EMBED.
_.... INTO FOOTING 9
1 1R' 7 iR'
WELDED STEEL BASE PLATE... � Q
NOTES: BASE PLATE SCHEDULE
1. DO NOT USE ALUM. T PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. B
BRACKET WITH 3X8 BEAM W SO. x 5/B' S. C. D, F. G. 8 H
ATTACHED ATTACHED ONLY Wn-4EAM.MAG BEAM, 4•oR
rI�EAMsFREESTANDING
ALTERNATE FTG. FOOTING & ANCHOR BOLTS BASE PLATE ANCHOR
2. POST TYPE E
CUBE SIZE SO. 16' DEEP ' CUBE FTG. FOOTING SIZE SINGLE POSTS INSTALL WASHER PLATE. BASE PLATE ANCHOR BOLTS (SIZE 6 TYPE)
EMBED. 7 X 1(i' X 5 X- AT
18' 18" SQ. 12' BOLTS
STEEL T BRACKET. (4)- 314'0 HILT( KWIK BOLT TZ STAINLESS
20' 21" SO, 12' 23' & 24' CUBE (2),IWO 31/4' 9'x9'x 5l8' STEEL PER I.C.C. ESR -1817 OR EQUAL
3. POST TYPE F (4 314• EMBEDMENT DEPTH)
22• 25" SQ. 16' 25' • 30' CUBE (4}1R 0 3114' DO NOT USE STEEL T
24' 28' SQ. 20' BRACKET W/7• I•BEAM.
26" 32' SQ. 23' 31'- 34• CUBE (4}8(8.0 4-
28' 35' SQ. 25" l
35- 0
30' 39' SO. 28' 39' CUBE (4}3/4.0 431 4'
!.gsx(�N�Y N
32' 43" SQ. 30' 40'- 47 CUBE (4)3/4.0 4 314' O�V �` - Cd
34' 4T SQ. 32' NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL r0� \ I
36• 61" SQ. 34" I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL. tn F �
38' 55' SQ. 37"
o. C37948
40" 60" SQ. 39'
/13
42• 64• SQ. 41' \�
44• 69" SQ. 4r
CUBE FOOTING WI V SLAB pAL�F�
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
COLUMN
LIVE LOAD"
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERA 0198
GATE:6/Y2012
SCALE: NONE
COMMERCIAL AND RESIDENML STRUCTURAL ENGINEERWD
SURFACE MOUNT
1Q 20 630 psf
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
AND EMBEDMENT
HORIZ WIND a
g0, 101)8110 MPH
8268 ALPINE AVE., SACRAMENTO, CA B5B28
(916)452.7041 FAX403.1519 aalaa®dwahim.com
SHEET 10 OF 33
1,79'
2.57"
2.08"
rt
.038" R.F. GUTTER
FASCIA -ALUM.
ALLOY 3004-H36
6.5" ROLLFORMED
14EADER�BEAM TYPES-&_AT_TAGHMENT=-DETAILS I
SPLICE WHERE
OCCURS
.066•
TYR
I— 2.r —
O ALUM. ALLOY
6063-T6
A
4.5" GUTTER
4.6'
SPLIOCCURSE VI I I SPLICE
oSS`
TYR
6063-T6LOY ALLOY
6063-T6
MAG. GUTTER O
MAG BEAM O
3.00" SQ.
14"R B.
TYP.
28"
ASTM A653 GRADE 40
E
3" SQ. STEEL BEAMO I
Ire
C'q?A��� 3.0•
rp� t'm 2. 8.6• MAX. 2- 8.6'
SPLICE �SPLICE
~ No. 379413 .042-
0 Culls 4• WH RE P. 3 13 .024• e.o•
—� f-- .032• 032•
070 .042•
TYP• .110'
TYP.
ALUM. ALLOY 3004 H38 OR EQUAL ALUM. ALLOY 3004-H36
ALUM. ALLOY O X8063 Spy J ALUM. ALLOY 3004 H38 OR EQUAL 1 OR EQUAL
8083 -TB J
4" 1 -BEAM 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAM 3 x 8 BEAM O
3" r-
M."�j 3•� �-�— B MAX.. 3" B. 625• .375"
N\ 7
.042 042• .042• T- % GA
�-
8"
7.875" ASTM A653 GRADE 50 ALUM. ALLOY 6003-T3
6.856"
Li
ALUM. ALLOY 3004-H36 �� /j ALUM. ALLOY 301)"M
OR EQUAL I I OR EQUAL I I.625L
" I-4375"
ALUM. ALLOY 30044436 O --moi 2.875• F�-� I•i .75"�1
O DBL. 3 x 8 BEAM ON 3 x 8 BEAM O 7" I -BEAM "C" OP
3 x 8 BEAM W! STL. INSERT DBL43 x B=BEAM W! DBL. 3 x 8 STL. INSERT STEEL INSERT SPLICE ! INSERT
OR EQUAL
DRAWN BY: E.N.
