13-0162 (PAT)P.O. BOX 1504
78-495 CALLE TAMPICO
t LA QUINTA, CALIFORNIA 92253
c '4Q
&t�v 4
BUILDING & SAFETY DEPARTMENT
BUILDING PERMIT
VOICE (760) 777-7012
FAX (760) 777-7011
INSPECTIONS (760) 777-7153
Date: 2/12/13
Application Number: 13-00000162
Owner:
Property Address: 51405 EISENHOWER DR
VALENZUELA
APN: 773-091-020-8 -000000-
51405 EISENHOWER DR
Application description: PATIO COVER - RESIDENTIAL
LA QUINTA, CA 92253
Property Zoning; COVE RESIDENTIAL
D d
Application valuation: 1769
Applicant: Architect or Engineer:
Contractor: I'
VALLEY PATIOS 122013
37897 CHESTERFIELD STR T v
C�'iy��(�
BERMUDA DUNES, CA 9220
(760) 534-4634 I�!lyAA1C�0��A
Lic. No.: 937811
-------------------------------------------------------------------------------------------------
LICENSED CONTRACTOR'S DECLARATION
1 WORKER'S COMPENSATION DECLARATION .
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with
I hereby affirm under penalty of perjury one of the following declarations:
Section 7000) of Division 3 of the Business and Professionals Code, and my License is in full force and effect.
- j I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided
License Class: C51 C8 License No.: 937811
for by Section 3700 of the Labor Code, for the performance of the work for which this permit is
' /,Q./� v �]
,/ Zl -/-\ �// e /'A�0 S
DateContractor:
issued.
Ylhave and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
I /
Code, for the performance of the work for which this permit is issued. My workers' compensation
OWNER -BUILDER DECLARATION
4er��
insurance carrier and policy number are:
I hereby affirm of perjury that I am exempt from the Contractor's State License Law for the
Carrier MARKEL INS CO Policy Number MWC0034417-01
following reason'(Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to
_ 1 certify that, in the performance of the work for which this permit is issued, I shall not employ any
construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the
person in any manner so as to become subject to the workers' compensation laws of California,
permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State
and agree that, if I should become subject to the workers' compensation provisions of Section
License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or
'- 3700 of the Labor Code, 1 shall forthwith comply with those provisions. !.
that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by
for a the applicant to a civil not more than five hundred dollars ($500).:
' /,q, (/
�T/ill 3?�plAcant: V&E /
any applicant permit subjects penalty of
(_ 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
WARNING: FAILURE ;TO SECURE WORKERS' COMPENSATION COVERAGE I UNLAWFUL, AND SHALL
Contractors' State License Law does not apply to an owner of property who builds or improves thereon„
SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND
and who does the work himself or herself through his or her own employees, provided that the
DOLLARS ($100,0,001. -IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN
improvements are not intended or offered for sale. If, however, the building or improvement is sold within
SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES.
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.).
APPLICANT ACKNOWLEDGEMENT
(_) I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec.
IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the
7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of
conditions and restrictions set forth on this application.
property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed
1. Each person upon whose behalf this application is made, each person at whose request and for
pursuant to the Contractors' State License Law.).
whose benefit work is performed under or pursuant to any permit issued as a result of this application,
(_) I am exempt under Sec. , B.&P.C. for this reason
the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City
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:,
r�
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 to enter up� the above-mentioned property for inspection purposes.
z �iZ//
Date: ` Signature (Applicant or Agent):
/t
Application Number .
. . . . 13=00000162
Permit . . .
PATIO COVER PERMIT
Additional desc .
Permit Fee . . . .
41.00 Plan Check
Fee
26.65
Issue Date . . . .
Valuation
. . . .
1769
Expiration Date
8/11/13
Qty Unit Charge
Per
Extension
BASE FEE
15.00
13.00 2.0000
HND BLDG 501-2,000
26.00
-----------------'-----------------------------------------------------------
Special Notes and Comments
ALUMINUM PATIO COVER
133 SQ FT. 2010
CODES.
-----------------------------------------=----------------------------------
Other Fees_ . . . . .
. . . . BLDG STDS ADMIN (SB1473)
1.00
STRONG MOTION (SMI)
- RES
.50
Fee summary Charged Paid Credited
----------------------------------------------------------
Due
Permit Fee Total
41.00 .00
.00
41.00
Plan Check Total.
26.65 .00
.00
26.65
Other Fee Total
1.50 .00
.00
1.50
Grand Total
69.15 .00
.00
69.15.
stn.#
Qty. Of ;L Qulhta
Building 8T Safety Division
P.O. Box 1504,78-495 Calle Tampico
Building '. 1a.Quinta, CA 92253 - (760) 777-7012
lPermit Application and Tracking Sheet
Permit #
Project Address: — �ZSF�U WGQ p�.
Owner's Name:. V�((�C
A. P. Number.
n
Address: .� ()S N('` QIZ.
Legal Description:
City, ST, ZiP: l/1 T " T A Z 7
Contractor. t/.4 b S
Telephone:
Address:
Project Description: ALUM /+'T16
City, ST, Zip: 7_A/a .l Ch q 2 f)5
() ve
Telephone:
'
State Lie. # : � g� City Lia #
Arch., Engr., Designer.
Address:
City., ST, Zip:
Telephone: Construction Type:. Occupancy:
State Lic. #: Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: Sq. Ft.: # Stories: # Units:
/
Telephone # of Contact Person: Estimatod Value of Project:
APPLICANT: DO NOT WRITE BELOW THIS UNE
N
Submittal
Plan Sets
Reg1d
Rec'd
TRACMG PERMIT FEES.
Plan Check submitted Item Amount
Structural Calm
Reviewed, ready for corrections Plan Check Deposit. .
Truss Calcs.
Called Contact Person Plan Check Balance_
Title 24 Cales.
Plans picked up Constmcdon
Flood plain plan
Plans resubmitted _ . Mecharilcal
Grading plan
2`t Review, ready for corrections/issue Electrical
Subcoutactor List
Called Contact Person Plumbing
Grant Deed
Plans picked up S.M.I.
H.O.A. Approval
Plans resubmitted Grading
k ROUSE:-
''` Review; ready for correctionsflssuc Developer Impact Fee
Planning Approval
Called Contact Person A,I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
r�
9'-6-
Solid
Roof 14'
Patio
Cover
5'
Valenzuela Residence
51405 Eisenhower Dr.
La Quinta, CA 92253
Proposed Aluma-wood
Patio Cover
t
E
ITY OF LA QUINT
BUILDING & SAFETY DEPT
APPROVED
FOR CONSTRUCTION
LDATT=211% BY _ If
Driveway
J
i
/ AMY c
* SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X B 1/2' SIDE PLATES.
SOLID PANEL TYPES °
ATTACHMENT CHANNEL G - ATTACHMENT CHANNEL LfHG
ROALUMINUM OF PANEL SEE DETAIL gIVO OPS UC fV ROALUMINUM OF PANEL SEE DETAILS �D SI{q L No UC 0'
�J
SEE SCHEDULEFOR SPANS f fCno _''^W FS ti SEE SCHEDULE FOR SPANS MIN. 0.25' SLOPE PER FT. r11f PRa CTi P.
/
ON
O. SPAN 0.
'O.H.' NOT TO EXCEED 25% 'O.H' NOT TO EXCEED 25%
OF SPAN OF SPAN
SEE DETAIL FOR SPLICE SEE DETAIL FOR SPLICE .
