PAT (14-0038) (Structural Calculations)1
TOM CAMPBELL & ASSOCIATES, INC.
Commercial and Residential Structural Engineering
5331 Galloway Street, Alta Loma, CA 91701
(951) 741-2107.
January 6, 2014 s r
i
Building Official
Local Authority Having Jurisdiction
RE: Duralum Products, Inc. Patio Cover System Design Parameters
This letter affirms that the Duralum Products, Inc. patio cover system shown in the
attached plans, dated 11 /15/13, containing my professional engineers stamp and .
signature, comply with the roof live, snow, wind and seismic loading requirements cited in
the 2012 International Building Code, 2012 International. Residential Code, 2013
California Building Code, 2013 California Residential Code, ASCE/SEI 7-10 (Minimum
Design Loads for Buildings and Other Structures) and the 2010 Aluminum Design
Manual, ADM -1. .
Please contact me at (951) 741-2107 or at ticampbell@charier.net should you require
additional information.
Sincerely,
VNE
Tom Cam ell, PE a g ® ` YNWAS I. °
CITY OF LA QUINTA
BUILDING & SAFETY DEPT.
APPROVED
DATE I I/i' t I BY
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1po
ST Sp
SEE SCHEDULE
SO. POSTS,
FOR SPANS
1t SIZE VARIES
O.
'O.H.' NOT TO EXCEED 25%
ouRALUM PRODUCTS, INC.
OF SPAN
4D AT END BAYS.
SEE DETAIL FOR SPLICE
RAND CI)CAMONOA CA (851) 741-4107
SFE'
* SQ. POSTS, SIZE VARIES
SHEET 2 OF 33
* SEE SHTA 5 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 0 1/2' SIDE PLATES.
SOLID PANEL yTYPES
I
LENGTI l ATTACHMENT CHANNEL
M/D S OF S�UC ALUMINUM SEE DETAILS —�
Pq T BE lE RE V,1R1ES ROOF PANEL ULE MIN. 0.25' SLOPE PER FT.
Q/fCnO� SE FOR SPANS
i
0. !
'O.H.' NOT TO EXCEED 25%
OF SPAN
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SEE SCHEDULE FOR
POST SPACING
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ATTACHMENT SINGLE POST
MAY BE USED SEE SCHEDULE
WHERE PERMITTED.
SEE SCHEDULE
MAX, HT.= 17 NOTE: NO SPLICE AT THIS
POST ANDA END BAYS.—
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS II
CHANGEABLE WITH ANY OTHE
COMPONTENT UNLESS OTHEF
TYPE "A" ATTACHED SINGLE SPAN W/CANTILEVER
ALUMINUM
ROOF PANEL
SEE SCHEDULE
FOR SPANS
'O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE —
SO. POSTS, SIZE VARIES ,
ALTERNATE:
3 10 SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
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SCHEDULE
FOOTING WHEREREQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
SEE SCHEDULE FOR
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40 SPLICE AT THIS
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COMPONTENT UNLESS OTHERWISE SHOWN.
"B" ATTACHED MULTISPAN W/CANTILEVER OPTION
C3
EXP. 1t
UMINUM
F PANEL MIN. 0.25 SLOPE PER FT
SCHEDULE
'O.H.' NOT TO EXCEED 25%
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BEAM1 T OPTI NAL: CANT EVEF
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ESChECEs SEE SCHEDULEACING
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ALTERNATE: �5X OF Sp
IR x 9' STEEL ROD NOTE: EACH COMPONENT IS INTER-
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SEE DETAIL FOR SPLICE I \
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MAY BE USED
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1t SIZE VARIES
TE O SPLICE A THIS
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ouRALUM PRODUCTS, INC.
POST
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SCHEDULE
RAND CI)CAMONOA CA (851) 741-4107
3 1/Y SLAB
ALTERNATE:
SHEET 2 OF 33
MEN�SINGIE
BE
POST.
MAY USED
SEE SCHEDULE
NOTE: EACH COMPONENT IS INTER -
WHERE PERMITTED.
CHANGEABLE WITH ANY OTHER
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COMPONTENT UNLESS OTHERWISE SHOWN.
"B" ATTACHED MULTISPAN W/CANTILEVER OPTION
C3
EXP. 1t
UMINUM
F PANEL MIN. 0.25 SLOPE PER FT
SCHEDULE
'O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE I
BEAM1 T OPTI NAL: CANT EVEF
SO. POSTS, SIZE VARIES
ESChECEs SEE SCHEDULEACING
O•h.
ALTERNATE: �5X OF Sp
IR x 9' STEEL ROD NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "C" FREESTANDING W/CANTILEVER OPTION
3 1/2' SLAB
SINGLE POST
:I
MAY BE USED
SEE SCHEDULE'TO
A R . Y:
CONSTRAIN
coMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEENNO
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FOOTING, SEE
ouRALUM PRODUCTS, INC.
POST
4D AT END BAYS.
SCHEDULE
RAND CI)CAMONOA CA (851) 741-4107
FOOTING WHERE REQUIRED
8268 ALPINE AVE" SACRAMENTO.. CA esexe
SHEET 2 OF 33
SEE SCHEDULE FOR FOOTING BE SIZE
NOTE: EACH COMPONENT IS INTER -
1/2 x 9'i STEEL ROD
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN
W/CANTILEVER OPTION
DRAWN BY: E.N.LIVE
TOM CAMPBELL 8 ASSOCIATES, INC.
LOAD, �
A R . Y:
UPMO ERt 0183
NONE
coMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEENNO
yMD�REs
10, 20 a 3o psf
ouRALUM PRODUCTS, INC.
,
SSCCALLEi
REVISED BY:
RAND CI)CAMONOA CA (851) 741-4107
90. 100 WIND �
8268 ALPINE AVE" SACRAMENTO.. CA esexe
SHEET 2 OF 33
(81 81 4 32-7041 FAX 403.1519 s=mks&wukwn=m
RAFTER SEE TABLE —*,SEE SHT-.15 FOR MINIMOM_NUMBER OF -REQUIRED COLUMNS WHEN USING 2-X B 1/2' SIDE PLATES.
FDR SimSPACINGLATTICE TYPES
ANDAX
gyp,,, /
SEMAX PROJ.E SCHEDULE '`�8� MQTE: THIS OPEN LATTICE•TVPE STRUCTURE SEE SCIEDULE
q, MAY NOT BE COVERED.