TOM CAMPBELL 6 ASSOCIATES, INC.
LIVE LOAD,
PATIO ER 5 S M ASM G. BY:
U1PM0 ERN 0165
GATE: Bf6I2012
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
10, 20 6 30 psf
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA. CA (651) 741-2107
HORIZ WIND =
90.1008 110 MPHSHEET
8268 ALPINE AVE., SACRAMENTO. CA 65826
(818) 452.7021 FAX 403.1618 eelea®dulelum.cam
11 OF 33
"
10# L.L. `90--MP-Fi'FREESTANDING-,&-ATTACHE-D--SOLID- P_-ATIOS . 12' OR LESS EXP. B & C
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING-SHOWWREPRESENTS LENGTH OF
EACH'SIDE=AND-DEPTH OF CUBED FOOTING -WITHOUT SLAB.
WHERESLAB=OCCURS; G CUBED FOOTING SIZE—O
MAY BE REDUCED_8'iEACH SIDE+OR-FREESTANDWG,ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
Shu►N►,L r;V
O P
~ No. C37949 >k
WK 03/31/13
s;
FOOTNOTE: , i"SAMPLE'
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B &.C.
DRAWN BY: E.N.
urs L. rx0.0-x:u3z�t5 m -l—
-DBL: 3"x8"x.042"-BEAM'
`3"x8'---BEAMsw/INSERT
PATIO COVER SYSTEM MFG. BY:
PATIO CM
ot3L. 3'•x13" b AM
DATE: SISM1z
3"x8" BEAM
t0, 20 a 30 p�f
PRODUCTS, INC.
EACH w/ A 3"x8" STL. INSERT
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
HORS, WIND "
8288 ALPINE AVE. SACRAMENTO, CA 95825
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
5j.
o
MAX.COL.
MAY -POST MAXPOST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED FREESTAND ATTACHED
�-�T
o
m —
3
SPACING
ONSLAB*
SPACING SPACING
FOR DBL FOR 3" x 8'
SPACING
(SPAN)
SPACING
(SPAN)
FTG MIN. SPACING FTG MIN. FTG MIN
m
FTG.
MIN.
FTG
MIN.
POST
FTG
MIN
FTG
MIN.
FTG
MIN
27t8.55c.03 BEAM
(IN.)
POST
(IN.)
(IN.)
POST
(IN')
(IN.)
�FE
POS (SPAN) (IN.)
(IN.) (IN') TYPE
~
TYPE
TYPE
TYPE
TPOST YPE
TYPE
4'
17'-0"
12'-8; 12'18'-10"
29
F
1 20
B
18'-16'-9°
32
20
B
23'-21,-9"
34
G
2
B 33'
37
G
2 28 B
4'
_9"
\7
2
25 30'-9"
5
13'-7 "
11'-4" 1 V-4"
28
F
19
B
16'-3"
31
G
21 '
B
21'-1"
33
G
23129':1026
B27--6'
36
G
B
5'
10' 8' 10'-7°
21
15' 0"
23
19'-6"
26
29 E
6'
11'4"
10'x" 10'-4"
28
F
1 21
B
14'-10°
30
G
22
B
19'-3°
32.
G
2 B 27
35
(j
26 B
6,
9'-7" 9'-8"
13' 8"
24
17'-9"
26 C 25'-2"
0 E
7'
9'-8"
9'-7" 9'-7"
27
G
20
B
13'-8"
30
G
22
B
17'-10'
32
G
24 B 25'-2"
35
G
27 B
,
7
8'-10" 8'-11"
22
12 8•
25
16'-5"
27 C 23'-3"
30 E
8.8'-6"
9' 0 8 8'-116,x"
27
C7
2 22
B
12'
29
C7
B
31
Cj
_J23-7"
3'
2 28 B
34
(j
2831 B
81
�°
1'-10"
r<25
,''16'-85.5"
E 21'-9"
E
91
7,_7^
8'-6" 8'-5"
27
G
2123
B
12'-t;
29
G
2 28
B
15'-94
31
G
25 B 22'-3"
341
G
28 E
9,
7'-10" 7'-11"
t'-2•
�"
28 E 20-8°
32 F
10'
6'-9"
18,-0.7,-2" 8'-0'
27
G
2123
B
11' 6;
28
G
226
B
14'-113'
30
G
21'1"
229 B
33
G
29 E
10'
0,_7.