POST OPTIONAL: CANTILEVER BEAM ' ? POST' —OPTION L: CANTILEVER BEAM
* SQ. POSTS, SIZE VARIES Sff SCHE CIryG SEE OST SCHEDULE
PACINGR +t SQ. POSTS, SIZE VARIES , Sff SCH f0 //yG -SEESOS SPACINGDULE
O•H. � O.V.
25%0
5% OFSP tv �- ill
.2s 6 OF N
3 1/2' SLAB 3 11Y SLAB �` SPAH
AlTERNATE: ALTERNATE:, .
ATTACHMENT SINGLE POST ATTACHMENT SINGLE POST
MAY BE USED SEE SCHEDULE MAY BE USED SEE SCHEDULE `
WHERE PERMITTED. WHERE PERMITTED.
SEE SCHEDULE NOTE: NO SPLICE AT THIS SEE SCHEDULE r' NOTE. 0 SPLICE AT THIS
MAX. HT.= 17 POST ANDA END BAYS. :� MAX. HT.= 17 POST AND AT END BAY
FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED
SEE SCHEDULE SEE SCHEDULE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER-_ , FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER �. CHANGEABLE WITH ANY OTHER `V,�,
COMPONTENT UNLESS OTHERWISE SHOWN. COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER OPTION T1�ewATTACHED MULTISPAN W/CANTILEVER OPTIONS=�,
LfNGTT•/ LEHGTH OF 3
ALUMINUM OF S77�U ALUMINUM >RV
ROOF PANEL 0•H CARE" V ROOF PANEL MIN. 0.25' SLOPE PER FT. O.H C�Rf V
SEE SCHEDULE /fS SEE SCHEDULE /fS
FOR SPANS FOR SPANS
O. O.H
'O.H.' NOT TO EXCEED 25% 'O.H.' NOT TO EXCEED 25% P
OF SPAN OF SPAN
SEE DETAIL FOR SPLICE
- SEE DETAIL FOR SPLICE
POST OPTIONAL: CANT EVER BEAMPOST OPTI NAL: CANT EVER B
SQ. POSTS, SIZE VARIES BEAMS SCHFOC L 8 SE POST SPACINSCHEDULE OR SQ. POSTS, SIZE VARIES Sff SCHEDC �fS SEE S ST PACINGDULE R
O•H, t O•H.
ALTERNATE: ?5%:ppSP ALTERNATE: ?S�OFSP
3 1/2' SLAB SINGLE POST AN iv 3 12' SLAB SINGLE POST 2
MAY BE USED SEE SCHEDULE MAY BE USED SEE SCHEDULE 14
TO CONSTRAIN NOTE YO SPLICE AT THIS TO CONSTRAIN I NOTE O SPLICE A THIS
FOOTING, SEE POST 4D AT END BAYS. FOOTING, SEE POST D AT END BOYS.
SCHEDULE SCHEDULE
FOOTING WHERE REQUIRED FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE SEE SCHEDULE FOR FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
1/2 x W STEEL ROD NOTE: EACH COMPONENT IS INTER- 1/2 x 9' STEEL ROD CHANGEABLE WITH ANY OTHER
CHANGEABLE WITH ANY OTHER COMPONTENT UNLESS OTHERWISE SHOWN.
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION TYPE"D" FREESTANDING MULTISPAN W/CANTILEVER OPTION
DRAWN BY: E.N.,
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD = •
PATIO COVER SYSTEM AS MFG. BY:
DATE:W5=12
SOLID PANEL
to,2011 30 pst
DURALUM PRODUCTS, INC.
IAPMO ERp 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
STRUCTURES
AVE., SACRAMENTO, CA 95829
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741.2107
,-
9U too 8Wt t0 MPH
918)ALPINE
(91B) X52-7021 FAX 4031518 eeles®durelu+n.00m
SHEET 2 OF 33
►;
* SEE SHT.16 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2- X 6 1!2- SIDE PLATES.
:RSEE
FOR' TABLE - - ---
-��
QPE-N LAITTICE TYPES
AND SPACING
SEE DETAIL
SEE DETAIL
DATE: 615/2012
-
SCALE: NONE
-
FT sn
t1glf-: I&S OPEN LATTICE -TYPE STRUCTURESEE SCHEDULE
MAX. PROJ.
B`kQ'
Y NST BE COVERED.
SEE SCHEDULE
GEABLE WITH ANY OTHE
s PERMTRED.
MAX O.M. O
25% OF SPAN
r EE SCHEDULE
RAFTER. SEE TABLE
FOR SIZE
FOOTING WHERE RE
FOOTING. SEE
SCHEDULE
\ AND SPACING
OPEN CE -TYPE PATIO COVER
NOTE THIS OPEN LATTICE -TYPE STRUCTURE
2 H.
5%0 SP
LENGTH OF STRUCTURE VARIES
8EE POST DE7AI .
�'
—POST WITH SIDE PLATES
FFTq$D
SEE DETAIL
SEE DETAIL
DATE: 615/2012
-
SCALE: NONE
-
FT sn
-
CHANGEABLE WITH ANY OTHER
3 12- SLAB ATTACK
EACH COMPONENT IS INTER-
MAY BE USED WHE
GEABLE WITH ANY OTHE
s PERMTRED.
ONTENT UNLESS O SE SHOWN.
r EE SCHEDULE
-
FOOTING WHERE RE
FOOTING. SEE
SCHEDULE
SEE SCHED. FOR FOOTI SR
OPEN CE -TYPE PATIO COVER
NOTE THIS OPEN LATTICE -TYPE STRUCTURE
o_� SCALE: NT9
MAYBE COVERED.
FY 1"E" ATTACHED-SINGLE-SPAN-LATTICE,STRUCT_URE____
RAFTER SEE TABLE MAX PROD.
FOR SIZE SEE SCHE U
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
AND SPACING
MAY BE COVERED.
t MAX. O.H. O.H -
Oy2�S% of SPAN
COIMPONTENT UNLESS OTHERWISE SHOWN. `F
LENGTH OF STRUCTURE VARIES `3] < __�UII' .r«
LENGTH OF STRUCTURE VARIES
DRAWN BY: E.N.
8EE POST DE7AI .
�'
POST WITH SIDE PLATES
FFTq$D
SEE DETAIL
ULPMO ERp 0195
DATE: 615/2012
-
SCALE: NONE
NOTE: EACH COMPONENT IS INTER -a
4MULTISPAN
1lY. sue D WHE MErrt
WHERE
CHANGEABLE WITH ANY OTHER
PERMITTUEDD
COMPONTENT UNLESS OTHERWISE SHOWN.SEE
SCHEDULE
NOTE: EACH COMPONENT IS INTER-
WHERE REQUIRED.
USED
TO COMAY BNSTRAIN
SCHED.
ED. FOR FOOTING CUBE SIZETYPE"F"
ATTACHED
STRUCTURE
FOOTING. SEE
SCHEDULE
NOTE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY l E USED
USED
MAY NOT BE COVERED.
MAX. PROD.
NOTE: EACH COMPONENT IS INTER
SEE SCHEDULE
RAFTER SEE TABLE
CHANGEABLE WITH ANY OTHER sFFT
SCHEDULE
FOR SIZE
AND SPACING
FOOTING WHERE REQUIRED
COIMPONTENT UNLESS OTHERWISE SHOWN. `F
., O.
-
?JX
O�25N%okX0- SPAN
TYPE "G" FREESTANDING SINGLE SPAN LATTICE STRUCTURE
_
STRUCTURE
Nall
\\
�III�
DRAWN BY: E.N.