7S%OF SPAN O. METER SSEE�ABLE
AND BPAClHO
LENGTH OF STRUCTURE VARIES
P05T WfTll BIDE PLATES
J� SEE DETAIL
7 1? SUB ATTACHMENT
NOTE: EACH COMPONENT IS INTER- MAY BE USED WHERE
CHANGEABLE WITH ANY OTHER 3Qcr SE
COMPONTENT UNLESS OTHERWISE SHOWN.
i 1�I'tii
FOOTIHO WHERE
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OPEN LATTICE -TYPE COVER NgM THIS OPEN LATTICE•
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RAFTER SEE TABLE MAX'
FOR SIZE SEE SI
AND SPACING
LENGTH OF STRUCTURE VARIES
* ~ NYC3T91
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LENGTH OF STRUCTURE VARIES
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EACH COMPONENT IS INTER- 7 1? SLAB ATTACHMENT
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NT UNLESS OTHERWISE SHOWN.TLB� gEE SCHEDULE
FOOT816 WHERE REQUARED,
SEE SCHED. FOR FOOTMq CUBE SIM
TYPE "F" ATTACHED MU.LTISPAN TTICE STRUCTURE
NOTE: THIS OPEN LATTICE•7YPE STRUCTURE
MAY NOT BE COVERED.
MAIC PRO.I.
SEE SCHEDULE
RAFTER SFETABU
LENGTH OF STRUCTURE VARIES
IE I 7 1? SLAB I Ntx PUSr UCT
Y
MAY S USED
NOTE: EACH COMPONENT IS INTER- TO CONSTRAIN
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COMPONTENT UNLESS OTHERWISE SHOWN.r SCHEDULE 't MAY BE USED
NOTE: EACH COMPONENT IS INTER- TO TTNG�
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OPEN LATTICE -TYPE COVER FOOTING WHERE REQUIRED COMPONTENT UNLESS OTHERWISE SHOWN. FDmyp� REQWREO
SCALE NTS SEE SCHED. FOR FOOTING CUBE 91g SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "G" FREESTANDING SINGLE, SPAN LATTICE STRUCTURE TYPE "H" FREESTANDING MULTISPAN TTICE STRUCTURE
DRAWN BY: Ela.
CAMPBELL
TOM CAMPBELL b ASSOCNTES,
& A INC.I
LIVE LOAD •
A . BY:
IAPM0 ERU 0185
DATE: 10001=12
COMMERCIAL AND STRUCTURAL ENGINEERING
I
OPEN LATTICE
10, 20 A 30 pd
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA. CA (251) 741-2107
STRUCTURES
HORLE WIND • '
80,10014 110 MPH
8288 ALPINE AVE, SACRAMENTO, CA BERM
SHEET 3 OF 3.1
(218)162.7621 FAX 403-1519 u1m�r>taunodn
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
.25'� .67- T=SEE TABLE BELOW a 40' 7 ' `gNAL FwAirN
40'0 -'�fj -ice 1.125• ,m i
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BLE REJ OW
.40 • O t.t2s Ta9EE TA
25
1 48 .35'
4.50• �— 4.50' 4.50' 3.00 ' NQ. C37M * 7s
24.00' .OMI/� u y
ALUM. ALLOY 3004-H36 OR EQUAL ALUM. ALLOY 3004 H36 OR EQUAL
FOOTNOTE:
12"x 3 1/2'W PANEL (SEE NOTE 1 BELOW)
24' TRI -N" PAN (SEE NOTE 1 BELOW)
L.L.=
L.L.=
PANELT
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
EXP.0
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I EXP.0
EXP.B
EXP.0
SHEET 4 OF 33
13'-1'
9'-0'
8'-0'
8'�*T-2'.Jo.7'
10'-8'
4' '
6' 8'.018
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14'-1'
11'-3'
10'-r
174'
12'-r
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9'-3'
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1a-4-
9'-2•
9'4•
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8'-r
7'-7'
10
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15' 8'
13'-2'
123'
12'-4'
11'-r
11'•9'
10'-10'
176'
12'-0'
1a-7'
10'-9'
9'-r
9'-10'
8'-8'
.032
15'4'
14'-3'
14' 8'
13'x'
13'-8'
17-0'
9'-01
8'-0•
8'-1'
T-2'
T4'
61-61
.018
91-6'
9._1.
9._1.
6.3.
61.9•
8--3-
10141
9'-2'
9'-4'
8'3'
8'-r
7'-r
20
.024
.11'-10'
10'•7'
1 p' 8•
10'-1'
1 a-3'
9'-r
12'-0'
1 a-7•
10'-9'
91•r
s-101
10'-7'
.032
12'-3'
17-3
173'
111-81
11'-10'
11'-2•
20
.018
15'-8'
14'-10'
15'-0•
13'-10'
14'-3•
6
8'-1'
8'-1'T-9'
14'-9'
T-10'
T-8'
13'•4•
9'-9'
9'-2'
9'4•
8'-3•
8'-r
r-7-
30
.024
.040
1T-3•
16'-8'
16'-r
15'-8•
15'-10'
164'
0'•9'
10'-7 '
9
9'-10'
8''
9�94
032
.020
to -9•10-9•1
10'-1'
10'-Y
1a
•
'SAMPLE'
FIGURE INDICATES ATTACHED—Ej—
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 & ASSOCIATES. INC.
L.L.=
PANEL -r
i 90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
s2sB ALPINE AVE., sAcw4rtxro. G 90626
(916)462.7021 FAX403-1519 ftlu —
SHEET 4 OF 33
13'-1'
11'-7'
11'-9'
1a-4'
10'-8'
9'-0'
.020
14'-1'
13'-2
13' 3•
174'
12'-r
11'-8'
14'-r
12'-10'
13'-2'
11'-7'
12'-0•
10'•7"
.024
15' 8'
14'-0•
14'-9'
13•-8'
14'-0'
12'-10'
10
176'
15'-4•
15'-8'
13'-10'
14'-3•
1r -r
.032
i 184•
1 T-1'
1 T3'
16 -1'
16'-4'
19'-10'
17"-7'
17'-10'
15'-9'
16'.3•
14'•4'
.040
20'-7'
19'-2'
19'4•
18'-0'
18'3'
16'-10'
17-1'
11'-8•
11'-r
i a-4•
1 a-8•
9'=8'
.020
.11'-10'
11'-3'
11'4'
1a-9•
11'-0'
1a3•
13'4'
17-9'
12'-10'
11'-r
17-0•
10'-7'
.024
13'-Y
17-r
17-0'
17-0'
12'-2'
111-6'
20
032
15'-8'
14'-10'
15'-0•
13'-10'
14'-3•
12'� 7'
15'-8'
14'-8•
14'-9'
14'-0'
14'-2'
13'•4•
17".8•
18 8'
1B'-9'
15'-9'
16'-2'
14'4•
.040
1T-3•
16'-8'
16'-r
15'-8•
15'-10'
164'
10'-r
10'-2•
1a3•
9-10'
10'-0'
9�94
.020
10'-0'
10'-1'
10'-Y
9' 8'
8'-10•
11'-9'
11'3'
11'4•
10'-10•
11'-1'
104r
024
30
11'-8'
11'-2•
11'3•
1a-9'
i0'-10'
j10'4-
13;-9'
13'-3'
13'3'
17-9'
17-10'
17L3'
032
�13'-r
13'-1•
13'-Y
17-r
17-9•
17-Y
15'4'
14'-9'
14'-10'
14'-3'
14' 8'
13'-9'
.040
I
E.N.
TOM CAMPBELL & ASSOCIATES. INC.