9"
E 9,�"
32 F
11'
6'-2"
7 -8^ 7'-7^
28
G
B
10'-11 •
28
G
2a
B
14'-3^
30
G
26 B 20'-t"
:-7-29
33
G
29 E
11'
[--6'-6- 7' 2"
10'-1"
27
13'-2'
E 18'-7"
33 F
12 '
5'-8 ^
7'-0" 7' 4°
29
G
r22
B
10' 6"
29
G
24
B
13'1"
30
G
26 B 9'-3
32
G
30 E
12'
6'-0" 6'-10"
9' 8"
27
12'-7"
30 E 17'-9"
33 F
13'
5'-2"
29
H
B
10'-1"
29
24
B
13'-1"
29
H
27 B 18' 6",
32
I {
30 E
13'
9'-3"
27
12'-1"
30 E 17 1
34 F
14'
4'-10"
M4'-95'-6
30
H
22
B
9'-8"
30
H
25
B
12 -7"
3U
H
27 B 17'- 0"
32
H
30 E
,
14
25
8'-t 1'
28
1 t' 8"
3o E 16'-5"
34 F
15'
4'-6"
31
H
2
B
9'-4"
. 31
H
25
B
12'-;;.-3•
31
H
2731 B 171-
31
H
31 E
15'
25
28
E _11_
34 F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
NOTE:
FOOTING-SHOWWREPRESENTS LENGTH OF
EACH'SIDE=AND-DEPTH OF CUBED FOOTING -WITHOUT SLAB.
WHERESLAB=OCCURS; G CUBED FOOTING SIZE—O
MAY BE REDUCED_8'iEACH SIDE+OR-FREESTANDWG,ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & SHT. 25 FOR FREESTANDING
Shu►N►,L r;V
O P
~ No. C37949 >k
WK 03/31/13
s;
FOOTNOTE: , i"SAMPLE'
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B &.C.
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
LIVE LOAD"
PATIO COVER SYSTEM MFG. BY:
PATIO CM
DATE: SISM1z
POST SPACING TABLE
t0, 20 a 30 p�f
PRODUCTS, INC.
IAPMO ERN 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
HORS, WIND "
8288 ALPINE AVE. SACRAMENTO, CA 95825
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
104L.L. 100MPH
SO 108 8110 MPH
(918)452-7021 FAX 4011510 mku�duredm.00m
SHEET 17 OF 33
10# L.L. 90 MPH FREESTANDING & ATTACHED
SOLID PATIOS
12' OR LESS. EXP. B & C
SOLID
LIVE LDAP .
6.5" ROLLFORM /
4" I -BEAM
=F
4.5" /
MAG GUTTER
3" SQ. STEEL
BEAM
7" I -BEAM
>_
SCALE: NONE
MAG BEAM
FREESTANDING
HORIL WIND
8289 ALPINE AVE.• SACRAMENTO. CA 868M
REVISED BY:
RANCHO CUCAMONGA, CA (851)741-2107
AND ATTAR
80,10061to MVHSHEET
MAX.POST
FREESTAND
ATTACHED
MAX.pOST
FREESTAND
ATTACHED
MAX POST
FREESTAND
ATTACHED
MAX POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
o
MAX.COL.
3
SPAING
ON SN.
CLAB *
ING
(SPAN)
CIN
s SPAN G
(SPCAN G
(SPAN) SPACING
SPAING
(SP
�'
POSE
pp4E
p�E
FTG.
MIN.AN)
(IN
{NG'
({NG
OSE
(N�
(IN.)
POSE
(N(3) IMIN.TYPE
(NG.POST
lN)
PTFE
(IN.)
POST
NG
E
TYPE
4'
17'-0"
13'-4*12'-8•
30
F
1
B
16'14'-10•
31
G
1
B
14'3,_3"
30
F
1
B
11'
28
F
1719
B
27'-0"25'-0"
35
G
2 25 B
20
21
21
0'-10„
5'
13'-7"
12' 3"
29
F
1
B
14-4.
14'
30
G
2 22
B
12'; 0:11"
29
F
1
B
10'-;�,-0•
28
F
1
B
24'-,�"
34
G
226 B
21
13'-3"
21
20
E
6'
1 VA"
11'-10.-0.
28
F
2 22
g
13'-12,-,.
29
G
2123
B
11'10.10.
28
F
2 22
B
9'-1,9,
27
F
1 21
B
22 20'S•
33
G
2 27 B
5.