8EE POST DE7AI .
�'
LIVE LOAD -
FFTq$D
-
ULPMO ERp 0195
DATE: 615/2012
-
SCALE: NONE
POST CR EC710N.
G
10.20 ✓k 30 pat
HOR12. WIND =
3 IQ* SLAB
SEE POST DET
NOTE: EACH COMPONENT IS INTER-
RANCHO CUCAMONGA. CA (951) 741-2107
USED
TO COMAY BNSTRAIN
FTM qC��
(918)452-7021 FAX 40J-1519 selea�Qulatun.00m
CHANGEABLE WITH ANY OTHER sFF
r
FOOTING. SEE
SCHEDULE
�l
MAY l E USED
USED
UNLESS OTHERWISE SHOWN. �F
NOTE: EACH COMPONENT IS INTER
TO CONSTRAIN SEE
CHANGEABLE WITH ANY OTHER sFFT
SCHEDULE
OPEN LATTICE -TYPE PATIO COVER
FOOTING WHERE REQUIRED
COIMPONTENT UNLESS OTHERWISE SHOWN. `F
FOOTING WHERE REQUIRED
SCALE NTS
SEE SCHED. FOR FOOTING CUBE SIZE
SEE SCHED. FOR FOOTING CUBE SIZE
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:
ULPMO ERp 0195
DATE: 615/2012
-
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
STRUCTURES
10.20 ✓k 30 pat
HOR12. WIND =
OURALUM PRODUCTS, INC.
6269 ALPINE AVE., SACRAMENTO, CA 95826
_
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
80,1008110 MPH
(918)452-7021 FAX 40J-1519 selea�Qulatun.00m
SHEET 3 OF 33
Tyz
SOLID PANEL SPANS FOR COMMERCIAL WAAM'5 "ry'yA\�\\- 90/100/110 MPH EXPOSURE B & C I
"' .7r .09R. (I.S.) .6r
n 2s•
ALL UNMARKED RADII .08R
2-5'
45 a
TY 38'
ALUM. ALLOY 3004-H36 OR EQUAL
x
~ No. C37948
!;�-EXP,M/31/13
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY FIGURE INDICATES
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN NOT ENCLOSED FIGURE INDICATES ENCLOSED
IN TABLE 1, SHEET 1.—t4 IN ACCORDANCE WITH CBC & IBC APPENDIX I
8" x 2 Y' FLAT PAN (SEE NOTE 1 BELOW)
TOM CAMPBELL 8 ASSOCIATES, INC.
L.L =
PANEL -r
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
EXP.0
EXP.B
EXP.C,`
EXP.BPEXP.012-r
EXP.0
(916) 452-7021 FAX 4011519 I
.01812'-3"
12'-r
12'-r.020
8'
11'-8'
10'-7-
12'-1'
12.1•
12,_1•
11,_1•
11'-113'-1'
13'-2•
.020
13'-1'
13'-1'
.024
13'-4'
13'-4'
13'-4"
12'-r
12'-r
11'-5'
10
13'-1•
13'-1'
13'-1'
12'-4•
12'4
1a' -e•
10
oza
15'-3'
15'-3'
15'3'
15'5'
15'3'
13'-1'
.03215'-3'
17'4•
17'-4'
1T-4'
1T-4•
1T-4•
1T-4
.032
153'
15'-3'
14'-5'
14'-5'17'3'
1T 4'
17'-3'
1T3'
1 T-3'
1 T-3'
15'5'
.040
19'-7'
19'-7'
19'-7'
19'-r
19'F19l-,r.040
77'3•
t l'-3'
17' 3'
16'-5'
16'-5'
10'-0•
10'-0•
10'-0'
10'-0'
1a-0•
10'-0•
.020
10'5'
10'-3'
10'-3'
10'-3'
10'-3'
10'-3'
.018
10'-0•
10'-0'
10'-0'
9'-5'
9'-5'
8'-9"
10'-10'
10'-10'
10'-10'
10'-10'
10-10'
10'-10"
.024
11'-0'
11'-0'
11'-0'
11'-0'
11'-0'
11'-0'
20
.020
10'-10'
10'-10'
10'-10'
10'5'
10'-5'
10-0'
11'-0'
11'-0'
11'-0'
10' 8'
10'-8"
10'-3"
Ira•
1r-7•
12* -7*
12'a•
1r -r
1�7-
20
032
V127*12._7.
12'-r
12'-r
12'-7"
12'-2•
12'-2•
JV
14'3'
14'-3'
14'3'
14'_3•
14'_3•
14'_3•
.040
14'3'
14'-3'
14'-3'
13'-9'
13'-9'
13'3'
7'-8'
T5'
7'-'
7'-8'5
T'
T-8'
.020
T-8*
T-8'
T
T -
15'-8•
T-0•
9'-5'
9'-5•
9'-5'
9'S'
9'-5'
9'-5'
.024
30
9'-5'
9'-5'
9'-5'
9-3'
9'-3'
9'-0'
9'-r
9'-r
9'-7'
9'-7'
91-r
9'-7-
.020
10'-11'
10'-11"
10'-11'
10'-11'
10'-11"
10'-11'
032
9'-7'
9'-r
9'-r
9'-1"
9'-1'
10'-11'
10'-11
10'-11'
10'-9"
10'-9'
105'
30
.024
12'5'
12'-5'
12'-5'
12'5'
12'-5'
12'-5'
.040
10'-r
IV -T`
10'-r
10'-4'
10'-4•
101-0•
12'-5'
12'-5'
12'-5'
12'3'
12'-3'
12•_5•
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY FIGURE INDICATES
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN NOT ENCLOSED FIGURE INDICATES ENCLOSED
IN TABLE 1, SHEET 1.—t4 IN ACCORDANCE WITH CBC & IBC APPENDIX I
6"x 2 Y2' FLAT PAN (SEE NOTE 1 BELOW)
TOM CAMPBELL 8 ASSOCIATES, INC.
L =
PANEL'r
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
tD. 20 a 30 pet
HORIZ. WIND =
DPATIO
URALUM PRODUCTS, INC.
8209 ALPINE AVE.. SACRAMENTO, CA 95828
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
(916) 452-7021 FAX 4011519 I
.01812'-3"
8'
11'-8'
10'-7-
13'-4'
IT -4"
13'-4'
1Y-4'
IT -4"
13'-2•
.020
13'-4'
13'-4'
13'-4"
12'-r
12'-r
11'-5'
14'-9•
14'-9•
14'-9'
14'-9'
14'-9'
1a' -e•
10
oza
14'-0'
14'-0'
13'-1'
17'4•
17'-4'
1T-4'
1T-4•
1T-4•
1T-4
.032
1T 4'
1T-0'
1T-4•
16'5'
16'-5'
15'5'
19'-7'
19'-7'
19'-7'
19'-r
19'F19l-,r.040
19'-7'
19'-7'
19'-7'
18'-7'
10'5'
10'-3'
10'-3'
10'-3'
10'-3'
10'-3'
.018
10'-3'
10'-3'
10'-3'
9'-11'
9'-11'
9'4'
11'-0'
11'-0'
11'-0'
11'-0'
11'-0'
11'-0'
.020
11'-0'
11'-0'
11'-0'
10' 8'
10'-8"
10'-3"
Ira•
1r -r
12'a•
1r -r
20
.024
V127*12._7.