LIVE LOAD
PATIO CM
F7012
ERI018b
JOPABY:
�� AND RESIDENTIAL 3TRlJCTURAL ENGINEERWO
PANELSPANS
10. 20 & 30UPMO pd
PRODUCTS, INC.ONE
BY:
RANCHO C(1CAMONGA. CA (est) 7a1-2107
7NOR¢. ON
MPH
s2sB ALPINE AVE., sAcw4rtxro. G 90626
(916)462.7021 FAX403-1519 ftlu —
SHEET 4 OF 33
SOLID PANEL SPANS FOR COMMERCIAL & P 90/100/110 MPH EXPOSURE B & C
7r .09R. (I.S.)67'
co
N 25•
ALL UNMARKED RADII .DGR
2.5'TABLEREI 't
TY s .38• N
7•
25.1 .2S
ALUM. ALLOY 3004-H36 OR EQUAL
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
%�"
2
~ No. C37948]
t EgXP. 03/31//'
NOTE: DETAIL FOR
PANEL FASTENERS
ARE SHOWN IN
TABLES 1,2 AND 3
SHEET 6 OF 33.
FOOTNOTE:
"SAMPLE'
FIGURE INDICATES ATTACHED
7D— FIGURE INDICATES FREESTANDING
8' x 2 Y4" FLAT PAN (SEE NOTE 1 BELOW)
TOM CAMPBELL 8 ASSOCIATES, INC.
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
ALPINE AVE., 8ACRAA/ENTO, G 95828
(918) 452.7021 FAX 4011519 Ww�OurYxAcom
SHEET 5 OF 33
11'-4'
10'-1'
10'31
9'-1'
9'-4'
8'-3'
.020
12'-3"
11' 8"
11'-7'
10'-9'
11'-0'
10'•2"
13'-1•
11'-0'
11'-9'
10'-8•
9'-6•02410
.020
P10'>14_
13'7'
12'x'
12'9'1'-10•
12'-4'
12'-2'
11'-2'
10
.024
16'-2'
14'-6•
14'-8'
13'-0'
13'-4'
11'-9"
.032
13'-6'
13'-8"
12'-8"
18'3'
16-8
15'-0'
13%10'
14'-2'
13'-1'
.032
18'-1'
1 T-0•
17" -2'
15'-'
15'-10•
14'-0-
.040
18'-0'
16'-9'
17'-0"
15'•9'
16'-1'
14-10'
1T•9'
16'-8•
16'-9'
15'-r
15'-10•
14'-0'
.040
10'-6'
10'0"
10'_1'
9'-1'
9'-4'
8'-3•
.020
20'-r
19 -2'
19 4'
18'-0'
18'-4'
jr
10'x'
9'-10'
10'-0'
9' 4"
9'-7'
9'-0'
016
11'-7'
11'-1"
11'-2'
10'-4'
10'-8'
9'-6'
.024
1 t'-2•
10' 8•
10'-9"
10'•21
10'3"
g'-8"
20
11' 8'
10'-10"
11'-0'
10'x'
10'-21
10'-0'
.020
1�12'13'-0'
11'-4'
111-8'
121-3'
12'-0'
11'-9'
032
13'-1'
121-6'
12'-r
12'-0"
12'-1 •
11'-0'
20
.024
17-9'
12'-2"
IZ-3"
11'-7'
15'-2'
14'-8'
14'-7'
13'-10•
14'-1•
13'-2•
.040
15'-4"
14'-0•
14'-9•
14�13%9-14V
'-4'
.032
1 S W
14'-3'
14'4'
13'-T
13'-9"
13' W
9'-3"
8'-10'
9'-0'
8'-r
8'•8•
8'-3•
.020
161-8"
161-8'
161-81
1814•
16'•2'
153'
.040
B'-10'
8'-6'
8'-7'
8'-2-
10'2*
9'-10•
9'-10"
9'-6•
9•-r
9-21
.024
10'-0'
9•-r
9'-8"
9'3'
9'-4•
9'-0'
30
.018
10,_1•
9,_9.
9,_9•9-4'
9
9'-0•
9'-0'
11'-10•
111.6.
11'-r
11'-1•
11'-2'
10'-8•
.032
10'-r
9'-to'.02010'6-
1 V-4-
10'-10"
11'-1 •
10' 8'
13'-4'
12'-1=2'-8'l
10'-2•gWI01.6
12'-4'
12'-r
12'-0'
.040
N"I0'3•
1'-2'
30
.02411'-4•
12' 3'
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
%�"
2
~ No. C37948]
t EgXP. 03/31//'
NOTE: DETAIL FOR
PANEL FASTENERS
ARE SHOWN IN
TABLES 1,2 AND 3
SHEET 6 OF 33.
FOOTNOTE:
"SAMPLE'
FIGURE INDICATES ATTACHED
7D— FIGURE INDICATES FREESTANDING
6" x 2 Y2' 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.0
EXP.B
EXP.0
ALPINE AVE., 8ACRAA/ENTO, G 95828
(918) 452.7021 FAX 4011519 Ww�OurYxAcom
SHEET 5 OF 33
17-0"
11'-0•
11'-21
9'-10•
10'•21
9'-0'
.018
13'3•
121.4"
1218•
121-6•
121-10'
121-0'
13'-6'
11'-1"
9'-9"
.020
14'-2-
12'-4'
1 r -r
11'-8"
10
.024
15'2"
N101.2.',l'10'-8•
12'-1'
121-4"
11'-0'
13'-6'
13'-8"
12'-8"
18'3'
16-8
19
14'-9•
15'3'
13'4r
.032
18'-0'
16'-9'
17'-0"
15'•9'
16'-1'
14-10'
20'•10'
19'-2'
19'-r
1T3'
1T-9'
15'-8'
.040
20'-r
19 -2'
19 4'
18'-0'
18'-4'
jr
11'11•
10'-9•
10'-10"
9'-10'
10'-2"
9'-0'
016
1 t'-2•
10' 8•
10'-9"
10'•21
10'3"
g'-8"
12'-1"
17'-6"
11'-r
10'-8"
11'-1"
9'-9-
.020
11'-10•
11'-4'
111-8'
10'-9"
11'-0'
10'-4'
13'-1'
121-6'
12'-r
12'-0"
12'-1 •
11'-0'
20
.024
13'-0'
173'
12'-4'
11'-9'
11'-10'
11'-21
15'-4"
14'-0•
14'-9•
14�13%9-14V
'-4'
.032
15'-2'
14'x"
14'-7'
13'-2'
161-8"
161-8'
161-81
1814•
16'•2'
153'
.040
181-8"
16'•6•
18'-7'
15'-8'
16•-0'
15'-0"
10'-0'
9•-r
9'-8"
9'3'
9'-4•
9'-0'
.018
9'-0'
9'-r
9'-2"
9'3"
8'-9'
10'-r
9'-to'.02010'6-
10'-2•gWI01.6
4-11'-6•
N"I0'3•
1'-2'
30
.02411'-4•
11'-1'
_2•
13'-0'
13'-0'
13'-1"
12'-21
tr-e•
12'4"
.032
13'x'
12'-10'
12'-10•
17.4'
r 12'-6"
11'-10•
14'-r
14'•7'
14'-r
14'3"
�14'-6'1.040
16'3•
16'-6"
16-7'
15'-8'
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
UVE LOAD.
