13-1373 (PAT)P.O. BOX 1504^� VOICE (760) 777-7012 `
78-495 CALLE TAMPICO 4FAX (760) 777-,7011
LA QUINTA, CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT INSPECTIONS (760) 777=7153
BUILDING PERMIT
Date: 10/29/13
Application Number: 13-00001373 Owner:
Property Address: 46370 CAMEO PALMS DR ANDY MEYERS
APN: 643-182-026-3 -2043 - 46370 CAMEO PALMS
Application description: PATIO COVER - RESIDENTIAL LA QUINTA, CA 92253
Property Zoning: LOW DENSITY RESIDENTIAL
Application valuation: 9000
D
Contractor: D
Applicant: Architect or Engineer: VALLEY PATIOS
37897 CHESTERFIELD STREET
BERMUDA DUNES, CA 92203 1'1V
(760) 534-4634 CIT(O��GtJINiA
Lic. No.: 937811 pINAN��d�'
-------------------------------------------------------------------------------------------------
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 I ofessionals Code, and my License is in full force and effect.
License Class: C51 C8Li No.: 937811
DatlI
� Contractor40tyll A-0
NE -BUILDER DECLARATION
1 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 _ 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, 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:
rx
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.
ex I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor
v" Code, for the performance of the work for which this permit is issued. My workers' compensation
insurance carrier and policy number are:
Carrier SOUTHERN INS CO Policy Number PW0006609-13
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 ould beco subject to the workers' compensation provisions of Section
3700 of the Labor de, I shal fo hwi ompl r with those provisions.
o�
Da�:'t J Applicant:NZ I
V N.
WARNING: FAILURE TO SECURE WORKER OMP" ATION 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 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 ISO 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 chis c un y to enter upon the above-mentioned pro y for i pe ion urpos .
Date:. Signature (Applicant or Agent .
V y
0
Application Number
Permit . . .
Additional desc
Permit Fee
Issue Date
Expiration Date
. . . . 13-00001373
PATIO COVER 2013
95.81 Plan Check Fee
Valuation
4/27/14
.00
9000
Qty Unit Charge Per Extension
1.00 95.8100 EA MISC PATIO COVER, STD , 95.81
---------- ---------------------------------------------------------------
Special Notes and Comments
PATIO COVER-720SQ FT DURALUM LATTIC
PATIO COVER NEAR POOL. 2010 CALIFORNIA
BUILDING CODES.
----------------------------------------------------------------------------
Other Fees . . . . . . . . . BLDG STDS ADMIN (SB1473) 1.00
PLAN CHECK, PATIO COVER 94.38
STRONG MOTION (SMI) - RES .90
Fee summary Charged
Permit Fee Total 95.81
Plan Check Total .00
Other Fee Total 96.28
Grand Total 192.09
LQPERMIT
Paid Credited Due
.00 .00 95.81
.00 .00 .00
.00 .00 96.28
.00 .00 192.09
Qin #
City of La Qulnta
Building &r SafetyDivision
P.O. Box 1504, 78-495 Calle Tampico
La Quinta, CA 92253 - (760) 777-7012
Building Permit Application and Tracking Sheet
Permit #
Project Address:
Owner's Name: Y
A. P. Number:
��
Address:% o � Q j I 1 S 1�� I' ,
Legal Description:
City, ST, Zip: 60 a
Contractor': r:
bb n
I G �
Telephone.
Address:. J I S
Project Description:
City, ST, Zip: 9aaD3
m miq
Telephone• � 3
State Lic. # :
City Lic. #•:
Arch., Engr., Designer:
Address:
City, ST, Zip:
Telephone:
State Lic. #:
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•• J'J..•ijiiiiii l::.4.4evi
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Construction Type: Occupancy:
Project type (circle one): New Add'n Alter Repair Demo
Name of Contact Person: �5
Sq. Ft.:
# Stories:
# Units:
Telephone #,of Contact Person:-�CQ
Estimated Value of Project: q O n,. C)d
APPLICANT: DO NOT WRITE BELOW THIS LINE
#
Submittal
Req'd
Rcc'd
TRACMG
PERMIT FEES
Plan Sets
Plan Check submitted
Item
Amount
Structural Calcs.
I
Reviewed, ready for corrections
Plan Check Deposit
Truss Calcs.
Called Contact Person
Plan Check Balance
Title 24 Calcs.
Plans picked up
Construction
Flood plain plan
Plans resubmitted
Mechanical
Grading plan
2°" Review, ready for corrections/issue
Electrical
Subcontactor List
Called Contact Person
Plumbing
Grant Deed
Plans picked up
S.M.I.
H.O.A. Approval
Plans resubmitted
Grading
fN HOUSE:-
'`" Review, ready for corrections/issue
Developer Impact Fee
Planning Approval
Called Contact Person
A.I.P.P.
Pub. Wks. Appr
Date of permit issue
School Fees
Total Permit Fees
-. � .•�• ��• 24J'1 .-x'1.04 '1^-.;45;33 (GMT)
7.
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radio, CA 92203
Fax: 76.0) 459-2.036.
a;, cepse # .93781.1.
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/AYPI. .. _ _. �(^.. _. _.. _ _ __—_ _ _-_ .
City of.La..Quinta Building ®epartment
78-495' Calle Tampico
La Quints, .CA 92253.
760-.777-.700.0
To whom it rmay concern:
Tami Lam porte is a'sal.es. person ofValley Pati®sand is therefore a;uthorized.to
"
obtain perfrits on.behalf of
Val,I.e .P.1atlos,
Should.yo.0 have any .questions regarding heremploymer t,:please feel free
to. .contagt. meat the..phone:
'ngm.b:.er a,4o.Ve.
Regards,
An.drew. Fisher
Valley-Patios Owner
a
I
L)V, i,1,,1113
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37'
�- 5' -
CITY OF LA QUINTA
BUILDING & SAFETY DEFT.
APPROVED
FOR CONSTRUCTION
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ATTACHMENT CHANNEL
ALUMINUM
SEE DETAIL
ROOF PANEL
N
SEE SCHEDULE
FOR SPANS
FOOTING, SEE
MAY BE U ES 0 SEE SCHEDULE
0.
'O.H." NOT TO EXCEED 25%
WHERE PERMITTED.
OF SPAN
SEE DETAIL FOR SPLICE
NOTE. O SPLICE AT THIS
* SO. POSTS, SIZE VARIES
8f`
* SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING Y X S 12' SIDE PLATES.
SOLID PANEL TYPES
�fNG ATTACHMENT CHANNEL
Alyp OFSUC� ALUMINUM SEE DETAILS
>71F1%'Rq/FCnL Rf FS SEE SCRHEDULE
S MIN, 0.25' SLOPE PER FT.
RF PANEL
VAN
0. I
'O.H.' NOT TO EXCEED 25%
t OF SPAN
OPTIONAL CANTILEVER
SEE SCHEDULE FOR
POST SPACING
3 117 ATTACHMENT �TE�TE'
MAY BE USED SINGLE POST `
WHERE PERMITTED. SEE SCHEDULE
SEE SCHEDULE
MAX, HT.= 17 NOTE: NO SPLICE AT THIS
POST AND A END BAYS.
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS I
CHANGEABLE WITH ANY OTHER C
COMPONTENT UNLESS 0TH
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER
c - .ALUMINUMG OF31R C
ROOF PANEL O, SRF V
SEE SCHEDULE
FOR SPANS
0.
'O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
PO OPTIONAL CANT E
SQ. POSTS, SIZE VARIES 3CH� C/NG SEE SCHEDULE FOR
N
ALTERNATE:
3 12' SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
12 x 9' STEEL ROD
TYPE "C" FREESTANDING '
POST SPACI
•H.
25
OTE 0 SPLICE AT THIS
POST 0 AT END BAYS.
'EXP.
BEAM
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.\ •1
:ANTILEVER OPTION
SEE DETAIL FOR SPLICE
OPTI ' CANTILEVER BEAM
SFF T SS,, P
SEE SCHEDULE FOR is
tt SQ. POSTS, SIZE VARIES-"'TFOU SPACING
1 s OA'.
'O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
ISCHEOULE
CANT E
TSP�C/AAG FOR
SQ. POSTS, SIZE VARIES sff �fOCFS PACING
QNALTERNATE: .:
?s% O
3 1/2' SLAB
312'SLAB ALTERNATE:
MAY BE USED
SEE SCHEDULE
N
MEN SINGLE POST
TE SPLICE A THIS
FOOTING, SEE
MAY BE U ES 0 SEE SCHEDULE
D A�END
SCHEDULE
WHERE PERMITTED.
FOOTING WHERE REQUIRED
SEE SCHEDULE
NOTE. O SPLICE AT THIS
SEE SCHEDULE FOR FOOTING CUBE SIZE
MAX. HT.- I Z
POST AND AT END BAY
SHEET 2 OF 33
TING WHERE REQUIRED
/ SEE SCHEDULE
1R x 9'.STEEL ROD
CHANGEABLE WITH ANY OTHER
FOOTING CUBE SIZE
NOTE: EACH COMPONENT IS INTER -
,Q
W/CANTILEVER OPTION
CHANGEABLE WITH ANY OTHER
m
I
COMPONTENT UNLESS OTHERWISE SHOWN.
"B" ATTACHED MULTISPAN W/CANTILEVER OPTION
ias�
is
ANG
TMOFSTTt
uMINUM
F PANEL MIN. 0.25' SLOPE PER FT.\y1R/f3
SCHEDULE
FOR SPANS
I+�jjl`
'O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
ISCHEOULE
CANT E
TSP�C/AAG FOR
SQ. POSTS, SIZE VARIES sff �fOCFS PACING
QNALTERNATE: .:
?s% O
3 1/2' SLAB
SINGLE POST 7
MAY BE USED
SEE SCHEDULE
N
TO CONSTRAIN
TE SPLICE A THIS
FOOTING, SEE
POST
D A�END
SCHEDULE
DURALUM PRODUCTS. INC.
FOOTING WHERE REQUIRED
SCALE: NONE
REVISED 8v:
RANCHO CUCAMONGA. CA (9611741.2107
SEE SCHEDULE FOR FOOTING CUBE SIZE
90100 `I1 � .
I 10
� SNE AVE.. SACRAMENTO. G 0662E
(918) 40-7021 FAX ra►•tat9.rwmaur.wx".ca"
SHEET 2 OF 33
NOTE: EACH COMPONENT IS INTER -
1R x 9'.STEEL ROD
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN
W/CANTILEVER OPTION
DRAWN BY: E.N.
TOM CAMPBELL 6 ASSOCIATES, INC.
L
LIVE LOAD •
PATIO R :
IAPMO ERt Ot W
DATE: tDAt/20t2
COMMERCIAL AND RE910EMIAL Si1RUCRlRAL ENGINEERING
SOLID PANEL
STRUCTURES
10, 20 70 pd
DURALUM PRODUCTS. INC.