12'-7'
12'-7'
1 r-7'
12'-2'
11'-9"
14'-3'
14'3'
14'3'
14'3'
14'3'
14'-3'
.032
14'-3'
14'-3•
1a'3'
13'-10'
13%10"
13'-3'
16'-2•
16'-2'
16'-2•
16'-2"
16'-2•
16'-2•
.oao
16'-2'
16'-2"
16'-2•
15' 8'
15'-8•
15'-1•
8'-11"
8'-11'
8'-11•
8'-11'
8'-11'
8'-11'
.018
8'-11'
8'-11'
8'-11'
8'S'
8'-8'
8'-8'
9'-r
9'-r
9'-7'
9'-7'
91-r
9'-7-
.020
9'-7'
9'-r
9'-r
9'-1"
9'-1'
10'-7'
10'-7'
10'-r
10'-r
10'-7'
10'-r
30
.024
.
10'-r
IV -T`
10'-r
10'-4'
10'-4•
101-0•
12'-5"
12'5"
12'-5•
12.5•
12'-5'
12•_5•
.032 '
12'-5'
12'-5'
12'5'
12'-1'
12'-1'
.11'-9'
14,_1•
14'-1'
14,_1•
14,_1•
14,_1• e
14,_1•
.040
14'-1'
13' 8'
13'5'
13'-4
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY FIGURE INDICATES
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN NOT ENCLOSED FIGURE INDICATES ENCLOSED
IN TABLE 1, SHEET 1.—t4 IN ACCORDANCE WITH CBC & IBC APPENDIX I
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD =
COVER SYSTEM AS MFG. BY:
IAPMO ER60195
DATE; 815/2012
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
PANEL SPANS
tD. 20 a 30 pet
HORIZ. WIND =
DPATIO
URALUM PRODUCTS, INC.
8209 ALPINE AVE.. SACRAMENTO, CA 95828
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107
90, 100 6110 MPH
(916) 452-7021 FAX 4011519 I
SHEET 5 OF 33
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS
.25'� 67• T=SEE TABLE BELOW 440• _)7
ao• -'1 ,
.46' 70" 4Q' -
40 25
1.48
1.40' 4� 40.
35'
3.00' �-- 4.50' 4.50' --�-- 4.50' 4.50' 3.00'.
za.00'
ALUM. ALLOY 3004-H36 OR EQUAL
24--TRI--T 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
11'-9"
10'-8'
11'-9'
9'-7"
101-8'
81-B'
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
W-8"
9'-8'
9'-8"
9'-7'
9'-8'
8'-8'
20
.024
11'-6"
11'-6"
11'-6'
11'3•
11'-6'
10'-3'
12'-10"
.032
13'-4"
13'-4•
13'-4"
13'-0"
13'-4'
15'-5'
15'-5•
.018
8'-5"
8'-5'
8'-5'
8'-5"
0•S"
8'-5'
30
.024
10'-0'
10'-0'
10'-0'
10'-0'
101-0'
10'-0'
10'A"
.032
11'-7'
11'-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.
90/100/110 MPH
�.. - 1.125•
EXPOSURE B &-,C / - ./�>
�Si NAL Mc
ISO \n e
Y i
�Pg 00
o F�
2
A ~ No. C 37E 48
,.
P.03/3;/13 _
ALUM. ALLOY 3004-H36 OR EQUAL.
12" x 3112" W PANEL-
(SEE'NOTE.-1 BELOW)
L.L.=
(PSF)
PANEL - r
(IN.)
90 MPH SPAN
100 MPH SPAN '
. 110 MPH SPAN
EXP.B
EXP.0714'-3'
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
EXP.0
EXP.B
EXP.0
10
.020
14'-3"
14'-3"
14'-2"
14'-3'
12'-10"
.024
15'-7"
.15'-7"
15W*
15'-7"
14'-1'
.032
181-8"
181-8"
181-8"
181-8"
18'-8"
1r-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
1515'
15'-5'
15'-5•
15'5"
15'-5"
15'5"
.040
17'5'
I
17'5"
1T3'
17'3"
17'5'
17'-3'
30
.020
10'-4'
10'=4"
10'-4"
10'A"
10'-4'
10'-4'
.024
11'-2"
11'-2'
11'-2'
11'-2"
11'-2"
11'-2"
.032
13'-6"
13'-6'
13'-6"
13'5•
13'-6'
13'-6'
.040
15'=1"
15'-1"
15'-1"
15'-1"
15'-1'
15'-1"
BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
WPMO ERN 0195
JORAWN
DATE:615=12
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
PANEL SPANS
10, 20 a 30 psf
OURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CucaMGNGA cn (951)741-210Y
HORIZ WIND =
To, eo a, to MPH,
8289 ALPINE AVE., SACRAMENTO, CA 95826
SHEET 4 OF 33
.
(918)152-702t FAX aOZ/519 sales�C�aslum.aom
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 10' MAX. HEIGHT C = 10' G =3"sa xc=.i86•
t-. 12 I _..j 3.00" SQ.
3.00"SQ. 024• �W;016c�
o sMs 3.00" SQ. I I H=3•saXt=.25o"
.032' O'C r11.00r
1=3•SO.xt=.313'
6.5' 3. C 5^ RK
=4•SO.xt=.188•
.032•
.14"R - Lu =4•s .xt=.250•
032• NP' . AWSTEEL
t.
O5/ I" PLASTIC PLUG 28• O O 3.0' OR 4.0'
3" SQ. ALUM. POST 33 SQ. ALUM. POST MAG POST SQUARE
WITH SIDE PLATES O 3" SQ. ALUM. POST STEEL POST
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004-H36 ASTM A500 GR 8 (Fv=46kli 3" SQ. STEEL POST ALUM. ALLOY 6063•T6 ASTM A500 GRADE B
ALUM. ALLOY ; 3.00" OR 2.0^
6063-T6 2.40" 7/16.0 HOLE t"
1.375" FOR 3/8^ pdg . .56' 2 FLANGES
0 2 1/8' APART
0 ... 75" ASTM GRADE 36 STEEL 1.125" 2 5'
INSTALL Ui' x 1X�' x y HDG
WASHER PLATE AT ANCHORS �� 75• BASE FLARES
15T TO 3'WIDE EA.
1.60" TYP SIDE OF FLANGES
1.5TYP. USE FOR 3' -� -
090" POST ONLYIj 1-7/16.0 HOLE
INSTALL I 4" x I 4* x J¢' HOG 5.50^
WASHER PLATE AT ANCHORS 7i�
FOR 110 MPH q 2- 5/16.0 HOLES 8 2-3/8' HOLES
TYP. EA. SIDE
ALUM "T" BRACKET STEEL "T" BRACKET 5
r.. /r_ L, T=.060" TYP --{ I-- . ,— (4) -SDS 25412
ALUM. ALLOY
6063-T6
"H" BRACKET
#14 SDS,
3 PER SIDE
3"x 8" ALUM. RAFT. BRACKET —'
3" x B' ALUM. HEADER
HEADER BRACKET (7)
DRAWN BY: E.N.
TOM CAMPBELL &ASSOCIATES, INC.
LIVE LOAD =
PATIO COVER SYSTEM AS MFG. SY:
IAPMO ER# 0195
DATE: WWO14
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
COLUMN 1
"' 10, 20'd 30 P9f
DURALUM PRODUCTS, INC.