PA VER SYSTEMMF . B
UPMO ERA Otos
DATE: t0A12012
COMMERCIAL AND RESDOENTIAL STRUCTURAL ENGINEERING
PANEL SPANS,
10, 20 a � pd
IDURALUM PRODUCTS, INC.
'
SCALE: NONE
REVISED 9Y:
RANCHO CUCAMONGok CA (951) 741.2107
WIND
90, 100 a 110 MPH
ALPINE AVE., 8ACRAA/ENTO, G 95828
(918) 452.7021 FAX 4011519 Ww�OurYxAcom
SHEET 5 OF 33
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID 'COVERS
TOM CAMPBELL b ASSOCIATES, INC.
TABLE 1
5
TABLE 2
6
!
TABLE 3
MINUMUM
8
DURALUM PRODUCTS, INC.
(2)'2"x6 y" AND
3
WALL HANGER, 3"x8" AND
4 4 5
5
EXTRUDED AND 3"x8" WITH
6
SHEET 6 OF 33
9f
6 %2" ROLL FORMED HEADERS
STEEL HEADERS
3
STEEL INSERT HEADERS
4
__55
>
>
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
'
m�
9
m
PER FOOT OF HEADER LENGTH
90 MPH 100 MPH 110 MPH
90 MPH 100 MPH 110 MPH
90 MPH 100 MPH 110 MPH
EXP. 8 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. 8 EXP. C
4
4
4 4
10
5
5
6
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
10
2 3 3 4 3 4
4
5 5 6
6 5 7
2. 2 2 3 3 3
6
6•
3 4 4 4 4 5
6,
2 3 3 4 3 4
6,
2 2 2 3 3 3
4
3
4
4
4
5 5
11'
3 4 4 5 5 6
3 4 3 4 4 5
2 3 3 3 3 4
7
3 4 4 5 5 6
7
3 3 3 4 4 5
7�
2 3 2 3 3 4
4
5 5 6
6
4 5 5 6 6 7
3 4 4 5 5 6
3
2 3 3 4 3 4
8-
4 J- 5 6 5 7
8'
3 4 4 5 4 6
8•
2 3 3 3 3 4
81
46 5 7 6 8
4 5 4 6 6 7
3 3 3 4 4 5
9,
DRAWN Br: E.N.
TOM CAMPBELL b ASSOCIATES, INC.
LIVE LOAD
5
6
DATE:1D91/2012
6
MINUMUM
8
DURALUM PRODUCTS, INC.
9.
3
WALE: NONE
REVISED BY:
4 4 5
5
HOiT12. WIND
00. 100 6. 110 MPH
6
SHEET 6 OF 33
9f
3
3
3
4
4
__55
5
6
6
8
7
9
4
5 5 6
6
7
3
4
4
4 4
10
5
5
6
70
10
4
4
5 5 6
6 5 7
5
6
7
8
10
3
3
3
4
3
4
4
4
5 5
11'
S
6
11.
4
5 5 6
6
8
11
3
4
4
4
4
6
81
M
5
6 6 7
7
9
3
4
4
5 5
12
5
6
7
8
12
4
5
6 5 7
7 6 8
6
8
8
10
12
3
4
4
5
4
5
5
5
6 5
13'
7
79
3
13-
5
6
6 7 6 7 7 9
7
8
9
10
13,
3
4
4
5
5
4
5
5
6 6
FOOTNOTE: 'SAMPLE'
I
`ANAL
FIGURE
INDICATES
ATTACHED
Y
FIGURE INDICATES
FREESTANDING
j
cj
FAN BEAM
r— FAN BEAM (19'-0' MAX SPAN)
i
n
E P• 03/3
2.�
FAN BEAM FAN
3 HEADER
z CEILING FAN AND/ +? T=.075' 2 1 /2' 2 /2' 1 2 /2'
OR LIGHT FIXTURE TYP.
( MAX. 30 lbs. )
I
#14'x 3 1/2' S.D.S. SCREW #12 S.D.S. SCREW !
FAN BEAM AT BEAM AT HANGER CHANNEL
ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER ATTACHMENT AT HANGER CHANNEL
DRAWN Br: E.N.
TOM CAMPBELL b ASSOCIATES, INC.
LIVE LOAD
PATI COVER SYSTEM AS MFG. BY:
UPMO ERI 0185
DATE:1D91/2012
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENDINEERINO
MINUMUM
10.20830 pd-
DURALUM PRODUCTS, INC.
WALE: NONE
REVISED BY:
RANCHO CUCAMONGk CA (061) 741,2107
REQUIRED COLUMNS
HOiT12. WIND
00. 100 6. 110 MPH
6260 ALPINE AVE. SACRIIAEMO, CA 06928
SHEET 6 OF 33
(816) 462-7021 FAX 403.1510
RAFTER SPANS FOR OPEN LATTICE COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE
z
2"X 6 1/2' RAFTER 2 � DBL. 2' x 6 1/2' RAFTER
r 3 L.L.= T �$ 90 MPH 100 MPH 110 MPH LL.= -r VS 90 MPH 100 MPH 110 MPH
r rMAX (PSF) (IN.) °� gyp, B EXP.0 EXP. B EXP.0 EXP, B EXP.0 (PSF) (IN.) y gyp, B EXP.0 EXP. B EXP.0 EXP. B EXP.0
12'-0' 10'-7' 10'-9" 9'-8• 9'-9' 81-8• 18'-10' 14'-10' 15'-r 13'•4' 13'49'
6, w .024• 032� Fmw 18" 14'$' 14' e- 14'$' 14' 8' 14'-0' 13'-1' 16' 19' 8' 19' 8' 19 8' 19 8' 19'-0' 18'-4'
e.s :ar 6.s :ar 024 9'-10' 8'-8' 8'-10" T-9' 8'-1' T-1' 024 13'-9' 17-2" 17-1' 11'-0• 11'3' 10'-0'
24' 11'-9• 11'-9' 11'-9• 11'-9• 11'•9' 10'-8' 24•
18'-0' 14'-1' 14'-4" 178' 13'-1' 11'-0' 22'-6• 19'-10" 20'3• 17'-9' 1V-4" 16'-r
3• ■ a• RAFTER r x 6 1/r RAFTER DBL. r x 6 1!1' RAFTERS 16' 18'3• 18'-6• 18'-6' 18'-6• 18'$• 1 T-0' 16" 28' 0- 26'-0' 26'-0" 26'-0" 26'-0' 24'-r
ALUM. ALLOY x04 -M36 ALUM. ALLOY 30044476 ALUM. ALLOY 3001-H:M 10 .032 10 .032
DR EQUAL OR EQUAL OR EQUAL 24, 13'-1" 11'-r 11'-9' 10'4• 10'-0" 9'$' 24, 18'-4" 16'-3' 18'-r 14'-r 15'-1" 13' -3 -
It SEE NOTE BELOW * SEE NOTE BELOW 15'-1' 15'-1' 15'-1" 15'-1' 15'-1' 14' 3' 24'-2• 21'•2' 21'-2' 21'-2' 21'-r 20'-1'