SCALE: NONE
REVISED 8v:
RANCHO CUCAMONGA. CA (9611741.2107
90100 `I1 � .
I 10
� SNE AVE.. SACRAMENTO. G 0662E
(918) 40-7021 FAX ra►•tat9.rwmaur.wx".ca"
SHEET 2 OF 33
RAFTER 8EETABLE * SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2'X6 1/2' SIDE PLATES.
FDACING OPEN LATTICE TYPES
AND
SPACING /
BM THIS OPEN LATTICE -TWE STRUCTURE SF SCHEDULE
MAX PROD. B` MAY�T BE COVERED.
SEE SCHEDULE
MAX O.H. G \ RAFTEFOR R. S�ABIX
.t7� ZS% OF SPAN '/�i�// �n./i \` �. _ .. -• �R�(\ 79
AND BPACINO
LENGTH OF STRUCTURE VARIES
V SIDE PLA
CHME
NOTE: EACH COMPONENT IS INTER- MAY USSLABED WHERE M
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN. r 1►1 A R
FOOTING WHERE
SEE SCHED. FOR
OPEN LATTICE -TYPE COVER N� THIS ovMaM unHCE•
SGL ' MTS MAYBE CAVE
TYPE "E" ATTACHED SINGLE SPAN LATTICE STRU
FOfi L * ~ ENyP. /C3799
SAID SPACING sEME xSCl1 TE: M 1y� mC �f UGT /RE �
w�c o�Il 0• OF i.A►
LENGTH OF STRUCTURE VARIES
SEE POST
h
LENGTH OF STRUCTURE VARIES
WMULTISPANTTICE
RHSIDE PLATES iT
r �oTAIL
EACH COMPONENT IS INTER -31/r SLAB ATTACHMENT
E WITH ANY OTHERMAY BE USED WHERE
ER
NT UNLESS OTHERWISE SHOWN.SCHEDULE
REQUIRED.
FOOTING CUBESUE
o TYPE"F"ATTACHEDSTRUCTURE
RG TE: THIS OPEN LATTICE -TYPE STRUCTURE
MAY NOT eE COVERED.
MAIC RMLOJ.
SEE SCHEDULE /ft
h
LENGTH OF STRUCTURE VARIES
DRAWN B E.N.
TOM CAMPBELL ASSOCIATES, INC.
POSTCRD8SSECTLOK, -
LIVE LOAD
f�?c
3,? SAB
BEE P08T DET
GATE: 1=1121=112012012
AY BE USED
OPEN LATTICE
10, 20 670 pd
NOTE: EACH COMPONENT IS INTER-
N
T�111
1 b
SCALE: NONE
CHANGEABLE WITH ANY OTHERLAB
t
�s
CNEDt>LE
WIND •
s 12,
TO OCOtNSTTRADM
COMPONTENT UNLESS OTHERWISE SHOWN.
NOTE: EACH COMPONENT IS INTER-
,IW &
90,100 a 110 MPH
CHANGEABLE WITH ANY OTHER
FOOTING, SEE
SCHEDULE
OPEN LATTICE -TYPE COVER
FOOTING WHERE REOLIIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
SCALE NTS
SEE SCHED. FOR FOOTING CUBE SIZE
FOOTING WHERE REOUIRED
SEE SOMED. FOR FOOTING CUBE Slip
TYPE "G" FREESTANDING SINGLE SPAN
LATTICE STRUCTURE
1`YPE "H" FREESTANDING MULTISPAN
TTICE STRUCTURE
DRAWN B E.N.
TOM CAMPBELL ASSOCIATES, INC.
LIVE LOAD
PA COVER SYSTEM AS MFG. BY:
IAPMO ERI 0185
GATE: 1=1121=112012012
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
OPEN LATTICE
10, 20 670 pd
DURALUM PRODUCTS, INC.
1(916)462-7MI
SCALE: NONE
RANCHO CUCAMONGA CA (9511741.2107
STRUCTURES
WIND •
8208 ALPINE AVE. SACRAMENTO, CA B t
SHEET 3 OF 33
REVISED By,
,IW &
90,100 a 110 MPH
"W,
FAX 40Y7519 wle�dururLaom
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
.25'� .BT T=SEE TABLE BELOW 4 ' 40• �7 VONAL
Ftic�
V40*.35'3.00' — 4.50' 4.50'--j— 4.50' NO. 037948
24.00• . o3r.3 i 1�j
ALUM. ALLOY 3004-1-138 OR EQUAL/
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED—a
FIGURE INDICATES FREESTANDING
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
NOTE: DETAIL FOR
PANEL FASTENERS
ARE SHOWN IN
TABLES 1,2 AND 3
SHEET 6 OF 33.
12• x 3 1/2' W PANEL (SEE NOTE 1 BELOW)
24' TRI -'V' PAN (SEE NOTE 1 BELOW)
L.L.=
PANELT
L.L =
PANELT
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
10'-4'
10'$•
9'-0'
81-0•
8'-1'
7'•2•
7'
8'-0'
17.4•
.018
111-81
14'-7'
12'-10'
13'-2'
11'-r
12'-0'
11'-3'
10'-r
10'-8'
9'-10•
10'-1'
9'-3'
13' 8'
14'-0'
10'-4'
9'-2'
9'-4'
8'-3'
8'-r
7'-r
10
.024
17-r
032
1 T-1'
Ir -3'
18'-1'
18'4'
13'-2'
12 3•
12' 4'
11'-T
11'-9'
1 T-10'
15'-9'
18'-3'
12'-0•
10'-7'
10'-9•
9'-r
9'-10•
8'-8•
18'-0'
.032
18'-10•
17-1'
11'-8•
11'-r
10'-4'
10'-8'
15'x'
14'-3'
14' 8•
13' 4'
13'-0'
17-W
10'-9'
11' 0'
9'-0'
8'-0'
8'-1'
r-2'
T4•
12'-10•
11'-r
018
10'-7'
.024
� 13'-2'
17-7'
12'-8'
17-0'
12'-2'
11'-0'
20
032
15'-0'
15'B'
14'-10'
14'-8'
13'-10'
14'-0'
14'•3'
14'-2'
10' 4'
9'-2'
g 4•
8'3•
8'-r
7'-r
20
.024
14'-4.040 '
1T3'
18' 8'
18'-r
15'-8•
15'-10'
11'-1'
10•-7'
10 8•
10'-1'
10-3'
9'-7-
9'-10'
10'0•
12'-0'
1 a -r
10'-9•
9'•r
9'-10'
10'-2'
9 8'
.032
9' 4•
1 ra'
tri•
1 rte•
to' -1o•
1 r•r
12'-3'
17.3'
173•
11131
11'-10'
11'3'
10'-9•
10'-10'
81-8•
B'-0•
8'-1'
7'-2'
7-4'
8 8'
17-9'
018
173'
032
13'-r
13'-1•
13'-2•
17-r
8' 4'
8'-1'
8'•1'
T-9`
T-10•
T-8'
14'-10•
14'-3'
9'-9'
9-2•
9'-4'
8'-3'
8'-r
•
30
.024
14'.9'
P�a
9'-9`
9'-4'
9'-8'
9'-1'
9'-7'-9'
10'9•
-109
10'
10'-9•
9-r
-
9'�10'-8*10%2'
'-
-
1r09
10-9'
'-032
10r
FOOTNOTE: "SAMPLE"
FIGURE INDICATES ATTACHED—a
FIGURE INDICATES FREESTANDING
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
NOTE: DETAIL FOR
PANEL FASTENERS
ARE SHOWN IN
TABLES 1,2 AND 3
SHEET 6 OF 33.
12• x 3 1/2' W PANEL (SEE NOTE 1 BELOW)
TOM CAMPBELL 8 ASSOCIATES, INC.
L.L.=
PANELT
190 MPH SPAN
100 MPH SPAN
110 MPH SPAN
(PSF)
(IN.)
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
COMMERCIAL AND RESIDENTIAL STRUCTURAL EN09VEFA0q
PANEL BPANB
13'-1'
11'-7'
11'-9'
10'-4'
10'$•
9'-8'
020
i1a'-1•
1Y-2•
13'-3•
17.4•
12'-7"
111-81
14'-7'
12'-10'
13'-2'
11'-r
12'-0'
1 a -r
024
15'-8'
14'-0'
14'-9'
13' 8'
14'-0'
17-10•
10
1T-0'
15'-4'
15'-8•
13'-10'
14'-3'
17-r
032
1 T-1'
Ir -3'
18'-1'
18'4'
1 S-1 •
19'=10'
Ir -r
1 T-10'
15'-9'
18'-3'
14'-4'
040
20-r
19'-2`
19'd•
18'-0'
18'3'
18'-10•
17-1'
11'-8•
11'-r
10'-4'
10'-8'
91-8'
.020
11'-10•
11'3'
11'4'
10'-9'
11' 0'
10'3'
13'-4•
17-9'
12'-10•
11'-r
17-0'
10'-7'
.024
� 13'-2'
17-7'
12'-8'
17-0'
12'-2'
11'-0'
20
032
15'-0'
15'B'
14'-10'
14'-8'
15' '
14'-9'
13'-10'
14'-0'
14'•3'
14'-2'
12'-7'
113'-4•
1 T-8'
18'-0•
18'-9'
15'-9•
18'-2'
14'-4.040 '
1T3'
18' 8'
18'-r
15'-8•
15'-10'
15--0•
1o' -r
10'-2'
103•
9'-10'
10'0•
9'-8'
020
10' 8•
10'-1'
10'-2'
9 8'
9'-10'
9' 4•
1 ra'
tri•
1 rte•
to' -1o•
1 r•r
tais•
02a
11' 8•
11'-7
11'3'
10'-9•
10'-10'
1014'
30
13'-9•
13'3•
13'3'
17-9'
17-10'
173'
032
13'-r
13'-1•
13'-2•
17-r
17-9'
17-r
15'x'
14'-9'
14'-10•
14'-3'
14'-8•
13'-9'
.040
16'-7
14' 8'
14'-8'
14'-1'
14'.9'
DRAWN BATIO
Y: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LNE ��
COVER SYSTEM AS MFG. 6
DATE: 10A112012
IREVWEDBY.
10, 20 6 30 pd
DURALUM PRODUCTS, INC.
.
IAPMO ERN 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL EN09VEFA0q
PANEL BPANB
/IORIZ WINO -
6269 ALPINE AVE., BACRAAE►RO, G 95620
1(910)4W-7921
SHEET 4 OF 33
RANCHO CUCAMONGA. G (961)741.2107
70, 90 6110 MPH
FAX 403-1519 ar.marwnmm
SOLID PANEL SPANS FOR COMMERCIAL & P
it .09R. (I.S.) sr
m .25•
N
ALL UNMARKED RADII .08R
DINv
45 c'
TY 36•
5 5'
ALUM. ALLOY 3004-H36 OR EQUAL
P-0
O
2
~ No. C37948]
kPP. 03/31//b),
NOTE: DETAIL FOR
PANELFASTENERS
ARE SHOWN IN
TABLES 1,2 AND 3
SHEET 6 OF 33.