SCALE: NONE
POST TYPES
HORIZ WIND =
8269 ALPINE AVE., SACRAMENTO, CA 96826
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
90, 100 1 110 MPH
(916) 452-7021 FAX 4031518 selee�duealum.00m
SHEET 8 OF 33
HANGER CHANNELS AND MOUNTING BRACKETS '
ALUM. 3004-H36 1.50" WALL FASTENERS +--
SEE TABLE 300'
1.5 '
t= 0.04* #14 .202' ANEL 25'R pV
W DIA. #14 SMS 0 P
' LOCKS OR a9 SMS
tai 1+i •563' 281' AT EA CONTACT
c m WALLCZ "
11 ei FASTENERSALUMALLOY CONTINUOUSA-RAIL
SEE TABLE 6083-T6 RGDP PANEL (MERE OCCURS)
O O — ALU
MALLOY
06
A . B 6063 -T6063 -T6
1.75' a14 SMS EA CONTACT
ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION O
FASTENERS, SEE TABLE
A34 FRAMING ANGLE
R.F. OR EXT. HANGER SEE TABLE
' CHANNEL, 2X OR 3X
RAFTER BRACKET.
ALUM. PANELORS I '
3x ALUM. RAFTER. 1I SIL
FASCIA BOARD 4 /EXIST. EAVES, RAFTER
ALLOWABLE PROD. EXISTING EAV
SEE TABLE BELOW OVERHANG
(24' MAX.)
EXISTING EAVE CONNECTIOPln2
)78
2.740"
#14 SDS
AT 2x FASCIA AT WOOD STUD ' AT MASONRY (SOLID -GROUTED
.�" Q 8' O.C.
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
T=.060"
• 8• WALL FASTENERS
110
SEE TABLE
181-8'
SEE PAGE 33 FOR
ALUM.M.3 L Y
APPROVED ROOF PANEL
wzp
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.
I.R. HANGER OC
I
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONIC.)
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
_ A B •B. C, D D E E F
181-8'
DESCRIPTION OF LAG SCREW SEE NOTE BELOW)
2'-0" 14'-0" 12'-8'
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX.
wzp
B=SDS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.
LU
C=SDS25412 AT EACH STUD, 16" O.C. MAX.
yNwa
D=3/8"0 x 4" LAG SCREW AT EACH STUD
LLr
'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'$;
'HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1
EXIST. RAFTER
NOTE: BRACKET
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
LL=10
LL=20
LL=30
2'x4 - •
FULL OR
2' x 6"1'-6"
NOTCHED
16"O.C..
10, 2(16 30 paf . ''
18'-8'
181-8'
14'-2"
2'-0" 14'-0" 12'-8'
W-7'
24' O.C.
12'-5' 111-8'
8'-10'
2'-0" 9'-4" T-4'
5'-7"
2"x6' FULL OR
2'x8' NOTCHED
24' O.C.2'-0"
19'-11'
19'4"
14'$;
2"x8" FULL OR
2'x10' NOTCHED
24" O.C.2'-W
31'-11'
31'-11"
25'-0'
NOTE: DESIGN LOADS AT EXISTING ROOF OVERHANG: RDL=15psf RLL=20psf
EXISTING LUMBER AT OVERHANG: #20 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.
_ ' 3/4" OR 1 1/2"
I 2"x612'OR
5' MIN. 3" x.8' ALUM. p
RAFTER
3/4' OR 11/2
EXISTING WOOD STUD FRAMING
H 114'0 x 3-12' LAG SCREWS L.L =10 psf
H 7/18'0 x 3-12' LAG SCREWS L.L.=20 AND 30 p
V. PENETRATION INTO
'ING WOOD STUD)
USE LEDGER WHERE RAFTER SPACING
IDS EXISTING STUD SPACING
FOR ATTACHMENT MATERIAL BETWEEN
1.BtiU--'
—(2) #14 SDS
® EACH PAN
6' FROM P
0�\RAY
3948
F
-031 1/13
SIDE
NOTE: PROVIDE WATER
PROTECTION, METAL FLASHING
CAUCK JOINTS AND SLOPE
r— TO DRAIN
FOR SPAN SEE ALLOWABLE
+ EAVE LENGT\HDECK/RAFTER SPAN TABLE
EAVE LENGTH
�)�4104
91EDGFA
RAFTER...��4' I
NOTE: BRACKET
LEX' OR SIMILAR
MAY BE MOUNTED
CKET AND COMP.
BELOW RAFTER W/
'O PROVIDE SEAL
SAME CONNECTION'S.
OBRACKET
CONNECTION
DRAWN BY: E.N.
TOM CAMPBELL &ASSOCIATES, INC.
HANGER CHANNEL
LIVE LOAD,
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE: 81541012
NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
10, 2(16 30 paf . ''
DURALUM PRODUCTS, INC. ,
-
SCALE:
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741-2107 r
ATTACHMENTS '�
HORZ WIND -
90, 100 8 110 MPH1(916)452-7021SHEET
9299 ALPINE AVE, SACRAMENTO, CA 96928
FAI(4031518 salea®Awelum.00m
9 OF 33
ATTACHED
ALTERNATE FTG.
'COLUMN/
CUBE SIZE
POST TYPES
& SURFACE
MOUNT.
AND
EMBEDMENT, DETAILS
18" 18• SQ. 12".
BOLTS
20'
21•SO.
12•
23.824'CUBE
ALUM."RACKET USE WITH
-
-
25' SQ.
16"
25' - 30' CUBE
T B
KET
24" 28' SQ. 20•
26'
I
POST TYPE B.C.D. OR E.
31'. 34' CUBE
(4}618.0
STEEL POST ONLY:
28'
35' SQ.
3
@ ,
POST W/
(4)3/4.0
4 3i4-
30' 39• SQ. 28"
STEEL"RACKET USE WITH
43' SO.
30'
USE POST TYPE
F, G. H. K
(3}.5/8 0 BOLTS
FOR J
4 3/4'
S OST SI
MS EA
POST O
32'
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
3' POST
POST TYPE B,C•O.E.F•O.H.J OR K.
u�4UE �}yg�0
4(• 60' SQ. 39'
42• 64' SQ. 41'
J OR
POST TYPE
4
1/4
THROU
XWO09 iTSOREQUAL
1/ DEPTH OF
i
(2}12'0 BOLTS
16•INSERT
P
SEE NOTES BELOW
USE (t}"3ie 0 HIL�TI KMx
FOOTING OR
j
-
CONDITIONS SOTHER 4 5
x .188•
(2
0 POWE
D
BOLTS OR EQUAL
12' MIN. EMBD.
I I
ASTM A36
B
+, ORE
EA
2 �• EMaEDMENT DEPTH
:::
STEEL
ET TOS
FOR KWIK BOLTS)
�4 1 ! .
T.O.C.
I
M DIST
E TO
I I,
t�
�
FS
OR
_•�
E
C
CK = 1
G
r
_1
W zd
ASTM A572 STEEL
IN. EM
EN
a
�� : .:7,
o
w w
DE TH A
( 1rem B.
ir~L:.'.�
3/18•
LAB
LB
e POURED CONCRETE
LONG, 1'
FROM END
.��
{• �L." ; ; •
' '•
w rn
�
00 C
DI
FOOTING SEE NOTE
OF POST
!;t;::•.,:;
O m
3•SQ.POST(STL)
Z
OR FLUTED
FORS
SEE FOOTINGSQUARE,
POURED
SEE FTG.
OR 4• SO. POST (STL) '
SCHEDULE QUARE—J.CONCRETE
SCHEDULE IN BEAM
INSERT I )
IN BEAM SPAN TABLE
FOOTING
SPAN TABLE
PLK.
EXIST SLAB
SQ_POSTS TO CONC_FOOTING 8
SQUARE
r
POST EMBED.