18' 0'-10• 18'-6" 18'-9" 16'-r 1T-1" 15'-1' 16, 29'-0' 28'-0' 28'3' 23'-3' 24'-1' 21'-r
2 3' x S' RAFTER .042 22'-2' 27-2' 22'-2' 22'-2' 22'-2• 21'-r .042 31'3" 31'-3' 31'3" 31'-3' 31'-3' 9-10'
•T• 2E
PH 100 MPH 110 MPH 24, 1T-1• 15'-1' 15'-' 13'-r 14'-0' 12'-3' 24, 24'•1' 21'•2' 21'-8• 19'-1" 19'-8' 1T3'
(IN.) N EXP.0 EXP. B EXP.0 EXP. B EXP.0 18'-2" 18'•2' 18'-2' 18'-2' 18'•r 1T 4' 25'-r 25'•7" 25'-r 25-r 25-7' 24'-4''
16' 20'-3' 20'-8' 18'-2' 18'•9' 16'-7' 16, 12'-0' 10'-r 10'-9• 9'-6' 9'-9' 8'-8• 16' 16'3' 14'•10' 15'•2' 13'-4' 13'-9• 1r -r
10 .042 28 -10" 26'-10' 26 -10• 26 -10' 25'-1' 024 12'-0• 12'-0" 17-0" 12'-0• 12'-0' 11'-r 024 16'-3' 16'-3' 16'3• 16'.3' 16'3' 15'-9'
18'-9' 16'-7' 16'-10' 14'-10' 15'4" 13'-r 9'-9" 8'-8" 8'-10" T•9' 8'-1" 7'-1• 13'4' 12'•2' 12'4' 11'-0' 11'-3" 10'-0"
24' 22-0 22'-0" 2r-0' 22'-0' 22'-0' 20'-6' 24' 9'-9' 9'-9' 9'-9" 9'-9• 9'-9' 9' 8' 24• 13'-4' 13'•4' 13'14' 13'•4• 13'-4" 12'-10"
16" 22'- ' 20'3' 20'-8' 1B'-2• 18'-9' 16'-7' 16, 15'-3' 14'-1' 14'4' 12' 8' 13'•1' 11'-0' 16, 21' 6" 19'-10' 20'3• 17'-9' 18' 4' 16'-2"
20 .042 27-2' 22'-2' 22'-2'rzr-r 22'-r 21' 6" 20 .032 15'-3' 15'-3' 15'-3" 15'-3' 15'-3" 14'-9' 20 .032 21'-0" 211-6 21'-6' 21'-6' 21'-6' 20'-9'
18'-r 16'-r 16'-10' 14'-10' 15'-4' 13'-7" 14'-1" 11'-r 11'-9' 10'4' 101-8' 91-61 17'-r 16'3' 16'-r 14'-r 15'-1' 13'-3'
24' 18'-2" 18'-r 18'-2' 18'-2• 18'-2' iT-7• 2a• 12'6' 173' 17-0' 12'8' 12'8' 12'-1' 2a" 1T•r 1T-7' 1T -r 1r -r 1T -r 1T-0'
16" 19'-4' 19*4" 19'-4• 18'-2' 18'-9" 18'-7' 16, 18'-4" 18'4' 18'-4' 16'-7' 17'-1' 15'-1' 16, 5'-10" 25'-10' 25'-10" 23'-3' 24'-1" 21'-r
30 .042 19' 4' 19'4' 19'-4' 19' 4" 19 4' 18'-10' .042 18' 4' 16' 4' 16' 4' 16' 4' 18'•4' 1T-9' .042 25'-10' 25'-10' 25-10" 25'-10' 25'-10' 25'-1'
24' 15'-10' 15'-10' 15'-10' 14'-10' 1ST' 13'-r 24, 15'-1' 15'-1' 15'-1' 13'-r 14'-0' 12'-3' 24, 21'-2' 21'-2' 21'-2' 19'-1' 19' 8" 1T-3'
15'-10' 15'-10 15'-10" 15'-10 15'-10' 1 ' 8' 15'-1' 15'-1' 15'-1' 15'-1' 15-1' 14'-r 21'-2' 21'-2' 21'-2' 21'-2" 21'-2* 20'4r
* AL 1010 8' 1-8' 10'-6' 101-8' 91-6' 7-9' 81-8' 14'-2' 14'-2" 14'•2' 13'-4' 13'-9' 12'-r
NOTE: SINGLE RAFTERS SPACED 18' O.C. MAY
18" 10'$ 10'-0' 10' 6' 101-6' 10'-2" 16" 14'-2' 14'-2' 14'•2' 14'-2' 14'-2' 3'-10'
32" O.C. WHEN DOUBLED AND SINGLEAe N 24 .024
24' O.C. MAY BE USED AT 48' O.C. WHEN D �T�/'Y C 24' 8'-r 8'-r 8'-r T-9' 8'-1' T-1' 24, 11' 8' 11'-0' 11' 8' 11'-0' 11'3' 10' 0•
8'-r 8 r 8'-r 8'-r 8'-T 8'�' 11'-0' 11'$" 11'$' 11'-8' 11'-8" 11'-4'
FOOTNOTE: 'SAMPLE' 19 13'-3• 13'3' 13'3' 12'-8' 13'-1' 11'-6' 18'-8" 18'-8" 18'-8' 17'-9' 18'-4' 18'-2'
CL fn A 16' 13'-3' 133' 13'•3' 13'3• 13'3' 13'-0' 16" 18'-0' 18'-8' 181-8• 18'-8' 18'-8' 18'3'
FIGURE INDICATES
ATTACHEDfl— 10'-10' 10'•10' 10'-10" 10 4' 10 8' 9'6'. 30 .032 15'-3' 15'3" 15'-3' 14'-r 15'-1' 13'-3'
FRE N X 379 za• 24•
FREE NCP 03✓3, 10'-10' 10'-10" 10-10' 10'-10' 0'-10' 10' 8' 153' 15'3' 15 3' 15'3' 15'3' 1S-0'
16'•1' 16'-1" 16'-1' 18'•1' 16'-1" 15'-1• 27-r 27-r 2r -r 22'-r 22'-7 21'-2'
PROJECTISPAN ,9 2 16' 16'-1' 16'•1' 16'-1' 16'A 16'-1' 15'-8' 042 18' 27-r 27-r 22'•7' 2'-r r
o.H. 73'•2' 13'-2' 13'-2" 13'•2" 13'-2' 12'3' 18'3' 18' 6' 1!'6' 18' 8' 18'-6* 1 T•3'
` `�� 24' 13'-2' 13'•2" 13'-2' 13'-r 13'-2" 12'-9' 24 18' 8" 18' 8' 18'-0' 18'•6' 18'-0' 18' o'
TRIBUTARY WIDTH TABLE CLEAR SPAN (FT.)
h O.H. 6 7 S 9 10 11 12 13 14 15 16 17 .- 16 ! 19 20
TRIBUTARY= 0 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11
TRIBUTARY
WIDTH 1R SPAN • O.H. 1' 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 2
2' 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13
f 3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14
• '! NOTE: TRIBUTARY ON MULTIPLE SPANS IS 4' _ _ _ 9 9 10 10 111 11 12 12 13 13 14 14 1
EQUAL TO CENTER SPAN TO CENTER SPAN
5' _ _ _ _ I 11 11 12 12 13 13 14 14 15 15 1 18
DRAWN BY: E.N.