FOOTNOTE:
'SAMPLE'
90/100/110 MPH EXPOSURE B & C
-8' x 2 Y2" FLAT PAN (SEE NOTE 1 BELOW)
CAMPBELL 8 ASSOCUTES, INC.
L.L.=
PANEL'1'
90 MPH
SPAN ,
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
I EXP.0
SM ALPINE AVE., SACRAMENTO. CA 96529
-Ml, FAA 403-1519 wk@CWjnAimmn
SHEET 5 OF 33
11'-4'
1D'-1'
10'-3•
9'-1'
9'-4'
8'-3'
020
17-3'
11'-8•
11'-7'
10'-9'
11'-10'
11'-0'
13'-1 •
11' 8'
11'-9'
10' 4'
1�12%2'
'--6-
9' 6'
.024
10
13'-7'
12' 8'
17-9'
11'-10'11'•2'
17-r
11'-8`
16'-2'
14'-8'
14'-8'
13'-0'
13'-4•
11'-9'
10
.032
15'-10'
14'-9''
15'-0'
13'-10'
14'-2
13'-1'
18'-1 •
1 T-0"
1 T-2'
15'4'
15'-10"
14'-0•
.040
1T-9'
18'x'
16'-9'
15'-r
15•-10•
14' W
10'-0'
10'-0"
101-1•
9'-1•
9'-4'
8'-3'
.020
10'x'
9'-10'
10,-0•
9'�'
9'-7•
9'-0'
11'-r
11'•1'
1 r-2•
10'4'
10'-6•
9'-6'
.024
20
11 6•
10'-10•
1 I W
10'x•
10 -r
1Ir
13'-r
12'-10'
13'-0'
173'
12'-6•
11'-9'
032
13'x'
12'-0'
17-9'
12'-2'
12'-3'
11'-7'
15'2'
14'-6'
14'-7'
13'•10'
14'-1'
11'-0'
20
.040
r>13"'W
13'-0'
14'
14'-4•
13-r
13'-9"
9'-3'
8'-10•
9'-0"
8'-r
8'-8'
6'-3'
.020
9'-2'
8'-9'
8'-10'
8' 6•
8'-7•
8'-2'
10'-2'
9'-10'
9'-10•
91-6'
9'-r
W 2'
.024
10 -1'.
9 -9
9'-9
9 4'
9 -0'
9 -0
11'-10•
11'-6•
1 r -r
1 r -r
11'-2•
9'-0-
.032
[10'6"
11'-4'
11' 4'
10'-10"
11'-1"
10' 6'
'4'
12'-10'
13'-0"
12'-4'
12'-r
12'('
.040
I1-3
13'-2'
12'-0'
17-9'
173'
174'
11'-9•
P-0
O
2
~ No. C37948]
kPP. 03/31//b),
NOTE: DETAIL FOR
PANELFASTENERS
ARE SHOWN IN
TABLES 1,2 AND 3
SHEET 6 OF 33.
FOOTNOTE:
'SAMPLE'
90/100/110 MPH EXPOSURE B & C
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY FIGURE INDICATES ATTACHED
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWNFIGURE INDICATES FREESTANDING
IN TABLE 1, SHEET 1. t-�—
6" x 2 Y2' FLAT PAN (SEE NOTE 1 BELOW)
CAMPBELL 8 ASSOCUTES, INC.
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
SM ALPINE AVE., SACRAMENTO. CA 96529
-Ml, FAA 403-1519 wk@CWjnAimmn
SHEET 5 OF 33
17-0- '
11'-0"
1 '2"
s'-10•
10'•2'
9'-0'
.018
13'-3'
12'x'
17-7'
11'•8"
11'-10'
11'-0'
13'-8'
11'-10'
12'-1-
10•-e'
11'-1"
9'-9'
.020
14'-2'
13'-2'
13'-4'
12'x0'
17-r
11'-8`
15'-2'
13'-4'
13'-8'
12'-1"
12'-4'
11'-0'
10
.024
18'3•
181-8'
18'-9•
14'•9•
15'3'
13'4•
.032
20'• 10'
19'-2'
19'-r
1 T3'
1 T-9•
15'-8"
.040
20'-r
19'-2"
19'x"
18'-0'
18'-4'
1 T-0•
11'-4'
10'-9"
11X1*
9'-10"
10'-2'
9'-0"
.018
11'-2'
10 8'
10'-9'
10'-2'
12'-1 •
11'-0'
11'-r
10'-8"
11'-1 •
9'-9'
020
11'-10'
11' 4'
11'-8'
10'-9•
11'-0'
10'4'
13'-1'
17.6•
1r -r
12'-0'
12'-1'
11'-0'
20
.024
13'-0'
173'
12'-4'
111•9'
11'-10'
11'-2'
15'•4'
14'-8'
14'-9'
14'-0'
14'-2'
13'-4'
.032
15'-2'
14'-8'
14'-r
13'•9'
14'4'
13'-2'
16'-8'
161-8'
18'-8'
161-W
16'-2•
15'3-
.040
16' 8•
161-6•
18'-r
151-8•
16'-0'
154'
10'-0'
9 -r
9 8•
9-0'
114'
9'-0-
.01 a
9 8'
9'-r
9'-2'
9 3'
8'-9'
10'-r
10'-3•
10'3'
9'-10'
10'-0"
9--6'
020
10' 8'
10'-1'
10 -2'
9 -9'
9'-10'
8 4'
11'-0'
11'-1'
11'-2'
10'-8-
10-9-
10'-3'
30
.024
11'-4•
11'-0'
111•1'
10'-r
10'-8'
10'-2•
13'-6'
13'-0'
13'-1'
12'-r
17.8'
12'-1'
.032
IY-4-
17-10'
12'-10'
17.4'
12'-8'
11'-10'
14'•r
14'-7'
14'-r
14'3'
14'-8"
13'-9'
.040
16'•8'
16'-6'
18'-r
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY FIGURE INDICATES ATTACHED
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWNFIGURE INDICATES FREESTANDING
IN TABLE 1, SHEET 1. t-�—
DRAWN BY: E.N.TOM
CAMPBELL 8 ASSOCUTES, INC.
LIVE LOAD"
PATIO R SYSTEM MFG. BY:
I~ EFIN 0195
DATE: 10411/2012
IREVISEOEFY:
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENWNEERINO
I
PANEL SPANS
10, 20 6 30 pd
DURALUM PRODUCTS, INC.
[916)462
SCALE: NONE
RANCHO CUCAMONOA CA (951) 741-2107
HORIZ WIND "
90, 100 6 110 MPH
SM ALPINE AVE., SACRAMENTO. CA 96529
-Ml, FAA 403-1519 wk@CWjnAimmn
SHEET 5 OF 33
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS
DRAWN BY: E.N.
E.N.
TOM CAMPBELL A ASSOCIATES, INC.
TABLE 1
LIVE LOAD• i
TABLE 2.
I
TABLE 3
DATE: 1OC:
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENCi1NEfRINO
I
(2)'2"x6 Y2" AND
' to, 20 a ]0 pal
NORIZ WIND
WALL HANGER, 3"xB" AND
EXTRUDED AND 3"xB" WITH
6 Y"
ROLL FORMED HEADERS
90, too A 110 MPH
STEEL HEADERS
I
STEEL INSERT HEADERS
Y
NUMBER OF NO.14 TEK OR SMS SCREWS
PER FOOT OF HEADER LENGTH
>
NUMBER OF NO. 14 TEK OR SMS SCREWS
PER FOOT OF WALL HANGER AND HEADER LENGTH
>
NUMBER OF NO. 14 TEK OR SMS SCREWS
PER FOOT OF HEADER LENGTH
00
90 MPH 100 MPH 110 MPH
1°
90 MPH 100 MPH 110 MPH
m
90 MPH 100 MPH 110 MPH
EXP. B
EXP. C EXP. B EXP. C EXP. B EXP. C
EXP. B EXP. C EXP. B EXP. C EXP. B EXP. C
EXP. B EXP. C EXP. B EXP. C EXP. B ,EXP. C
5
3
3 3 4 4 5
5
2 3 3 3 3 4
5
2 2 2 2 2 3
3
4 4 4 4 5
2 3 3 4 3 4
2 2 2 3 3 3
6,
3
4 4 4 4 5
6,
2 3 3 4 3 4
6,
2 2 2 3 3 3
3
4 4 5 5 6
3 4 3 4 4 5
2 3 3 3 3 4
7
3
4 4 5 5 63
7'
3 3 4 4 5
��
2 3 2 3 3 4
4
5 5 6 6 7
3 4 4 5 5 6
2 3 3 4 3 4
8•
4
5 5 6 5 7
8.
3 4 4 5 4 6
8.
2 3 3 3 3 4 '
4
6 5 7 6 8
4 5 4 6 6 7
3 3 3 4 4 5
9•
4
5 5 6 6 8
9•
3 4 4 5 5 6
9•
3 3 3 4 4 4
5
6 6 8 7 9
4 5 5 6 6 7
3 4 4 4 4 5
10
5
6 6 7 7 9
10
4 5 5 6 5 7
10 ,
3 3 3 4 4 5
5
7 7 8 8 10
4 6 5 7 6 8
3 4 4 5 5 6
11
5
9
6 —9-g---ll
11
4 5 5 6 6 8
11-1-31-4-4-
4 4 4 5
6
8-§---7-8--9--7-9 11
5 6 6 7 7 9
4 5 5 6
12'
5
7 7 8 $ 1
12�
4 6 5 7 6 8
12�
3 4 4 5 5 6
6
8 8 10 9 12
5 7 6 8 8 10
4 5 5 6 5 7
l3
r•
6
7 7 9 9 1
13
5 6 6 7 7 9
13
3 4 4 5 5 6
7
9 8 11 10 13
6 7 7 9 8 10
4 5 5 6 6 7
FOOTNOTE: 'SAMPLE'
FIGURE INDICATES
ATTACHEDFIGURE
+
\ONA`
INDICATES
FREESTANDING
(
ti0 I I A
FAN BEAM 09'-0' MAX SPAN)
r
HEADER
7CEILINGN4AND/:
T=.075' 2 Irr
OR LIGHT FIXTURE TYR
(MAX 30 lbs. )
FAN BEAM
ALUM. ALLOY 6063-T6
FAN BEAM FAN C
2112" 2 n'
I
#12 S.D.S. SCREW
#14 x 3 1n' S.D.S. SCREW
AT BEAM AT HANGER CHANNEL
ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL
DRAWN BY: E.N.