9
.5/8"TH
_3"
INTO FOOTING
11n• a•
11n•
ATTACHED
ALTERNATE FTG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
SO. 1187 DEEP
• CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18" 18• SQ. 12".
BOLTS
20'
21•SO.
12•
23.824'CUBE
(2)-1/70
31/4•
22"
25' SQ.
16"
25' - 30' CUBE
(4)-1/•0
31/4'
24" 28' SQ. 20•
26'
32• SQ-
23'
31'. 34' CUBE
(4}618.0
4-
28'
35' SQ.
25'
35' - 39' CUBE
(4)3/4.0
4 3i4-
30' 39• SQ. 28"
32*
43' SO.
30'
40' - 42' CUBE
(4}3!4.0
4 3/4'
34'
4r so.
32'
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
36" 51' SQ. 34'
38' S5' SQ. 3r
4(• 60' SQ. 39'
42• 64' SQ. 41'
da• 69• SQ. 43
' CUBE FOOTING W/4• SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
NOTES:
1. DO NOT USE ALUM. r,
BRACKET WITH 3X8 BEAM
W/INSERT, MAG BEAM, 4' OR
7'1 -BEAMS.
2. POST TYPE E
INSTALL WA_4NF_R_ DI_A_TF_
2•X)6•X5X'AT
STEEL T BRACKET.
3. POST TYPE F
DO NOT USE STEEL T
BRACKET W/7.1 -BEAM.
WELDED STEEL BASE PLATE (1 0)
BASE PLATE SCHEDULE
PLATE SIZE
MAYBE USED WITH POST TYPE, SEE SHT. 9
9• SO. x5/8'
B, C, D, F, G, 8 H '
FREESTANDING
BASE PLATE ANCHOR
BASE PLATEt(44�
ANCHOR BOLTS (SIZE d TYPE)
97x9•x 5/8'L
4.0 HILTI KWIK BOLT TZ STAINLESS
PER I.C.C. ESR -1917 OR EQUAL
' EMBEDMENT DEPTH)
Sg�pNAL
_ r
o. C37948 r
113 �Q-
DRAWN BY: E.N.
70M CAMPBELL & ASSOCIATES. INC.
COLUMN
LIVE LOAD a
PA710 COVER SYSTEM AS MFG. BY:
U1PM0 ERI 0185
DATE' 8/5/012
SCALE: NONE
COMMERCIAL AND STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 830 pat
DURALUM PRODUCTS, INC.
1(916)452-7021
'
REVISED BY:
CUCAMORESIDENN A
RANCHO CUCAMONOA CA (951) 741-2107
AND EMBEDMENT
HOR12S WIND -
90, 1008 110 MPH
8269 ALPINE AVE., SACRAMENTO, CA 95929
FAX403.1519 ulea®dumfum.rnm
SHEET 10 OF 33
.61'
1.79"
tc 2.57"
2.19•
2.08"
1nr
.038" R.F. GUTTER
FASCIA -ALUM. O
ALLOY 30041136 A
6.5" ROLLFORMED
HEADER BEAM
GUTTER EXT. CLIP
SPLICE WHERE
OCCURS
Obs'
TYP.
2.r
ALUM. ALLOY
6063-T6
4.5"' GUTTER
4.6•
TYPES & ATTACHMENT DETP
GUTTER EXT. CLIP
SPLICE WHERE
OCCURS
ow
TYR
ALUM. ALLOY
6083-T6 O
MAG. GUTTER C
SPLICE WHERI
OCCURS
14
ALUM. ALLOY
6063.76
MAG BEAM
I.
3"
3.00" SQ.
.11.00^..... I .�
14"R
TYP.
28"
0
4, o��QS\ Y C,,Ai�`
3.0'
I— 3" 6 Pm � 2• 6.5• MAX.
2" 6.s
I
SPLICE ~ No. 37948 .� 042-
WHERE SPLICE P. 3 13 .024• _ a.o•
OCCURS 4" —; -r-'.032' 032'
070 042•
TYP: .110'
TYR
ALUM. ALLOYALUM. ALLOY 3004-H36 OR EQUAL ALUM.,ALLOY 30041136 OR EQUAL ALUM. ALLOY 3004-H36
6063-T6 �60M63-TROY J J OR EQUAL K
4" I -BEAM O 7" I -BEAM O 2 x 6 RAFTER DBL. 2 x 6.5 BEAMO
3x8BEAM
3 " 2s
MAX. 3" �+-- e MAX.3' S .625.
A
375"
i
—� 042" 042" 042•
a7T - 14 G
f-
7.5" ASTM A653 GRADE 50 :6.656" T = 0.125
8" ALUM. ALLOY 6063.76
ALUM. ALLOY 30044136 ALUM. ALLOY 30041136
OR EQUAL OR EQUAL _TI :375'.
ALUM. ALLOY.VU-H382.875"
2.675"
OR EQUAL
3,1X -8 -BEAM -WI -STI -7-1 RT� DBL. 3 x 8 BEAM O . W/ DBLL3 x 8 STL INSERT O STEELINSERT O SPLICE If O
I y,
s,
t
I
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
lNE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE: 6!512012
SCALE: NONE
COMMERCLAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
10, 20 8 30 pat
](916)
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA. CA (951) 741-2107
, HORR. WIND =
90. 100 8 110 MPH
6269 ALPINE AVE., SACRAMENTO, CA 95626
452-7021 FAX 403-1519 selftzurelum.00m
SHEET 11 OF 33
I y,
s,
t
I
DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION
��I BEAM SPLICE TO
' +� OCCUR DIRECTLY OVER 5/8"0 PLASTIC
POST. NOT PERMITTED
1 112* OR 2"LATTICE N F 2 -POST UNITS PLUG WHERE
#8 S.M.S. f-EE3.
Nc 6 SCREWS I � SCREW IS INSIDE
ALTERNATE 12" Y C,1 `,IV PER SIDE I
DOUBLE
BOLT CONNECTIO PLAN 2 ��,p 5" #14 SMS MAY
7ALTERNATE:� BE USE AS
#14 S.M.S3.5" 3.5
" ALTERNATE TO
RA ECT. R TO C37948 r , 3.5' 3.5" 1/4"0 BOLTS
I U,3L31/13 8" BEAM
WX 3"STL.POST (24')
INSERT ATTACHED OR
35c WSTL.POST COLUMN
FOR FREESTANDING _
I -N 4.5' 0* 0'
O ALTERNATE:
(2}2x6.5" OR
(2)-3'x6'HEAD
(2}12 -BOLT
2'x 6.5" SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 19
#8 S.M.S. EACH SIDE
I --LATTICE 1 1/2" OR 2"
2"x6.5" OR 3"x8" RAFTER
ALTERNATE:12'BOLT
ALTERNATE:
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4—TOTAL)
ALTERNATE:
(2} 2x6.5" OR (2}3"x8' HEADER
JALTERNATE:
3'x3'x0.OLT OR
CONNECTOR .M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 2U
Ffl OR ❑P
SEE NOTES
BELOW I 1 6 1/2" SIDEPLATE EA.
I SIDE SEE POST SCHEE
ov 14 m
#14 SMS EA. SIDE
TOP, MID HEIGHT
AND BOTTOM. 3"SQ. POST BETWEEN SIDE PLATES
BEAM TO POST CONNECTION 21
POST SCHEDULE
3" SQ. x.032"+ (2}2" x 61/2"x.024" 3" -SQ. x .032" + (2)-2" x 61/2" x .032"
1 W/ (6)-#14 S.M.S. EACH SIDE.' a W/ (8)-#14 S.M.S. EACH SIDE.
USE ON CONIC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
EXISTING
SHEATHING
2'x6)4'x0.024'
TOM CAMPBELL 8 ASSOCIATES, INC.