DATE 100//2012
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD'
10, 20 6 30 pd
A ER SYSTEM AS MFG.
DURALUM PRODUCTS, INC.
UWMO ERM 0195
COMMERCIAL AND RE9IDENTUL STRUCTURALENdNEERIN6
RAFTER SPANS
sAc
�SED�BY
RANCHO CUCAMONGA CA (951) 741.2107
90.1100 A 110 MPH
� TEAVE..
11519 *@D mncorn
SHEET 7 OF 33
COLUMN / POST rTYPES & SURFACE . MOUNT ATTACHMENT DETAILS
MAX: HEIGHT= 10' 3---r2-1 MAX. -HEIGHT C = 10''
I - 3.00" SQ. G=3'saxt=.168•
' 3.00"SQ. 2 ' tY10 SMS 3.00" SQ. I: H =3'SQ.xr.25a
032'C.
EA4S DE �1.0C�«- r
1=35a.xt=.313•
L,"�,`3'
6:8' 3.J �"SQxt=.188'
.14'R OK �' xt=-.250•
L.032' TY'.048"STEELI .28•3.a o a.o•
5/8' PLASTIC PLUG . ALUM. POST 3.SQ.ALUM..POST k MAG POST SQUARE
,WITH SIDE PLATES Df 3" S .STEEL-P_OS�3" SQ. ALUM. POST STEEL POST
. ALLOY 3004-H36 a ALUM. ALLOY 3004-H36M 1 S ALUM. ALLOY 6063-T8 ASTM A500 GRADE B
ALUM: ALLOY -"•a" 3.00" OR��Q'
6063-T6 2.40"
7/16.0 HOLE
1.375" FOR 3/8• MB i 2 FLANGES
0I 2 1 /8' APART
0 .75" ASTM GRADE 36 STEEL I 1.125• 25' i
INSTALL 1 . x IN x W HOG 7s 75' BASE FLARES
WASHER PLATE AT ANCHORS
15T TO 3'WIDE EA.
1.60" TYP I SIDE OF FLANGES
1.5 .090" TYP.POST ONLY
INSTALL IX* x t ' x 6' HDG 6.60'1-7/16.0 HOLE
WASHER PLATE AT ANCHORS & 2-318' HOLES
FOR 110 MPH (i 2-'5/l 6-0 HOLES'. TYP. EA. SIDE
ALUM "T" BRACKET STEEL 1r BRACKET 5
T=.060• TYP. (4ySDS 25412
i.
#14 SDS
3 PERS IDE
* ~ No. C37948 #
EXP.03/31/1'S
ALUM. ALLOY 3" x 8' ALUM. RAFT. BRACKET
6063-T6 3' x 8" ALUM. HEADER
I'
i
"H" BRACKET HEADER BRACKET (7)
DRANTI BY: E.N.
TOM CAMPBELL 8 ASSOCIATES. INC.
LIVE LOAD =
MFG. BY:
IAPMO EJtar Ot86
DATE 11=1/2017 -
COMMERCIAL ANO RESIOENTUIL STRUCTURAL ENOINEERtNO
COLUMN /
10. 20 ]e
IPAM
DURAL PRODUCTS, INC.
SCALE: NONE
POST TYPES
. D
VY10 �!
NI
(918)ALPutE AVE., SACRAMENTO. G
REIASEo
RANCHO test»�t-xto�
9oH00
mW
rotelrss-7a¢t FAx403•151e .da�aur�nmm
SHEET 8 OF 33
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36
1.50
4 WALL.
FASTENERS ALUM -ALLOY
SEE TABLE 6063.76
1.T5' O O
ROLLFORMED HANGER EXTRUDED HANGER CHANNEL
A34 FRAMING ANGLE
SEE TABLE
FASTENERS, SEE TABLE
R.F. OR EXT. HANGER
CHANNEL, 2X OR 3X
RAFTER BRACKET.
ALUM. PANEL 2X OR-/
3x ALUM. RAFTER
FASCIA BOARD -
ALLOWABLE PROJ.
WHERE ALLOWABLE
PROJECTION EXCEEDS 18',
ADD A34 FRAMING ANGLE
EA. SIDE OF RAFTER (2 PER
RAFTER TO BLK'G)
EXIST. EAVES, RAFTER
(24' MAX.)
EXISTING EAVE CONNECTION
WALLFASTENERS
SEE TABLE
PANEL
LOCKS OR 06 SMS
WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
AT EA.
AT EA COO NTACT ^ '
LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=2—oT LL=30
.�
Y '-
71 CONTINUOUS A- RAIL
ROOF PANEL
(WHERE OCCURS)
2" x 4'18"
FULL
ALUM.ALLOY
NOTE: PROVIDE WATER
6063 -TB
114 SMS 0 E L CONTACT
B�DS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24.O.C. MAX.'
WALL CONNECTION
O
2.740'
#14 SDS
8" O.C.
T=.080' -
WALL FASTENERS
SEE TABLE
SEE PAGE 33 FOR
ALUM Ts Y APPROVED ROOF PANEL
I.R. HANGER � J
HANGER / RAIL FASTENER TO FASCIA, WALL (STUD. MASONRY OR CONC.)
WIND AT 2x FASCIA AT WOOD STUD AT MASONRY (SOLID -GROUTED
DESIGN 16" O.C. CELL AT FASTENER) OR CONC.
LL=10 LL=20 LL=30 LL=10 LL=20 LL=30 LL=10 LL=2—oT LL=30
90 A B B C D D E I E F
100 A B B C D D E I E F
110 A B B C D D E E F
2" x 4'18"
FULL
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
NOTE: PROVIDE WATER
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER 24' O.C. MAX.
ZO
B�DS25412 W/A34 FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24.O.C. MAX.'
WNa
C=SDS25412 AT EACH STUD, 16' O.C. MAX.
L' �
D=3/8'0 x 4' LAG SCREW AT EACH STUD
'E=3/8'0 x 1 1/8' AT 16.O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
TYPICAL BRACKET AT EVERY 2x
•F=3/8'0 x:t 1/8" AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
22'-2'
•HILTI QUICK BOLT STAINLESS STEEL SEE NOTE 28 SHEET 1
EXIST. RAFTER
o v
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
WIND SPEED (MPH) AND EXPOSURE
90, C 100, C 110, C
2" x 4'18"
FULL
24" O.C.