E.N.
TOM CAMPBELL A ASSOCIATES, INC.
LIVE LOAD• i
PATI ER Y M :
LAPMO ERI 0196
IREVISEDBY'
DATE: 1OC:
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENCi1NEfRINO
I
MINUMUM
REWIRED COLUMNS
' to, 20 a ]0 pal
NORIZ WIND
DURALUM PRODUCTS, INC.
6269 ALPINE AVE. BACRAMEN70. CA96626
RANCHO C)CAMONOA. CA (961) 741-2107
90, too A 110 MPH
(916)462-7021 FAx40Y1619 eMs�Oiro►mtwm
SHEET 6 OF 33
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
_ 2' X 6 1/2" RAFTER DBL. 2' x 6 1/2" RAFTER
r L.L.= T <'� 90 MPH 100 MPH 110 MPH LL.= T Y 90 MPH 100 MPH 110 MPH
r r rMAX (PSF) (IN.) °� gyp. B �(P.0 EXP. B EXP.0 EXP. 8 EXP.0 (PSF) (IN.) gyp, B EXP.0 EXP. BWES.P. B EXP.0
12'-0' 10'-r 10'-9• 9'-8" 9'-9• 8'$' 16'-10' 14'-10' 15'-2' 9' 12'-2'.03 024' 18• 14'$' 14'$' 14' 6' 14'$' 14' 6' 13'-1' 18• 19'-8' 19' 8• 19'$•9.8• 18'-4'OX .ORT a= .024 .024es .04r 9'-10• 8'-8• 6'-10• T-9• 8'-1'T-1• 13'-9• 1T-2• 12'x' • 10'-0'24' 11119 10-8'24' 18.1• 16•_1• 16'_1•6_1• 15,_1•16'-0' 14'-1' 14'-4' 12'$• 13'•1'11'-6' 22'•6' 19'-10' 20'3' 4" 18'-2"r ■ r RAFTER r ■ e W RAFTER DBL. r: a 1? RAFTERS 18• 18 6 18 6 18'$' 18'-6' 18'-6• 1 T$' 18• 26'-0' 26'-0' 26'-O'6'-0' 24'•r
ALUM. ALLOY 30044435 ALUM. ALLOY 200&HM ALUM. ALLOY 3OD4 438 10 .032 10 .032
OR EQUAL OR EQUAL OR EQUAL 24, 13'-1' 11'-r 11'-9• 10'•4" 10'-8' W-6" 24, 18'-4• 16'-3' 16'-r 14'-r 15'-1' 13'3'
*SEE NOTE BELOW 1A'SEE NOTE BELOW 15'-1" 15'-1' 15•_1• 15,_1• 15•_1• 143• 21'•2, 21'•2* 21'•2• 21•_2• 21'_2• 20'-1•
0'-10• 1e'-6• 1e'-9• 16'-r 1r -r 15'-r JL2 26'6• 23'-3• 24'-1' 2V-2*
3' x 8' RAFTER .042F24*
n,-2. 2Z-2. 22'-2' 2 21'-2• 042 16''-3' 3V -r 31'3' 31'-3' •10"
90 MPH 100 MPH 110MPH 1T-1' 15'-1' 15'x' 13'•7' 14'-0' 12'3• 24,' 21' 8' 19'-1' 191-8' 1T3'
(IN.) EXP, B %20--3-20--8-
P. B EXP.0 EXP. B EXP.0 18'-2•18'-2' 18'-2' 18'-2* 1 T 4• '-7• 25'-r 2S -r 2S -r 24' 4'
16" 23'•0• '-0' 18'-2• 18'-9• 16'-7' 18, 12'-0' 10'-r 10'-9' 9'-6• 9'-9' 8'-8" 16, ' 15'•2" 13'-4' 13'-9' 12'-r26'10''-10' 26'-10" 26'-10' 25'-1' 12'-0' 12'-0' 12-0' 12'-0' 12'-0' 11'r 3' 16'3' 16'3' 18 3' 15'-9'
10 �2 18'-9' 10• 14'-10' 15'4• 13'-r 024 9'-9" 81-8' 8'-10' T-9' 8'-1' 7'-1' 024 13'-4' 12'-2' 12'-4' 11'-0' 11'3" 10'-0"
24' 2 0' 22'-0' 22'-0' 20'$' 24' 9 9" 9' 9' 9' 9' 9'-9' 9'-9' 9'-0' 24• 13'x' 13' 4' 13' 4' 13'x' 13'-4• 1T-10
16' ' 8' 18'-2• 18'-9' 16'-7• 18, 153' 14'-1' 14'-4' 12'-8' 13'-1• 11'-0• 16,21' 6'19'-10• 20'-3' 1T-9• 16'-4' 16'-2-
22 -2•2'-2' 22'-2* 22'-2• 21'$' 15'-3' 15'3' 15'-3' 15'3' 15'-3' 14'-9' 21' 6• 21' 8' 21'$' 21' 6' 21' 6' 20--g-
20 •042 18'-2* 16'-7' 16'-10• 14'-10' 164' 13'-r 20 .032 14'-1• 11'-r 11'-8' 10'-4' 10'3' 9'-8' 20 .032 1T -r 16'3' 16'-r 14'-r 15'-1' 13'-3'
24' 18'-2" 18'-2* 18'-2' 18'-2' 18'-2' 1T -r 24' 12'-0' 12'-0' 12'$' 12'6' 12'$' 12'-1' 24" 1T -r 1T•r 1T•r 1T -r 1T•r 1T-0'
18" 19'•4' 19'-4' 19'A' 18'-2' 18'-9' 16'-r 16_ 18'-4• 18'4• 18'-4' 18'-7• 17'-1' 15-1" 18, 5'-10• 25'-10' 25'-10' 23'-3' 24'-1• 21'-2*
19'-4• 19'-4• 19'4' 19'x' 19 4' 18•-10• 18'x' 1B'4' 18'-4' 18'x' 18'4' 1T-9' 25'-10' 25'•10• 5'•10' 25'•10' T-10' 25'-1'
30 •�2 15'-10' 15'-10' 15'-10' 14'-10' 1S-4' 13'-r .042 15-1' 15'-1' 15'-1' 13'-r 14'-0' 12'-3' •042 21'-2' 21'•2' 21'-2' 19'-1' 19'-8' 1T-3'
24' 15'-10" 15'-10 15-10" 15'-10 15'-10' 1 '-0' 24• 15.1' 14'-r 24" 21'-2' 21'•2' 21'-2' 21'-2' 21'-2 206'
* NOTE: SINGLE RAFTERS SPACED 16' O.C. MAY AL 16' to -0• 10'$' 9'-6• 9.9' 8'•8" 16, 14'-2* 14'•2' 14'-r 13'-4• 13'-9' 12'-2*
32* O.C. WHEN DOUBLED AND SINGLE /�/ 24 10 $' 10' 6• 10'$' 10'-0• 10'-6' 10'-2' 024 14'-2' 14'-r 14'•2* 14'-2' 14'-2' 3'-10'
24" O.C. MAY Be USED AT 48' O.C. WHEN D �RAiF C 24, 8 •r 8 -r 6'•r 7'-9' 8'-1' T-1' 24, 11' 8' 11'-0' 11' 8' 11'-0' 11'3' 10' -0-
e' -r e' -r e' -r e' -r e' -r e'er• 11' 61 t r�• 11' 6• t r$• 11' 6• 1 rte•
FOOTNOTE: 'SAMPLE' 13'-3' 13'3• 13'3' 12'-8' 13'-1' 11'$' 42z'-r2z-r
'$' 181•8' 17'-W 18'-4• 16'•r
FIGURE INDICATES 4' 18' 13'-3' 13'3 13'-3' 1373 133• 13'-0• 18•18'$' 18'-8" 18' 8• 18' 8•
ATTACHED 03 10'-10' 10'-10" 10'-10' 10'-4' 10'-8• 9'-6'. 30 .032 '3' 15'-3" 14'-r 15'-1• 13'-3'
FIGO r T6Ep 379 8 24• 24•
FREE NCP. 01 10'-10' 10'-10' 0-10' 10'•10' 0'-10' 10 8' 15'3" 15 3• 15'3' 15'3• 1S-0'
16'-1• 16'-1" 16'-1' 16'-1' 18'-1' 15'-1' 22'-r 22'-r 22'•r 21'-2'
PROJECTION 16•18'-1' 16'•1• 16-1' 18'-1' 16'-1' 15'-0' 16••r 22'•r -r-0•O.H. SPAN 2 13'2• 13'-2' 13'•2' 13'-2" 13'-2' 12'3' •042 8'$' 18'$' 18'$' 18'$' 1T•24• 2'13'-2' 13'-2' 13'-2" 12'-9" 24'18 8' 18'$' 18'$'18'4'
RIBUTARY r TRIBUTARY -
WIDTH to SPAN . O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
TRIBUTARY
WIDTH
TABLE
LIVE LOAD
t0, 20 d 30 pd
44TIO COVER SYS
DURALUM PRODUCTS, INC.
- CLEAR SPAN
(FT.)
VD.TE
E
COMMERCLLL ANO RESIDENTIAL STRUCTURAL ENWNE'ERINO
RAFTER SPANS
WIND
O.H.
6 7 6
0
10 11
12
13
14 15
16
17
18
19
20 21
0
3 4 4
5
5 6
6
7
7 8
8
9
9
10
10 11
1'
4 5 5
6
6 7
7
8
8 9
9
10
10
11
11 12
2'
5 6 6
7
7 8
8
9
9 10
10
11
11
12
12 13
3'
- 7 7
8
8 9
9
10
10 11
11
12
12
13
13 14
4'
_ _ _
8
9 10
10
11
11 12
12
13
13
14
14 15
5'
_ _
_
_ 1 11
11 1
12
1 12 1 13
13
14
1 14 1
15
15 18
EN.
ROtz
TOM CAMPBELL d ASSOCIATES, INC.
LIVE LOAD
t0, 20 d 30 pd
44TIO COVER SYS
DURALUM PRODUCTS, INC.
IAPMO ERM 0195
VD.TE
E
COMMERCLLL ANO RESIDENTIAL STRUCTURAL ENWNE'ERINO
RAFTER SPANS
WIND
52E9 ALPINE AVE., SACWWENTO. CA 95525: j(qj6)452.Mj
RANCIRO q�µDND� G (951)741Q107
HHORM
FAx403m19 «I..Aau.an.mn
SHEET 7 OF 33
COLUMN/ POST TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 10' MAX. HEIGHT CC )= 10'
3.00" SQ.
3.00"SQ. 2 • #10 SMS 3.00" SQ.
.0 2 SIDW o.c.
EA. E �
8.5' 3.