ALUMINUM MEMBER WI'
j
WOOD FILL OR
36
2'x6" NOMINAL LEDGER
DATE: W&W12
SCALE. NONE
(NEW OR EXISTING)
LATTICE
t0, 8 30 psf
20
10, 20
Itl
I
`(2) SIMPSON SDS26600
EXISTING
1' STUCCO OR EQUAL
2.5' PENE. INTO EACH WOOD STUD
EXIST: -STUCCO / LEDGER
ATTACHMENT DETAIL 22
DBL. 3"X8"X.042 BEAM
— OR DBL. 2"X6.5"X.032" BEAM
5/8" 0 ACCESS HOLES
INSTALL 6 — #14 X Y4"
3" SQ. POST LONG SDS 8 EACH
HEADER TO COLUMN
(12 FASTENERS PER
CONNECTION)
DOUBLE HEADER TO
COLUMN DETAIL: 23
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
UNE LOAD -
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE: W&W12
SCALE. NONE
- "•
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
t0, 8 30 psf
20
10, 20
DURA PRODUCTS; INC.
I
REVISED BY:
RANCHO CUCAMONGA, CA (951)741-2107
CONNECTIONS -
WIND "
90, 1008110 MPH
8299 ALPINE AVE.. SACRAMENTO, CA 95820
(916)452.7021 FAX 403-1519 aelea uralum.00m
SHEET 14 OF 33
MINIMUM NUMBER OF REQUIRED COLUMNS
FOR ATTACHED OPEN LATTICE &SOLID COVERS
3
2"X6.5"X0.024" SIDE PLATES
POST 10
90 MPH
100 MPH
110 MPH .'
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
4'
2
2
2
2
2
3
5'
2
2
2
3"
2
3
6'
2
3.
2
3
3
4
7'
2
3
3
4
3
4
8'
3
3
3
4
4
5
9'
3
4
3
5
4
6
10'
3
4
4
5
4
6
11'
4
5
4
6
.5
7
12'
4
5
4
6
5
7
13'
4
5
5
7
6
8
14'
4
6
5
7
6
8
15'
5
.6
5
8
'6
9
a
L;
2"X6.5"X0.032" SIDE PLATES
POST.; [fl
90• MPH ::.: ".d
i;." 1.00,MPH
110 MPH
EXP. B
EXP. C
"EXP. B
'EXP. C
EXP. B
EXP. C
4'
2
2
2
2
2
2
5'
2
2
2
2
2
2
6'
2
2
2
2
2
3
7'
2
2
2
2
2
3
8'
2
2
2
3
2
3
9'
2
3
2
3
2
4
10'
2
3
2
3
3
4
11'
2
3
2
4
3
4
12'
2
3.
3
4
3
5
13'
2
3
3
4
3
5
14'
3
4
3
4
4
5
15'
' 3
4
3
5
4
6
�t SEE SHT.14 FOR POST TYPES
NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS IS SHOWN ON SHEET 8
AC�,,j/lN
- ,
TOM CAMPBELL 3 ASSOCIATES, INC.
":-
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
]ORAViNBY:E_N.
IAPMO ERp 0185
OATE:WWO12 -
COMMERCIAL AND RESIDEN71Al. STRUCTURAL ENGINEERING
µ1NUMUM"
-10; 20830 pat
](916)452-7021
DURALUM PRODUCTS. INC.
SCALE: NONE,..
REVISED BY: -
RANCHO CUCAMONGA, CA (951) 741-2107 " --
REQUIRED COLUMNS
� - HORIZ. WIND =
r 80, 100 6 110 MPH
8288 ALPINE AVE:, SACRAMENTO, CA 85828
FAX 403-1519 sales �Cwetum.aom
SHEET 15 OF 33
10# L.L. 90 MPH FREESTANDING
& ATTACHED SOLID PATIOS . 12' OR LESS EXP. B & C
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
POST SPACING TABLE
DBL. 2"x6.5"x.032" BEAM /
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM WINSERT
DBL. 3"x8" BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
>
o
HORIZWIND •
3"x8" BEAM
REVISED BY:
EACH w/ A 3"x8" STL. INSERT
ATTACHED
Y
t
MAX.POST MAXPOST
FREESTAND
ATTACHED
FREESTAND
ATTACHED
FREESTAND
5
MAX.COL.
MAX.POST
MAX POST
FREESTAND ATTACHED
MAXPOST
L
m—
SPACING
ON SLAB
SPACING SPACING
FOR DBL FOR 3" x 8'
SPACING
( )
SPACING
( )
FTG MIN SPACING FTG MIN. FTG MIN.
~
FTG.
MIN.
FTG
MIN.
FTG
MIN
FTG
MIN.
FTG
MIN.
MPO
2'16.55x.03 BEAM
(IN.)
POST
(IN.)
POST
(IN.)ITYPE
(IN.)
POS
(IN.)
POST (SPAN) (IN.) (IN.)
(IN:)
TYPE
TYPE
TYPE TYPE TYPE
4'
17'-0"
12'-8" 12'-8"
29
F
18
B
18'-2"
32
G
20
B
23'-7"
34
G
22 B 33'-4•
37
G
25
B
4 '
11'-9" 11'-10"
20
16'-9"
22
21'-9"
25 30'-9"
28
5'
13'-7"
11'-4" 11'-4"
28
F
19
B
16'-3"
31
G
21
B
21'-1"
33
G
23 29'-1
B
36
G
26 B
,
5
10'-6" 10'-7"
21
15'-0"
23
19'-6"
26 27' 6"
29 E
6'
11'-4"
10'-4" 10'-4'
28
F
19
B
14'-10"
30
G
22
B
19'-3'
32
G
24 B 27'-3"
35
G
26 B
6,
9,_7,. g.-8"
21
13' 8"
24
17'-9"
26 C 25'-2"
30 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
g�_1o" e'-11"
22
12' 8•
25
1s'-5•
27 C 23'-3"
30 E
8
8'-6"
9'-0" 8'-11"
27
G
20
B
12-1
29
G
23
B
16'-8"
31
G
25 B 23'-7"
34
G
28 B
8'
8' 4" 8'-4"
22
11'-10"
25
15 -5 "
26 E 21'-9"
31 E
9'
7'-7"
8'-6" 8'-5"
27
G
21
B
12'-1"
29
G
23
B
15'-9•
31
G
25 B 22'-3"
G34
28 E
9.