NOTE: PROVIDE WATER
19'-2'
15'-3'
12'-4"
24' 12'-8" .91-10,
A
2"x 6'18,
NOTCHED
24' O.C.
TYPICAL BRACKET AT EVERY 2x
26'-0*
22'-2'
18'-1'
24" 18'-8' 14'-9'
11'-10'
2"xB' FULL OR
25X8" NOTCHED
24' O.C.
18,
-0
26''
26'-0'
26'-0'
24' 19-8' 22'-9'
18'-7'
25X8' FULL OR
25X10" NOTCHED
24" O.C.
26'-0'
-0
26''
26'-0'
24' 26'-0" 1 26'-0"
24' 4'
NOTE:
(A) MAXIMUM ALLOWABLE DECK / 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 8 30 psi
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 Pat.
3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL = 10, 20, 8 30 psf
1
O
ai
r No. C3794
kSXP. 03131/
10# L.L.=(2)#14 SMS EA SIDE
o v
�— 20#r"L.L.=(2)#4 SMS EA. SIDE
.0
U -BRACKET
PATIO VER TEA1 MFG. BY:
--
1 1/4•
OR 1 12"
NOTE: PROVIDE WATER
— �3/4'
PROTECTION METAL FLASHING
2' x 6 11r OR
CAUCK JOINTS AND SLOPE
S MIN. 3' X B' ALUM.
— TO DRAIN
RAFTER
TYPICAL BRACKET AT EVERY 2x
HORIZ WM1ND •
90, 100 6110 MPH
9208 ALPINE AVE, SACRAMENTO, CA 9682E
(916) 4ti2-7021 FAX 40.11618 pMn®dunMxn.aom
3/4" OR
— -- _
NOTE: USE LEDGER WHERE RAFTER SPACING
FOR SPAN SEE ALLOWABLE
DECKIRAFTER SPAN TABLE
I `EXISTING WOOD STUD FRAMING
°AVt LtNUIM
TOM CAMPBELL 6 ASSOCIATES, INC.
HANDER CHANNEL
2.6 OR b8 LEDGER
PATIO VER TEA1 MFG. BY:
2 EACH 1/4'0 x 3-1/r LAG SCREWS LL. -10 pd
LAP MO ER/ 0196
(I,
2 EACH 7/16'0 x 3318 -LAG SCREWS LL. -20 AND 30 pef
AND BRACKET
(3M 4x,7 ER1fr W.8
DURALUM PRODUCTS, INC.
(T MIN.PENETRATIONINTO EXISTING
„
REVISED BY:
COVER
WOOD STUD)
HORIZ WM1ND •
90, 100 6110 MPH
9208 ALPINE AVE, SACRAMENTO, CA 9682E
(916) 4ti2-7021 FAX 40.11618 pMn®dunMxn.aom
SHEET 9 OF 33
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING
NOTE: BRACKET
SEE ® FOR ATTACHMENT NOTE: PLACE -SIKA FLEX' OR SIMILAR
MATERIAL BETWEEN BRACKET AND COMP.
MAY BE MOUNTED
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL
BELOW RAFTER W/
SAME CONNECTIONS.
WALL CONNECTION O O BRACKET CONNECTION
DRAWN BY: EN.
TOM CAMPBELL 6 ASSOCIATES, INC.
HANDER CHANNEL
LIVE LOAD •
PATIO VER TEA1 MFG. BY:
LAP MO ER/ 0196
DATE: 10AV2D12
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND BRACKET
10, 20 630 pd
DURALUM PRODUCTS, INC.
„
REVISED BY:
RANCHO CUCAMONOA, CA (861) 741.2107
ATTACHMENTS
HORIZ WM1ND •
90, 100 6110 MPH
9208 ALPINE AVE, SACRAMENTO, CA 9682E
(916) 4ti2-7021 FAX 40.11618 pMn®dunMxn.aom
SHEET 9 OF 33
COLUMN / POST SURFACE MOUNT AND FOOTING EMBED MENT,DETAILS
ALUM."RACKET USE WITH
'r BRACKET POST TYPE B,C,D, OR E STEEL POST ONLY:
3 - SO. POST W/ I USE POST TYPE (3 8'0 BOLTS
(2}1112 SMS EA POST TYPE B C.O.E.F USE WITH
K F, G. H. J OR K FOR POST TYPE J
3'SO. POST SIDE OF POST OR 3' $0. POST ALUM(.-�rSR•0ACKET: s
1/4' M.B. THROUGH KWIK2BOLTS OR l QUAL 4
IN
POST STEEL•'rBRACKET: 1/2 DEPTH OF (21 12'0 BOLTS 16"INSERT
SEE NOTES BELOW USE 12}38'0 HILT KWIC FOOTING OR i 1 FCGONDR BIONS OTHER 4 y. x .188'
BRACKTPOWETO S WEDGE- BT9 oR EQUAL ) 12' MIN. EMBD. L I{ I ASTM A36
BOLTS+ OR EQUAL EACH 2%* EMBEDMENT DEPTH ;;: L I : • I STEEL
FOR KWK BOLTS)
MINIMUM DISTANCE TO 1
EDGE OF SLAB - 4' OR
TO CRACK - 10'
(I Y4" MIN. EMBEDMENT) .
SLAB SHALL BE IN
i 1�I GOOD CONDITION
3 12' MIN.
FOR SIZE
SEE FOOTING
SCHEDULEQUARI
TAB
IN BEAM SPAN LE
3' SQ. POSTS TO
)i L
! ( 12'0M.B.
POURED CONCRETE LONG, 1'
FOOTING SEE NOTE ( FROM END
OF POST
POURED
r1NJ[:Rr•TF
ATTACHED
ALTERNATE FTG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
3Q. 18' DEEP
• CUBE FTG.
FOOTING SLZE
SINGLE POSTS
EMBED.
18' 18' SQ. 12'
BOLTS
20'
21" SQ.
12'
23' 6 24' CUBED
(2)-12 0
3 1/4'
22'
25' SO.
16'
25'- 30' CUBED
(4}12'0
3 1/4'
24" 28' SO. 20'
26'
32' SO.
23'
31' - 34• CUBED
(4)4/
4'
28'
35' SO.
25'
35'- 39' CUBED
(4)3!4'0
4 3/4•
30' 39' SO. 28'
3r
43' SQ.
30'
40' - 4r CUBED
(4),WIV
4 3/4'
34'
47' SO.
32'
NOTES: BOLTS SHALL BE HILTI KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR -1917 OR EQUAL.
' 51' SQ. 34'
38' 55' SO. 3r
40' 60' SQ. 39'
42' 64' SQ. 41'
44' 68' SQ. 43'
'CUBE FOOTING W/ V SLAB
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
SQUARE
INTO
I
�`
r
�~
T.O.C.