O
.14"R
032' TYP. .048 -STEEL
O5/8' PLASTIC PLUG .28" O O
3" SQ. ALUM. POST 3" SQ. ALUM. POSTUM. ALLUY I MAG POST /
WITH SIDE PLATES OD 3" S .STEEL POST 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H. ALUM. ALLOY 3004-H38 ; ALUM. ALLOY 8063.76
ALUM. ALLOY 3.00° OR
6063-T6 .;*`` 2.40"—.ir
1.375"
75"
1.60"
1.5 .090" TYP.
INSTALL 1 ' z 1 ' z 6• HOG
WASHER PLATE AT ANCHORS
FOR 110 MPH
ALUM "T" BRACKET
rl - Ns UY
4 =
* ~ No. C37948
\.n EXP.0=1/1''/
q 7/16.0 HOI
FOR 3/8' 6
ASTM GRADE 36 STEEL
INSTALL 1 ' z 1 ' z J6• HDG
WASHER PLATE AT ANCHORS
.157:
TYP.
E R
POST ONLY
% 2- 5/16'0
STEEL "T" BRACKET
T
=4'SOxt=.
Lct
ASTM A500 GRAD
I
2 FLANGES
2 1/8' APART
i
BASE FLARES
TO 3'WIDE EA.
SIDE OF FLANGES
1-7/16.0 HOLE
8 2-3/8' HOLES
TYP. EA SIDE
ALUM. ALLOY
6063 -TB
"H" BRACKET
(4) -SDS 25412
#14 SDS,
3 PER SIDE
3"x 8" ALUM. RAFT, BRACKET
3" x 8" ALUM. HEADER
HEADER BRACKET 07
B
DRAWN BY: E.N.
DATE: 10)01112012
TOM CAMPBELL 8 ASSOCIATES, INC.
COLUMN/
LIVE LOAD •PATIOCOVERSYSTEMAS
70.2060 pd '
:
DLIRALUM PRODUCTS, INC.
VPMO ER10195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
PST TYPES
NII00 1
8280 ALPINE AVE, SACRAMENTO. G 80626
REVISED BY:
RANCHO CUCAyp� G (051) 741.1107
90. lw
(016)442-1021 FAX4031S10 Wm®Eunl�xnmm
SHEET 8 OF 33
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-1436 1' WALL EASTENE
RS ole —t� 2.740"
0605 1114 SDS --}
.iia' ® B' O.C. 1 I
"i -� .281'
c $ WALL
" vi FASTENERS ALUMALLOY
SEE TABLE 6063-T6
1.T5" O O
ROLLFORMED HANGER EXTRUDED HANGER CHANNEL
WHERE ALLOWABLE
A34 FRAMING ANGLE
SEE TABLE PROJECTION EXCEEDS 16',
ALU�T6 Y
ADD A34 FRAMING ANGLE
FASTENERS, SEE TABLE
EA SIDE OF RAFTER (2 PER
R.F. OR EXT. HANGER
RAFTER TO BLK'G)
CHANNEL, 2X OR 3X
1
A B B C D 0 E E F
RAFTER BRACKET. -�
A B 8 C D D E E F
110
JM. PANEL 2X OR -
3x ALUM. RAFTER 11
FASCIA BOARD EXIST. EAVES, RAFTER
ALLOWABLE PROJ. EXISTING EAV
SEE TABLE BELOW OVERHANG
(24' MAX.)
EXISTING EAVE CONNECTION O
614 SMS 0 PANEL
LOCKS OR 88 SMS
AT E.A. CONTACT
CONTINUOUS A- RAIL
ROOF PANEL (WHERE OCCURS)
ALU3-TBOY
I/4 SMS ®EA CONTACT
WALL CONNECTION 1O
T=.060' J w
g
WALL FASTENERS
SEE TABLE
SEE PAGE 33 FOR
ALU�T6 Y
APPROVED ROOF PANEL
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
I.R. HANGER OC
WIND SPEED (MPH) AND EXPOSURE
90, C 100, C 110, C
LL=10 LL=20 LL=30 LL -10 LL=20 LL -30 LL -10 LL -20 LL=30
1
EXIST. RAFTER
HANGER I RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WINO
AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN
16' O.C. CELL AT FASTENER) OR CONC.
WIND SPEED (MPH) AND EXPOSURE
90, C 100, C 110, C
LL=10 LL=20 LL=30 LL -10 LL=20 LL -30 LL -10 LL -20 LL=30
90
A B B C D 0 E E F
100
A B 8 C D D E E F
110
A B B C D D E E F
A
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
cc
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER, 24' O.C. MAX.
W4x1 3/4'
B=SDS25412 WIA34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.'
Z0
W
C=SDS25412 AT EACH STUD, 16' O.C. MAX.
Kle
'N�
D=3/8'0 x 4' LAG SCREW AT EACH STUD
'E=3/8'0 x 1 1/8' AT 18' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
24.O.C.
'F=3/8'0 x 1 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
28'-0'
•HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1
EXIST. RAFTER
o "
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
WIND SPEED (MPH) AND EXPOSURE
90, C 100, C 110, C
2' x 4'
FULL
24.O.C.
18'
19'-2'
15'-3"
12'-4'
24' 12'-8' 9'-10'
A
2' x 6'26'-0'
NOTCHED
24' DC
18"
W4x1 3/4'
22'-2'
18'-1'
24' 18'-8' 14'-9"
11'-10'
2'x6' FULL OR18,
25X8' NOTCHED
24.O.C.
28'-0'
28'-0'
28'-0'
24' 18'-0' 22'-9'
18'7
25X8' FULL OR
2"x10' NOTCHED
24. O.C.118*
NOTE; BRAN
26'-O'
26'-0'
26'-0'
24' 26'-D" 26'-0'
24'-4'
NOTE:
(A) MAXIMUM ALLOWABLE DECK I RAFTER SPAN AT 110 MPH, EXPOSURE B
IS 10'-7'. (E) 2x4 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH,
EXPOSURE C WIND LOADS.,
1. EXISTING ROOF OVERHANG DESIGN LOADS:
RDL - 3 psf (MIN) TO 8 psf (MAX) RLL - 20 6 30 psf
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 psi.
3. ALLOWABLE DECK I RAFTER SPANS ARE BASED ON RLL = 10, 20, 8 30 psf
No. C3794
XP. 031311
8'
1D# L.L.=(2)14 SMS EA SIDE
o "
1 1R' 2=301P_L.=(2)114 SMS EA. SIDE
o
U -BRACKET
EXISTING WOOD STUD FRAMING
EAVE LENGTH
1 114'
_ 'OR 1 10
NOTE: PROVIDE WATER
PROTECTKx4 METAL FLASHING
I 2x 6 1r OR
3' x 8' ALUM.
CAULK JOINTS AND SLOPE
r— TO DRAIN
S MIN.
I RAFTERT
TYPICAL BRACKET AT EVERY 2x
43/4'OR1'
I
I
FOR SPAN SEE ALLOWABLE
TOM CAMPBELL b ASSOCIATES INC.
HANGER CHANNEL
DECWRAFTER SPAN TABLE
EXISTING WOOD STUD FRAMING
EAVE LENGTH
IAPMO ERO D108
SCALE: NONE
'L"
M OR M LEWDER
110RLL WIND "
2 EACH 1/4'0 x 3.1/1' LAG SCREWS LLr/0 pd
2 EACH 7/18'0 x 3.12' LAG SCREWS LL -20 AND 30 W
RANCHO CUCAMONGA, CA (081) 741-2107
(3)4 44 lfr W.B.
W4x1 3/4'
(2' MIN. PENETRATION INTO EXISTING
SHEET 8 OF 33
PATIO COVER
WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING
NOTE; BRAN
SEE FOR ATTACHMENT NOTE. PLACE'SIKA FLEX' OR SOALAR
MAY BE MOUNTED
® MATERIAL BETWEEN BRACKET
AND COMP.
BELOW RAFTER Wl
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL
SAME CONNECTION'S.
WALL CONNECTION O
40 BRACKET
CONNECTION
DRAWN BY: E.N.
DATE. 10M 2011
TOM CAMPBELL b ASSOCIATES INC.
HANGER CHANNEL
LIVE LOAD +
20 8 30 pd
. B :
ATIODURALUM PRODUCT M INC.
IAPMO ERO D108
SCALE: NONE
COMMERCIAL AND RE5IDENTVLL STRUCTURAL ENdNEERiNO
ND BRACKET10,
110RLL WIND "
8) ALPINE AVE. SACRAMENTO, CA 00818
116)452-7021
REV,BY:
RANCHO CUCAMONGA, CA (081) 741-2107
TTM
00, 100 6 110 MFM
FAX IOY1010 MMOdu�Mrm.Oom
SHEET 8 OF 33
t
SO. /B• DEEP
'CUBE FTG.
i
18' SO.
12•
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
J,1 .
21' SQ.
12'
ALUM.TBRAqKEr USE WITH
POST TYPE B,C D. OR E.
_ _ - _
-
1
STEEL POSTTIONLY:
24•
2B' SQ.
T BRACKET
3 -SO. POST W/
I
ry US
'
USE POST TYPE
F, G. H. J OR K
(3}48'0 BOLTS
FOR POST TYPE J �►�
35' SQ.
3'SO. POST (2}412 SMS EA
SIDE Of POST OR
lVATH K
P SR�
3,30. POST ALUM.TBRAL�T:
USE (2 �y6�0 Han
KWtK BOLTS OR EQUAL
38' SQ.
,
4 '
43' SQ.
1/4' M.B. THROUGH
34•
tl2 DEPTH OF
32'
(2}ta BOLTS
OTHER
16'INSERT
POST
E ��3 USE KWIC
FOOTING OR `
3r
CONDITIONS 4 5'
x .188'
(2 1/4*0 POWERS WEDGE-
BELOW12'
Ba OR E�
MIN. EMBO. I
41*
44•
ASTM A36
TS+ OR EQUAL, EACH
2 %' EMBEDMENT DEPTH
FOR KWIK BOLTS)
.... I .,
STEEL
BRACKEIT TO SLAB.
:� I ?
SC
r.o.c.
MINIMUM DISTANCE TO
I •'!
al
EDGE OF SLAB - 4' OR
;_
W -
TO CRACK ■ 10'
d
: �.
w 9
ASTM A572 STEEL
(1 MIN. EMBEDMENT)
'•• •.
S a
DE ITH I
3//B
SLAB SHALL BE IN.
''/ • '. GOOD CONDITION
POUREDCDNCRETE
FOOTING SEE NOTE
LONG, 1'
FROM END
OF POST > ' •
w
o m I
3• SO. POST (STL) -
FOR S� 2 OR FLUTED
3 1/2' MIN. SEE FoonNO vwmu SQUARE. SEE FTG. OR 4' SQ. POST (STL.)
SCHEDUL SCHEDULE IN BEAM INSERT
BEAM SPAN TABLE QUARE—
F,OOTIN_G - SPAN TABLE I L. K.