7'-10" 7'-11"
23
11'-2"
26
14' 6"
28 E 20' 6•
32 F
10'
6'-9"
8'-0" 8'-0'
27
G
21
B
11'-6"
28
G
23
B
14'-1
30
G
26 B 21'-1"
33
G
29 E
,
10
7'-2" 7'-s^
23
10'_7"
26
13'-9"
29 E 19'-6"
32 F
11'
6'-2"
7'-8" 7'-7"
28
G
21
B
10'-11'
28
G
24
B
14'-3"
30
G
26 B 20'-1"
33
G
29 E
11'
s' -s^ 7'-2"
24
10,_1"
27
13'-2"
29 E 18.7•
33 F
12'
5'-8"
7'-0" 7'-4"
29
G
22
B
10'-6"
29
G
24
B
3'-7
30
G
26 B 9'-3
32
G
30 E
12'
s'-0" 6'-10"
24
g• W
27
12'-7"
30 E 17'-9"
33 F
13'
5'-2"
6--61- 7'-0"
29
H
22
B
10'-1"
29
I I
24
B
13'-1"
29
H
27 B 18'-6"
32
H
30 E
13'
5' 6" 6'-4"
24
9'-3"
27
12'-1"
30 E 17'-1•
34 F
14'
4'-10"
61-0. 6-95'-10^
30
H
22
B
9' 8"8'-11•
30
I'i
25
B
12'-;�.-8"
30
H
27 17
32
H
3 E
14'
5,_2"
5
28
E 16'-5•
0fB
44q F
15'
4'-6"
5'-7" 6'-6"
31
H
22
B
9 4"
31
H
25
B
12'-2"
31
H
27 17'-3"
31
H
31 E
15'
4'-9" 5'-6"
25
8' 8"
28
11'-3"
31 E 15'-11'
34 F
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS NAL w �y
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM. O��(j PS�RAY tv,Q �j
6-
a
�F
No. C37948 1¢
9XK 03131113
NOTE: FOOTNOTE: 'SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE B
WMAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY. HERE SLAB OCCURS, CUBED FOOTING SIZE FIGURE INDICATES EXPOSURE C
SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED & SHT. 2S FOR FREESTANDING
DRAWN BY: E.N.
DATE: B/52012
TOM CAMPBELL & ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD
t0, 20 a 30 par
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
UPMO ERN 019.5
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
HORIZWIND •
8269 ALPINE AVE, SACRAMENTO. CA 95826
REVISED BY:
RANCHO CUCAMONG& CA (951) 741.2107
tONL.I. t00MPH
90 100 8 110 MPM
(918)452-7021 FAX1031519aa
SHEET 170F33
10# L.L. 90 MPH FREESTANDING
& ATTACHED SOLID PATIOS 12' OR LESS. EXP. B & C
TOM CAMPBELL & ASSOCIATES, INC.
POST SPACINO TABLE
6.5" ROLLFORM /
4" I -BEAM
4.5"/
MAG GUTTER
3" SQ. STEEL
BEAM
7" I -BEAM
DURALUM PRODUCTS, INC.
>�
MAG BEAM
RANCHO CUCAMONGk CA (051) 741-2107
AND ED
HORIL WINO"
90,400 a 140 MPH
8280 ALPINE AVE.. SACRAMENTO, CA 95828
SHEET 16 OF 33
L 901
tONLL 90 MPH
MAX.POST
FREESTAND
ATTACHEDFREESTAND
MAXPOST
F
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
MAX.POST
FREESTAND
ATTACHED
1a ~
:3!2
MAX.COL.
10'-10,_0"
ING
ON SCLAB w(SPAN)SPACING
F
S PANkCING
3( PCAN G
SPACING
� PAN)
S PCAN G
G
24 B
21
POTYPE
2
MIN
FTG.
MIN.
MTYPE
MTYPE
(N)
(NG
POSE
(NG
6'
11'-4"
PPOS
28
(LNG
2 22
(IN)
ME
29
(LNG.
2123
(N�
Pn
28
(NO.
POST
(NG
POST4'
9'-119,_5.
27
F
1
TYPE
22
33
G
24 B
�OpSE
PFTG.
TYPE
,-1"
TP10PE
pE
1T-0"
13' '"30
21
F
1 20
B
1614'-10"
31
G
9'-8"
B
14'-4"13, 3"
30
F
1 21
B
11=10, iU"
28
F
1719
B
27'-0"25' 0•
35
G
2 25 B
NOTE: FOOTNOTE: 'SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE 8 ja
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. 8 8 C.
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
DRAWN BY: EN.
DCALE:
TOM CAMPBELL & ASSOCIATES, INC.
POST SPACINO TABLE
LIVE LOAD'
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
NONE
SCALE: NONE
COMMERCULL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 8 30 pd
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGk CA (051) 741-2107
AND ED
HORIL WINO"
90,400 a 140 MPH
8280 ALPINE AVE.. SACRAMENTO, CA 95828
SHEET 16 OF 33
L 901
tONLL 90 MPH
5'
13'-7"
12' ;;,�"
29
F
1
B
14'-43,_3"
30
G
20
B
12'; 0"11"
29
F
1
B
10'-10,_0"
28
F
18
B
24'-,-0"
34
G
24 B
21
2
21
20
26 E
6'
11'-4"
11'2* .�.
28
F
2 22
B
13'-1"
29
G
2123
B
11 ' 0,-10.
28
F
2 22
B
9'-119,_5.
27
F
1
B
22
33
G
24 B
,-1"
21
20'-0"
7 E
7'
9'-8"
10'-4" ^
27
G
20
B
12'-2" "
28
G
21
B
10'-10"
28
G
20
B
9'-5"
27
G
19
B
20'-5°-
33
G
25 B
9'-7
22
11'-2
24
10'-0"
23
9'-0"
22
18 11"
28 E
8'
a' -s^
s'e"
27
G
21
B
1r -a"
28
G
22
B
1o' -z"
27
G
21
B
9'-1"
26
G
20
B
1s'-1"
32
G
2s B
8'-10"
23
10' 6"
24
8'-10"
23
8'-7"
22
1T-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
(�
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
7,_1"
24
7, 1.
23
15'_10•
30 F
11'
6'-2"
8'-3" "
28
G
22
B
9'-2" "
28
G
B
8'-8"
28
G
22
B
7'-11"
27
G
21
B
16'-4"
31
G
27 E
6'-5
24
7'-10
6'-5"
24
6'-5"
24
15'-1"
30 F
12'
5'-8"
7'-11"
29
G
22
B
8'-5"
29
G
026
B
-
-
-
-
-
7'-7"
28
G
22
B
15'-7"
30
G
27 E
5'-11•
25
7'-2"
5'-11"
24
14,_5"
31 F
13'
S'-2"
7-4- ,
29
H
22
B
7'-9 3,
29
H
B
-
-
-
-
-
T-4-5'-5"
29
H.
2 24
B
1513'-10"
30
H
28 E
5"
5
7"
31 F
14'
4'-10"
7'-4
30
H
2 25
B
7'-2 3,_2"
30
H
2
B
-
-
-
-
-
7 -15'-1"
29
H
2 Z4
B
14'-53,"
30
H
2 E
5, 1"
26
31 F
15'
4'-6"
"
31
H
23
B
6 -8"
31
H
24
B
-
-
-
-
-
8'-10"
30
j -I
22
B
14'-0*
31
`„�
28 E
4'-9
25
27
4'-9"
24
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 jJ
SELECTED BEAM. G\ONA
~ No. C37948 r—
P. W/31113
NOTE: FOOTNOTE: 'SAMPLE"
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. FIGURE INDICATES EXPOSURE 8 ja
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. 8 8 C.
SHT. 10 FOR ATTACHED 8 SHT. 25 FOR FREESTANDING
DRAWN BY: EN.
DCALE:
TOM CAMPBELL & ASSOCIATES, INC.
POST SPACINO TABLE
LIVE LOAD'
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
NONE
SCALE: NONE
COMMERCULL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 8 30 pd
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGk CA (051) 741-2107
AND ED
HORIL WINO"
90,400 a 140 MPH
8280 ALPINE AVE.. SACRAMENTO, CA 95828
SHEET 16 OF 33
L 901
tONLL 90 MPH
918'452-7021 FAX 401/579 "el° hen.00m