E
7'
9'-8"
10'-49,_7^
27
G
2
B
12'-;��-2"
28
G
2124
g
10"O"
28
G
2 Z3
B
9'-5"9,�^
27
G
1
B
20'18'-11^
33
G
2 B
22
0"
22
2B E
8'
6'-6"
9'-8"
27
G
21
B
11'-4"
28
G
22
B
10'-2"
27
G
21
B
9'-1"
26
G
20
B
19'-1"
32
G
26 B
8'-10"
23
10'-6"
24
8'-10"
23
8,_7•
22
1r-8"
29 E
9'
7'-7"
9'-2",
27
G
21
B
10'-8"
28
G
22
B
9'-7"
27
G
21
B
8'-8"
27
G
20
B
18'-0"
32
G
26 E
7 -10"
23
9' 6"
25
7'-10"
24
7'-10"
23
16' 8"
29 F
10'
6'-9"
8'-8"
27
G
21
B
10'-1"
27
G
22
B
9'-1"
27
G
22
B
8'-4"
27
G
21
B
17'-1"
31
G
27 E
7'-1•
24
8,_7.
25
_l.
24
7' 1•
23
15'-10•
30 F
11'
6'-2"
8'-3'
28
G
22
B
s'-2"
28
G
23
B
6-8^
28
G
22
B
r-11•
27
G
21
B
1s' a"
31
G
27 E
6'-5 ^
24
7'-10 "
25
,- "
6 5
24
6'-5'
24
15'-1"
30 F
12'
5'-8"
7 -15'
29
G
2 25
B
8'-5"
29
G
123
B
-
-
-
-
-
7
28
G
2 24
B
15'-14,-5"
30
G
2731 E
11"
7,-2.
26
5'-11•
1-
13'
5'-2"
7-7-
7'-7"
29
H
22
B
7'-9"
29
H
23
B
-
-
-
-
-
7'-4"
29
H
22
B
15'-0"
30
H
28 E
5'-5•
25
6'-7•
26
5,_5.
24
13'-10"
31 F
14'
4'-10"
7-45,-1^
30
H
2 25
B
7'-26,_2.
30
H
2
B
-
-
-
-
-
7��15,
29
H
B
14'-13_4"
30
H
2 E
26
1^
4
31 F
15'
4'-6"
7'-1"
31
H
23
B
6'-8"
31
H
24
B
-
-
-
-
-
6'-10"
30
H
22
B
14'-0"
31
H
28 E
4'-9•
25
5'-9•
z7
4,_9.
21
12'-11"
32 F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE -MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM. NA c �a
;AY C4<�C���
~ No. C37948
.. P. 4.3/31/13 _
NOTE:
FOOTNOTE: "SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 6" EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
1.1
DRAWN BY: E.N.
TOM CAMPBELL BASSOCU\TES,INC.
SOLID
LIVE LDAP .
PATIO COVER SYSTEM AS MFG. BY:
=F
DATE: GISM12
POST SPACING TABLE
10.20830 P4!
DURALUMPRODIX:TS,INC.
-WO
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
HORIL WIND
8289 ALPINE AVE.• SACRAMENTO. CA 868M
REVISED BY:
RANCHO CUCAMONGA, CA (851)741-2107
AND ATTAR
80,10061to MVHSHEET
16OF33
10 N LL BO MPHlt9ib)452-702i
FAX 403.1518 eats Lm.00m
1.1
Bin #
City of La Quinta
Building 8L Safety Division
Permit # �KP.O. Box 1504, 78-495 Calle Tampico
La Quanta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Project Address: / t
7ij ( 4 Owner's Name:
A. P. Number: Address:
Legal Description: City, ST,Zip:
Contractor: n AJ I LOM (/J (f �.a_ Qv t.tiTA jof} Trp Telephone:
Address: S7r F-03 g-3
Project Description:
City, ST, Zip: Pi L4,11�t�-5v- i27,
Cao - `T ZZl (
(�
Telephone: %Le;)- S 7 q 3
rayLie. b: ! ! ! �67
SLaLc Lic. N : j j S(�,�3
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
Construction Type: Occupancy:
State Lic. N:
Project type (circle one): a Add'n Alter Repair Demo
Name of Contact Person:
O L
Sq, Ft.:
N Stories:
N Units:
Telephone N of Contact Person: 7 Co -S7
— Z1564--,
Estimated Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS LINE
a
Submittal
Req'd
Ree'd
TRACKING
1'E11MIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
Reviewed, ready for corrections
Plan Check Deposit
Truss Cates.
Called Contact Person
Plan Check Balance
Energy Cales.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
Z'' Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.1.
H.O.A. Approval
Plans resubmitted
Crading
IN ROUSE:-
Review, ready for corrections/issue
Developer impact Fee
Planning Approval
Called Contact Person
Pub. Wks. Appr
Date of permit issue
School Fees
Tutal Permit Fecs