�. SQUARE POST EMBED. i
EXISTING SLAB 7 3' SQ. POSTS TO CONC. FOOTING 8 INTO FOOTING 9 1 1/2' - 1 1n•
ATTACHED
ALTERNATE FTG.
CUBE SIZE
SO. /B• DEEP
'CUBE FTG.
18'
18' SO.
12•
20'
21' SQ.
12'
22•
25' SO.
16•
24•
2B' SQ.
20'
26'
32' SO.
23'
2e•
35' SQ.
25'
30'
38' SQ.
28'
3r
43' SQ.
30'
34•
47• SQ.
32'
W.
51• SQ.
34-
3W_
55• SQ.
3r
40'
60' SQ.
39'
42'
64' SQ.
41*
44•
69' SQ.
+�•
'CUBE FOOTING W/ 4• SUB
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
FOOTING SIZE
Bolls
EMBED.
23' 6 24' CUBED
(2),I?0
3 1/4•
25'-30'CUBED
(4}I/rO
31/4'
31' - 34• CUBED
(4}5/8.0
4-
35' - 39' CUBED
(4)34'0
4 314'
40' - 42' CUBED
(4),/4'0
4 314'
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
NOTES:
1. DO NOT USE ALUM. T
BRACKET WITH 3X6 BEAM
W/INSERT, MAG BEAM, 4' OR
7' I -BEAMS.
2. POST TYPE E
INSTALL WASHER PLATE,
2'XX*X5X*AT
STEEL T BRACKET,
3. POST TYPE F
DO NOT USE STEEL T
BRACKET W/7' I -SEAM.
i
WELDED STEEL BASE PLATE
ALTERNATE FREESTANDING FOOTING
PLATE SRE MAYBE USED WITH POST TYPE, SEE SHT. B
9'SQx5A9' 8,C,D,F,G,AH
FREESTANDING;
BASE PLATE ANCHOR
BASE PLATE
ANCHOR BOLTS (SIZE A TYPE)
9•x9'x 518'
(4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS
STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4' EMBEDMENT DEPTH)
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB81C ;
EXB&C
EXB&C
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
3'-4" SQ x
3'-6" SQ x
4'-0" SQ x
10' OR LESS
18 DEEP
18 DEEP
18 DEEP
20' OR LESS
4'-0" SQ x
4'-7" SQ x
5'-0" SQ x
'
18 DEEP
18 DEEP
18 DEEP
55�ONAL FH
kv& C37948 1f
ORAVVPI BY: E.N.
TOM CAMPBELL 6. ASSOCIATES, INC.
O
LIVE LOAD
PATI VER Y MPG. Y:
UPA40 ERN 0106
JREVLSEO
OAT£ 100IROI2
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
10,20650;;
DURALUM PRODUCTS, INC.
1(918)462-7021
SCALE: NONE
AND EMBEDMENT
MORA. WIND - I
6280 ALPINE AVE., SACiLAMENTD, CA 86626
'
BY:
RANCHO CUCAMONGA. CA (061) 741@107
90. 100 6 110 MPH
FAX 403.1519
SHEET 10 OF 33
HEADER BEAM TYPES & ATTACHMENT DETAILS
.61 • 1 G
2.00' , I 1 SPLICE WHERE —�
• 'I`rll
1.79" OCCURS
fv 2.5r
2.19'
2.08' 2.D4',
• —i- TYP.
.038' R.F. GUTTER 2.r —
FASCIA -ALUM. ALUM. ALLOY
ALLOY 3004-1138 O 6063-T6
6.5" ROLLFORMED 4.5" GUTTER
a'
I— X-1
WHERE SPLICE.
OCCURS 4" OCCURS-
-
TYP. .110"
TYP
ALUM. ALLOY
8083 -TB O
F
4" I -BEAM
r
.042"
1 O
ALUM. ALLOY 3004 -HM
OR EQUAL
�,.
3 x�8 BEAM W/ STL.,INSERT
ALUM. ALLOY
6063-T8
7" I -BEAM
SPLICE WHERE --
OCCURS
4.8•
2.a- Des
TYR
0=
ALUM.
OMAG. GUTTER
0
MAX. 3' B.
.042•
"-T
ALUM. ALLOY 30M�1J8
OR EQUAL
SPLICE WHERE
OCCURS
O I ALUM. ALLOY
6063-T8
NY Cq y"Gy
A� 2" e.s•
C37948
—.032"
042'
ALUM. ALLOY 3004 1136 OR EQUAL
J
2 x 6 RAFTER
3' 8'
1 MAX. I 3•
.o4r
ALUM. ALLOY 3004Mi8
OR EQUAL
OM I DBL. 3 x 8 BEAM ON
DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT
MAG BEAM
3.00" SQ.
ZR.
ASTM A653 GRADE 40
OE
3" SQ. STEEL BEAM
MAX.„J 2„
.032”
ALUM. ALLOY 3004-H36 OR EQUAL J
DBL. 2 x 6.5 BEAM
5'
T • 12 OR 14
7.8 5" ASTM AM GRADE SO
.825"
__i 2.875' F 7
3x8BEAM OO
STEELINSERT
3.0'
►— .042'
8.0"
U �
ALUM. ALLOY 3004 1138
OR EQUAL O
K
3x8BEAM
.375"
T • 0.12r
6. ALUM. ALLOY 0063-70
.375'
7" I -BEAM "C" OP
SPLICE / INSERT
DRAWN BY: E.N.TOM
DATE: 1001/012
CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD •PATIO
10, 20 8 30 vd
COVER SYSTEM AS MF .
DURALUM PRODUCTS, INC.
U1PM0 ERt 0195
SCALE: NONE
COMMERCIAL ANO RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
HOR2 t.MIA•
exp ALPINE AVE.. SACRAMENTO, CA 9501E
REVISED BY:
RANCHO CUCAMONOA• CA (951) 741-2107
90. 100 & 110 MPH
(915)452-M21 FAX 403.1519 =1004 9MKn.00m
SHEET 11 OF 33
1.00
Q Q D ���� .5\�`Y Cq�,y BEAM TO POST CONN.
SPOCEWHERE4' 2. 0" 4 Z 1
OCCURS 070• D o ( No. C37%8
TYP' 3/39/ 1112 METAL BACKED, !
NEOPRENE WASHERED
TEK SCREWS ® r O.C.
MAX. STAGGER IN BEAM .
ALUM. ALLOY FLANGE
6063•TB 16" I.
4" I-BEAM3-0' ROOFPAVVEL
MOMENT CSPLICE
i
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WN
OCCu1
ALUM.ALLOY
8063-T8
7" [-BEAM
MOMENT CSPLICE
DRAWN BY: E.N.
i
r
SPLICE
DETAILS 11
BEAM TO POST
DETAILS 12
SIMPLE SPLICE
FULL MOMENT
AT ALL COLUMNS .
10.20 8 m Hmm O
TO BRACKET
9'
(CENTER AT C.OLUMN).
24'
RANCHO CUCAMOWLk CA (9511 74 1-2 1 97
.57
3" 1 W
SHEET 12 OF 33
W/ 8514 TEKISCREWS
EQUALLY SPACED -
1' FROM ENDS.
(2)110 S.M.S.® EA.
BRACKET TO POST.
POST. SEE SCHEDULE
VALLEY, TYP.
9
(a Tof.
(e
II
TYP THICKNESS =.035'
N12 S.M.S.
(24 TOT
TYP. THICKN ISS =.035"
8.38'
{{
II
W
+ �� +
++ + + u + + ++dE
W
ALUM. ALLOY 3004-H38
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
'
IN ALTERNATE INTERIOR BAYS
AT ANY LOCATION EXCEPT AT END BAYS
I
NOTCH I -BEAM FLANGE
SPLICES - ROLLFORMED $ EXTRUDED FASCIAS
I-BEAMALUMALLOY
AS NEEDED TO CLEAR
(6061 •T8) ALTERNATE
SQ. POST,CONNECTI WEB
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
STL
TO POST W/ (2) - 5/8' 0
3�
TOTAL= (B}112"0 BOLTS
SQ. POSTJ
1
AND (3) • SAB' 0 THRU BOLTS
TND (3) - M' 0 4' U BOL
NAL Z-
@ r I-BEms I
1.00
Q Q D ���� .5\�`Y Cq�,y BEAM TO POST CONN.
SPOCEWHERE4' 2. 0" 4 Z 1
OCCURS 070• D o ( No. C37%8
TYP' 3/39/ 1112 METAL BACKED, !
NEOPRENE WASHERED
TEK SCREWS ® r O.C.
MAX. STAGGER IN BEAM .
ALUM. ALLOY FLANGE
6063•TB 16" I.
4" I-BEAM3-0' ROOFPAVVEL
MOMENT CSPLICE
i
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12" SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
SPLICE WN
OCCu1
ALUM.ALLOY
8063-T8
7" [-BEAM
MOMENT CSPLICE
DRAWN BY: E.N.
4'It3' ALUM. '1' SM. OR
LIVE LOAD .
rk4' ALUM. '1" SM.
'
AT r 1 -BEAM:
ADD'C" SPLICE X 118' LONG
(4}114'0 M.B. BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AT ALL COLUMNS .
10.20 8 m Hmm O
TO BRACKET
(CENTER AT C.OLUMN).
BY:
RANCHO CUCAMOWLk CA (9511 74 1-2 1 97
SECURE TOI-BEAM
FA7(4OS1319 plet@durWm.00m
SHEET 12 OF 33
W/ 8514 TEKISCREWS
EQUALLY SPACED -
1' FROM ENDS.
2.3/8.0 M.B. THRU STL. T
BRACKET TO POST.
POST. SEE SCHEDULE
!ALTERNATE BEAM TO POST CONN.
DRAWN BY: E.N.
TOM CAMPBELL 6 ASSOCIATES, INC.
LIVE LOAD .
A M MFG. BY:
'
UiP1A0 ERAI 0193
DATE: 1001/!012
SCALE: NONE
SCALE::
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SERE
SPLICE DETAILI3
10.20 8 m Hmm O
DURAL IN PRODUCTS, INC.
(368 ALPINE AVE. SACRAMENTO, CA 96828
i(916),452-n2l
BY:
RANCHO CUCAMOWLk CA (9511 74 1-2 1 97
' 90 ,,. 00 6 O MPHR
FA7(4OS1319 plet@durWm.00m
SHEET 12 OF 33
OPTIONAL DECORATIVE FASCIA
( WOOD. ALUM, OR HARDBDRO )
�. 4.014 x 1R' S.M.S. EACH SIDE OF 3'
SO. POST (11 -TOTAL)
ALTERNATE: 1/4'0 BOLT W/ WASHER
Ell SIDE OF 3' So. POST
_3�
21S J' SQ. POST
4-014 x 1R' S.M.S. EACH SIDE OF 3'
SO. POST (8 TOTAL
ALTERNATE: 0 LT WI WASHER
EA SIDE OF 3' SO. POST
OR 23' SO. POST
1'-0"
GUTTER FASCIA
2'-0"
6 - #14 SDS
MAG BEAM
3"SQ. STL, BEAM
3' SO. POST
1
CALE: NONE
COMMERCIAL AND RESIDENTIILL STRl1CTURAL ET1dNEERWO
ATTACHMENT
ALUM. ALLOY 3105-H25
-268 ALPINE AVE.. SACRAMENTO. CA 8a82aEVISED
1y 51 - 1.50"
.28" 2""
L �'
BY:
I
098"
(810) 4-2.7021 FAx 400-ta18 aMr�lr"Am.00m
SHEET 13 OF 33
V J2
1 1/2" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-1-125
.28" 3"
P1
2"x3" LATTICE TUBE
BEAM TO POST CONNECTION DETAILS
. x 8" x .042" BEAM,
" SQ. STEEL OR
IAG BEAM.
90 MPH - USE
(4)-#14 SDS @ EA- SIDE
TOP & BOTT. TOT.=16
®100&110 MPH - USE
(6)-#14 SDS @ EA. SIDE
TOP & BOTT. TOT.=24
X 3" ALUM. OR
TEEL POST
H - BRACKET TO POST
#8 x 2 'SMS, 2112"
I 1/r so., r SQ.,
OR 2'x3' LATTICE
® 3" O.C. MIN.
"^ TO 8'O.C. MAX.
LATTICE TUBE TO RAFTER 17
V FASTENERS
1'-0"
4 - #14 SDS
2'-0"
6 - #14 SDS
T-0"
12 - #14 SDS
FASTENER SPACING = 314'
014 x 11r S.M.S. TOP
8 BOTT. (2}TOT.
ROOF PANEL
ROLLFORMED OR
EXTRUDED GITTTER
#14 S.M.S. ®12'0.C.
FASCIA
61 /2125x.24
RAFTER
exON LL ,c, .
TO FASCIA - SEE TABLE
ER TO RAFTER TAILS - SEE TABLE
%C=I— OPTIONAL LATTICE TUBES
jGROUP FASTENER B
ALUM. BRACKET X
Fmmm�
RAFTER "TAIL" TO GUTTER 15
4"- -- -7i
o.off FA
Z
No. C37M
P. 03131)
1 1/2"
r (4) - #14 x 3/4' TEK SCREWS
I BRACKET TO RAFTER
1
t = .040" Cao 6063-T6
(4) - #14 x 3/4" TEK SCREWS OR (6) #10 x 3/4" TEK SCREWS
BRACKET TO BEAM
18
"U" BRACKET - RAFTER TO BEAM
BY: EA
E:1000112012
TOM CAMPBELL 8 ASSOCIATES. INC.
ToPost10.20
LIVE LOAD "
a 3o p"t
PATIOMF Y:
DURALUM PRODUCTS, INC.IAPMO
JDRTAWN
ER0 0186
CALE: NONE
COMMERCIAL AND RESIDENTIILL STRl1CTURAL ET1dNEERWO
ATTACHMENT
HORIZ WIND •
-268 ALPINE AVE.. SACRAMENTO. CA 8a82aEVISED
BY:
RANCHO CUCJAAIONOA CA (861) 741.2107
80. too a 110 MPH
(810) 4-2.7021 FAx 400-ta18 aMr�lr"Am.00m
SHEET 13 OF 33
DOUBLE RAFTER CONNECTION DETAILS BEAM TO POST CONNECTION
/BEAM SPLICE TO
1/ OCCUR DIRECTLY OVER 5/8' 0 PLASTIC
HERE
1 112.OR 2'LATT*rALTERNATE:
S.M.S. 8 SCREWS I ST. NOT PERMITTED SCREW SPLUG VINSIDE
2 POST UNITS ,
ALTERNATE 1R'DOUBLE RAFTS S` NAt' FN PER SIDE I
BOLT CONNECTIOPLAN 2 �(`� Y ^. G/A i� #14 SMS BE USE AS
� #14 S.M.s. �.O� 3.5' 3.5'ALTERNATE TO
AFTER TO O 1/4Yd BOLTS
ONNECT. . S
>- No C37948 * 6" 8" BEAM
r . 03/3l/ �� a OR [ ' I
41 ° 1 SEE NOTES01
_ _ 1
3'x 3"STL.POST (24')
INSERT ATTACHED OR
3'x 3'STL.POST COLUMN
FOR FREESTANDING
° ALTERNATE:
(2}- x8.5' OR
(2}3'x8"HEADER
(2}t/2 -BOLT
2'x 8.5' SIDEPLATE
DBL. RAFTER / DBL. HEADER CONN. 1
#8 S.M.S. EACH SIDE
i— LATTICE 1 1/2' OR 2'
2'x8.5' OR 3'x8' RAFTER
ALTERNATE: 1/2* BOLT
ALTERNATE:
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
ALTERNATE:
(2} 2x8.5' OR (2}3'x8' HEADER
ALTERNATE:
3'x3'x0.024" (1) -1/2" BOLT OR
CONNECTOR (2y#14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
BELOW I I 6 1/2' SIDEPLATE EA.
SIDE SEE POST SCHED.
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 6 1/2" X*
: 3' SQ. x.032" + (2}2" x 6 1/2"x :032"
W/'(6W4 S.M.S. EACH SIDE. 2 W/ (8)-#14 S.M.S. EACH SIDE.
USE ON CONC. SLAB ONLY i USE ON CONC. SLAB OR FOOTING.
EXISTING
SHEATHING 2'x6VX0.024' I
DBL: 3X8'X.042 BEAM
ALUMINUM MEMBER WIT
i OR DBL. 2'X8.5"X.032" BEAM
j WOOD FILL OR
<3 2k6' NOMINAL LEDGER
LAPMO ERI 0195
(NEW OR EXISTING) i
O
W
O DI
DURALUM PRODUCTS, INC.
0
I
(2) SIMPSON SOS25600
I
RANCHO CUCAMONGA. CA (961)741-2107
5/8' 0 ACCESS HOLES
j
INSTALL 6 - #14 X X"
SHEET 14 OF 33
LONG SDS ®'EACH
3' SO. POST
HEADER TO COLUMN
1K
STING
TUCCO OR EQUAL I
(12 FASTENERS PER
CONNECTION)
2.5' PENS. IWOOD STUD '
EXIST. STUCCO / LEDGER
DOUBLE HEADER TO
ATTACHMENT DETAIL 22
COLUMN DETAIL 23
ORANTI BY. E.N.
TOM CAMPBELL 8 ASSOCIATES. INC.
LIVE LOAD •
LAPMO ERI 0195
DATE: 10001/2012
COMMERCIAL AND R£810ENT1AL STRUCTURAL ENGINEERNO
UTfICE
10.20 A m pd i
DURALUM PRODUCTS, INC.
,
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA. CA (961)741-2107
CONNECix7NS
NORM NAND • I
90.10C Q 110 MPN
82Q9 AU2WE AVE.. SACRAMENTO, CA 96128
(916)462-7021 FAX ub�@durWaoom
SHEET 14 OF 33
�o
�;
2"X6.5"X0.024" SIDE PLATES
POST 10
90 MPH
MINIMUM NUMBER OF REQUIRED COLUMNS
110 MPH
EXP. B
EXP. C
FOR ATTACHED COVERS
EXP. C
EXP. B
EXP. C
5'
2
2
2
3
3
3
6'
2
3
3
3
3
4
7'
3
3
3
4
4
4
8'
3
4
3•
4
4
5
9'
3
4
4
5
4
6
10'
3
4
4
5
5
6
11'
4
5
4
6
5
7
12'
4
5
5
6
6
7
13'
4
5
5
7
6
8
NOTE:
MINIMUM
NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 8
SEE
SHEET 8 FOR POST TYPES
NAL
FN
Am FA
s
No. C37948 #
1 d�
DRAWN BY: E.N.
DATE: tOrOt/IDt2
TOM CAMPBELL d ASSOCIATES, INC.
MINUMUM
LIVE��'
to, 20 a 70 psf
COVER syuTEM AS •
DURALUM PRODUCTS, INC.
IAPMO EW 01�
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
REQUIRED COLUMNS
HOR2 WIND �
8MALPINE AVE., SACRAMENTO, CA asses
1(916)452-7MI
REVISED Sr:
RANCHO cucu+DNGA, CA fes11 741-2107e0,
Im a I to MPN
FAX403-1519
�o
�;
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
5'
2
2
2
3
3
3
6'
2
3
3
3
3
4
7'
3
3
3
4
4
4
8'
3
4
3•
4
4
5
9'
3
4
4
5
4
6
10'
3
4
4
5
5
6
11'
4
5
4
6
5
7
12'
4
5
5
6
6
7
13'
4
5
5
7
6
8
o
m �
�
2"X6.5"X0.032" SIDE PLATES
POST 02
90 MPH"
100"MPH
110 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
5'
2
2
2
2
2
2
6'
2
2
2
2
2
3
7'
2
2
2
3
2
3
8'
2
2
2
3
3
3
9'
2
3
3
3
3
4
10'
2
3
3
3
3
4
11'
3
3
3
4
4
4
12'
3
3
3
4
4
5
13'
3
4
3
4
4
5
.rr@a�r.�maam
SHEET 15 OF 33
I vrr L.. L_ I vv IVIF- I I - n I I nvr
IwyyL-Iy vv v r=UN-0 I I c WIC L.I_v%j L-1%1 , u u v
6-8
SOLID
POST SPACING TABLE
6.5" ROLLFORM I
4" I -BEAM
SOLID COVERS
4.5"/ MAG GUTTER
5'
3" SQ. STEEL BEAM
7"I -BEAM
'
13'-1" 30 H
MAG BEAM
10'-T 30 H
12'-0' 31 I
12'-2' 29 G
12'-3' 31
12'-0' 29 G
6,
10'-4" 28 G
J -Y29
MAX.POST
SPACING
FTG
MIN.
FTG.
MIN.
POST
MAX POST
SPACING
FTG
MIN.
FfG
MIN.
POST
MAX•POST
SPACING
FTG.
MIN.
FTG.
MIN.
MAX POST
SPA
FTG.
MIN.
FTG.
MIN.
MAX POST
'PACING
FTG.
MIN.
FTG.
MIN.
POST
5
MAX COL
8'-2' 28 G
SPAONSCING LAB*
(SPAN)
(IN.)
T,PE
(IN.)
TYPE
(SPAN)
(IN,)
TYPE
(IN.)
TYPE
(SPAN)
PN')
TYPPOSE
(IN')
TYPE
(SPANPOST
)
(IN.)
TYPE
(IN.)
TYPE
(SPAN)
(IN.)
�E
(IN.)
TYPE
5'
13'-7'
10'-0"
t MAY BE REDUCED C EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
24
B
12'-0'
25
B
11'-6'
25
B
9'-0'
23
B
20'-9"
30
B
25
10'-T
26
10'-1'
26
8'-3' I
24
18'4'
32
6'
11'-4"
9'-1"
25
B
11'-0"
26
B
10'-6"
26
B
8'-6"
24
B
19'-0"
31
B
B'-1'
26
9'-8'
27
9'-3"
27
7'-9",
25
18'-9"
33
7'
9'-8"
8'•6"
25
B
10'-2"
27
B
9'-8'
26
B
8'-1'
25
B
17'-8"
32
B
7'-6'
28
9' 0-
28
8'-T'
28
T-2'
28
15'-7'
34
8'
8'-6"
T-10"
26
B
9'-7'
27
B
9'-1'
27
B
T -T
25
B
16'-6"
33
C
T'-0"
27
8'-6'
29
8'-1'
28
6'-9'
27
14'-7'
34
9'
7'-7"
7'-0'
26
B
9'-0"
28
B
6'-7'
28
B
T-2"
26
B
15'-7'
34
C
8'-7'
27
8'-0'
29
7'-7'
29
6-4-1
27
13'-9'
35
10'
6'-9"
27
B
8'-T
29
B
8'-2'
28
B
6'-10"
27
B
14'-9"
34
C
6'-3'
28
T-7"
30
T-2"
29
6'-1"i
28
13'.1'
36
11'
6'-2"
6'-9"
27
B
8'-2"
29
B
T-9'
'-10'
29
B
6'-7"
27
B
14'-1"
35
C
6'-0'
28
T-3"
30
30
5'-9"
28
12'-6'
36
12'
3-'-8"
6'-6"
2E
B
7'-10"
29
B
T-8"
29
B
6'-3"
27
B
13'-7'
35
C
5'-9'
29
7'-0'
31
6'-7"
30
5'-7'
29
12'-0'
37
13'
S'-2"
6'-3'
"
28
29
B
T-7'
30
31
B
T-2'
6'-4'
29
o�
B
6'-1'
c. w.
28
7n
B
13'-0"
36
C
5-i
DRAWN Bv: E.N.
6-8
SOLID
POST SPACING TABLE
10# L.L. 100
MPH - FREESTANDING
SOLID COVERS
NPMO ER+/ 0106
5'
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
11'A" 29 G
12'-9" 30 H
13'-1" 30 H
10'-T 30 H
12'-0' 31 I
12'-2' 29 G
12'-3' 31
12'-0' 29 G
6,
10'-4" 28 G
J -Y29
SMEET 18 OF 33
9'-8'
11'-4" 31 H
11'-3" 29 G
11'-2' 31 F
11'-2' 29 G
7,
9'-8" 28 G
9'-0' 29
10'-6' 30 H
10'-7" 28
G
10'-4' 30 1
10'-6" 28
G
8
9'-1" 27
G
8'-6" 28
9'-5" 29
9'-8" 27
G
9'-9" 30
9'-10' 28
G
g,
8'-7" 27
G
8'-0' 29
8'-11 29
9'-0" 28 G
9'-2' 29
9'-4' 28
G
10'
8'-2' 28 G
7'-7" 30
8'-2" 30
8'-8' 29 G
8'-9" 30
9'-0" 29 G
11'
T-9' 29 G
7'-3' 30 H
T-9' 30 H
8'-0" 29 G
8'-0" 30 F
8'-7'
12'
7'-0" 29 G
T-0" 31 H
7'-5' 31 H
7'-8' 30 G
8'-0"
8'-3"
JOG
13'
7'-2. 30 G
6'-8' 32 I
6'-11' 32 I
7'-B"
NOTE:
FOOTING SHOWN REPRESENTS
LENGTH OF? r THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SI B.. • THE SMALLER OF THE MAXIMUM SPACING SHOWN M THIS
I
( WHERE SLAB OCCURS, CUBED FOOTING SIZE_ COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
t MAY BE REDUCED C EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
SEE ALTERNATE FOOTING TABLES v�
INT. 10 FOR ATTACHED 6 FREESTANDING COVERS
G
G
G
G
G
G
3
6'-6" i F l 11'-10" 32
i
FOOTN(((OTT'E���'SAMPIE'
FIGURE INDICATES EXPOSURE
lr�1 FIGURE INDICATES
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C.
;m,
1//.5'
DRAWN Bv: E.N.
TOM CAMPBELL 6 ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
NPMO ER+/ 0106
DATE: tGg1!lOi2
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10.20 a 50 pd
I
1
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY:
RANCHO cucAnlorxl^ CA ry5ry 741-2`107
100 • LL 9D MPH
HORS WIND •
00,100 A 110 MPH
ilW ALPINE AVE.. SACTUMENTO, CA 06625
16 462-7021 FAX 403-1510 m,,,
SMEET 18 OF 33
1//.5'
10# L.L. 100 MPH - ATTACHED SOLID
5 -4
5'-6"
12' 4'-11"
COVERS 12' OR LESS EXP. B
8L C
>
LIVE LOAD"
10.10 a 30 prf
DBL. 2"x6.5"x.032" BEAM /
� " 3"x8"
DBL. 3 x8 x.042 BEAM 3x8
BEAM w/INSERT
SCALE: NONE
DBL. 3"x8" BEAM
>
WIND -
a20(916 ALPINE AVE.. SACRAMENTO 96eie
3"x8" BEAM
REVISED W.
RANCHO CUCAMONGA. CA (9611741-2107
EACH w/ A 3"x8" STL. INSERT
o,1oQ
90,100 a 1 w MPH
MAX.POST MAX.POST
SPACING SPACING
FTG.
FTG.
P 8E
MAX.POST
SPACING
p�
MAX.POST
SSPANG
POS
I
MAXPOST
FTG.
F
MIN
_C
R
MAX.COL.
SPACING
-!R
3
,-
ON SLAB *
FOR DBL FOR 3- z S'
IN.)
OS
(IN.
(NG
ING POST
TYPE
(NG
TYPE
(IN.)
POSTTYPE
(SPANG
N.
POSMINTYP
(ING
PTpE
2�L8.6'x.032 BEAM
5
13'-7 "
8'-10' 10'-2"
'
22
B
14'-8"
31 H 19'-0"
29
B
26'-8'
33
C
5'
T-10" 9'-0"
23
13' 8'
32 I 16'-8'
31
23' 6"
34
6'
11'-4"
8'-2' 9'-3"
23
B
13'-4'
30 H 17'-3"
ff-31
30
B
24'-4"
34
C
6,
7'-2" 8'-2"
24
12'-6'
1 15'3'
32
21'-6'
35
7
"
9'-8-
'r 7' 8'-7'
24
B
12'-0"
29 G 16'-1"
31
B
22'-7"
35
C
,
7
6 _8" 7'-7'
25
11'-7"
31 H 14'-2"
33
19'-10"
36
8'
8'-6"
T-1" 8'-1"
24
B
11'-8"
29 G 15'-1"
32
B
21'-2"
36
B
8'
6-3" T-1"
25
10'-6"
30 H 13'-3'
33
181-8"
37
E
9'
7'-7"
6'-8" 7'-7"
25
B
11'-0"
29 14'-2"
G
33
B
20'-0"
36
E
9'
s'-0" s' -s"
2s
s'-10
30 12' 6"
34
1 r-7"
36
10'
6'-9"
6-4' 7'-3"
25
B
10'-1"
28 G 13'-8"
33
C
19'-0"
37
E
10'
5'-8' 6'-4"
26
9'-5'
30 11'-10
35
16'-8"
39
11
6-2'
6'-1" 6'-10'
25
B
9'-7"
29 G 12'-1
34
C
18'-1"
38
F
,
11
5'-4" 6'-1"
27
8'-11"
30 H 11'3"
35
16'-0"
39
12'
S'-8"
5'10' - 6'-85'-10"
2 27
B
9'-2"
29
C
17' S'-3"
3 40
F
12'
5,_2"
8'-6"
1 0'-10'
36
13'
S'-2"
5-8"5-0" 6--4-
26
2 28
B
8'-10T-11"
qH1
3 g2 '-100.6"
3 36
c
16'-84_r
39
F
13'
10#
L.L. 100 MPH - FREESTANDING SOLID COVERS
12' OR
LESS EXP. B
8L C
5'
9-9" 9'-7" 29 G
16'-3"
31
G
24'-0" 35
30'-8'
37 J
5'
e'-10 -10" 30 H
15'-0"
1'-1" 36
28'-7"
39 K
6'
8'-9" 28 G
14'-10"
30
G
22'-0" 34
J
28'-0"
38 J
6'
7'-s" T-10 29 G
13'-6"
19'-3' 35
28'-1'
38 K
T-8' T-10" 27 G
13'-8"
30
G
20'-4" 34
J
26'-0"
36
J
,
7
T-2' 7'-0" 28 G
12' 8"
T-10 35
24'-2"
37
8'
T3- 7'-3" 28 G
12'-1
29
G
19'-1" 33
J
24'-3"
35
J
8,
6'�" 6' s" 2s G
11'-10"
s'-8' 32
2'-10"
3s
9
6'-7" 6'-8" 28 G
12'-1'
29
G
18'-0' 32
J
22'-1 "
35
J
9'
6'-1" 5'-11 30 H
11'-2"
15'-9" 33
20'-7"
36
10
6'-3" 29 G
11'-6"
28
G
1 r-1' 32 I
21'-0"
34 J
,
10
5'-7' S'-7" 31 H
10'-7'
5'-0" 33 J
19'-T
35 I
11'
5'-9" 5'-9"- - 30 ^ H10'-11"
;;–I—
"
28
G
16-3" 32 ^ I
20'-0
33
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED a FREESTANDING COVERS
10'-6" 5'7"
J 9'-8" 29 G 13'-8"
10'-1" 29 H 15'-0'
J 9'-3' T-2"
• THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SMALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
47
18-8 I
9- J
1T-2" 35 I
FOOTNOTE: 'SAMPLE*
J
FIGURE INDICATES EXPOSURE a- 1
r-�I FKiURE INDICATES
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
Amy
DRAWN BY: EA
DATE 1 010 1 801 2
TOM CAMPBELL a ASSOCIATES. INC.
SOLID
POST SRIE TABLE
LIVE LOAD"
10.10 a 30 prf
PATI . BY:
DURALUM PRODUCTS. INC.
`y
IAPMO ERI 0196
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
WIND -
a20(916 ALPINE AVE.. SACRAMENTO 96eie
I
REVISED W.
RANCHO CUCAMONGA. CA (9611741-2107
10 I LL 100 MPH
o,1oQ
90,100 a 1 w MPH
(91e)4aa•7m1 fAX 4as.lsw rrla�aurA.naan
G
SHEET 19 OF 33