110 MPH
•f
�
EXB&'C
EXB&C
� �
3113•
3'-6" SQ x
4'-0" SQ is
18 DEEP i
co3-
SQPOST (STL)
20' OR LESS
i
'OR FLUTED
5'-0" Sax.
SQUARE, SEE FTG.
OR4• SO. POST (STL.)
18 DEEP
SCHEDULE IN BEAM
MORA-
90, 100 a 110 MPH
INSERT
SPAN TABLE
PL.5/8'THK.
FOST EMBED. !
(916)452.7021 FAX 4 1519 tabs& ult m.00m
FOOTING
_ ll �9 lJ
NOTES: '
1. DO NOT USE ALUM. 'r
BRACKET WITH 3X8 BEAM
WANSERT, MAG BEAM, 4- OR
r I.BEAMs.
i
2. POST TYPE E
INSTALL WASHER PLATE
2-XN'X5J4'AT
STEEL T BRACKET.
3. POST TYPE F
DO NOT USE STEEL T
BRACKET W/r 143EAM.
Ill
WELDED STEEL BASE PLATE
BASE PLATE SCHEDULE i
PLATE SIZE MAYBE USED WITH POST TYPE, SEE SHT. B
9' SQ. x &r B, C, D. F, G, 6 H .
FREESTANDING
BASE PLATE ANC OR
BASE PLATE ANCHOR BOLTS (SIZE 6 TYPE)
(4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS
9"x8'x 518' STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 314' EMBEDMENT DEPTH)
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C 1
EXB&'C
EXB&C
10' OR LESS
T-4" SQ x
3'-6" SQ x
4'-0" SQ is
18 DEEP i
18 DEEP
18 DEEP
20' OR LESS
4'-0' SQ x
4'-7" SQ x
5'-0" Sax.
18 DEEP
I
18 DEEP
18' DEEP'
o. C37U8
'PL0313Uh,
-LAV
DRAWN BY: E.N.
TOM CAMPBELL ✓! ASSOCIATES, INC.
COLUMN
LIVE LOAD =
PATISYSTEMAS MFG. BY:
IAPMO ER/ 0195
NONE 12
SCALE1 NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SURFACE MOUNT
I
10, 20 8 30 pt1
OURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONOti CA (961) 741,2107
AND EMBEDMENT
MORA-
90, 100 a 110 MPH
8269 ALPINE AVE. SACRAMENTO. CA BW26
(916)452.7021 FAX 4 1519 tabs& ult m.00m
SHEET; 10 OF 33
.61"
2.00" 1
9.
2.5r
2.t9• �-
2.08"
038" R.F. GUTTER
FASCIA -ALUM. O
ALLOY 3004-136 A
6.5" ROLLFORMED
r W-1
SPLICE
O WHERE
•
070'
TYP.
ALU80M..�ALLOY
O4" I -BEAM
3' _TL
.042"
8"
ALUM. ALLOY 30W -H30 O
OR EQUAL
3 x 8 BEAM W/ STL. INSERT
HEADER BEAM TYPES & ATTACHMENT DETAILS
GUTTER EXT. CLIP I GUTTER EXT. CLIP
SPLICE WHERE
OCCURS
4.8'
,•
I-- 2.r —�
ALUM. ALLOY O
6063-T6 B
4.5" GUTTER
4'
5
4 �
ALUM. ALLOY
808178 O
G
7" I -BEAM
��� 3' e
042*
ALUM. ALLOY 3001+138 _T
OR EQUAL
SPLICE WHERE
OCCURS
ow
TYP.
SPUCE WHERE
OCCURS
Al6U0M63- ALLOY ALW663-TS
MAG. GUTTER O I MAG BEAM
p.Y�iy
q 2" 2-
B 5m
C37948
.042'
ALUM. ALLOY 3MI836 OR EQUAL
J
2 x 6 RAFTER
��� 3' e
.042"
I -T
ALUM. ALLOY 3004+Ki8
OR EQUAL
OM DBL. 3 x 8 BEAM ON
DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT
3.00" SQ.
__-J1.00r--
ZR".
ASTM A653 GRADE 40
O3" SD. STEEL BEAME
f MAX. 2' i-�— 8.6'
.032•
ALUM. ALLOY 3004-H36 OR EQUAL J
DBL. 2 x 6.5 BEAM
T•12OR14GA.
7.8 W ASTM AM GRADE 50
.625'
2.875" I -
3x8BEAM O
STEELINSERT
3.0"
042*
8.0* 8.0•
Ut
ALUM. ALLOY 30044136
OR EQUAL O
K
3x8BEAM
.375"
T-0.125'
6.858' ALUM. ALLOY808>TO
.375'
I-t7s•-I
7"I-BEAM"C" o
SPLICE / INSERT
DRAWN BY: E.N.
DATE: I=IreGI2
TOM CAMPBELL 6 ASSOCWTES, INC.
LIVE LOAD'
10, 20 & 30 Pd
PATIO COVER SYSTEM AS MFG.:
DURALUM PRODUCTS, INC.
IAPMO ER10185
SCALE: NONE
1
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM TYPES
HORQ. NAND •
8238 ALPINE AVE.. SACRAMENTO. CA 05828
l(9I8)452-n2I
11
REVISED BY:
RANCHO CUCAMONGA, CA (951) 741.2107
90. 100 8 110 MPH
FAX 403.1519 u1ese0mit m.00m
SHEET 11 OF 33
SPLICE DETAILS 11 BEAM TO POST DETAILS 12
SIMPLE SPLICE FULL MOMENT
.3� ) 1'( 15 .5-
)SMS
3'
TOYSII #12 S.M.S. II
TYP. THICKNESS = .035 - (24 TOT
TYP. THICKN PSS =.035-
t
II + - + - ++ + + + + ++
ALUM. ALLOY 3004-H36 ALUM. ALLOY 3004H36
.OR 6063 -TS 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
SPLICES - ROLLFORMED & EXTRUDED FASCIAS
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12• SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
I-- 3' --I
SPLICE VMERE �.
OCCURS
.070"
TYP.
ALUM. ALLOY
8063 -TB
4" 1 -BEAM
TOTAL= (B}1/Y0 BOLTS
i
(2)#10 S:M.S.@ EA I
1, 5'
O
4.5'
Ll
O' O
O O
mE
a
=== I
1.0"
2. 0'
O O
DATE: t0A1/l012
SCALE: NONE
NOTCH I -BEAM FLANGE
UTHRU-SOLTS@4-1-BEAM,
143EAM ALUM ALLOYAS
NEEDED TO CLEAR
8061-T8) ALTERNATESO
POST,CONNECT'WEB
STL C-BEAMTO
POST W/ (2) - SM;
MOMENTCSPUCE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE C -SPLICE (ONE SIDE OF WEB) MAYBE USED.
SPLICE Ww_RE
OCCURS .11'
TYP.
ALUM. ALLOY
8083-T6
7" I -BEAM
MOMENTCSPUCE
I
i
(2)#10 S:M.S.@ EA I
1, 5'
O
4.5'
Ll
O' O
O O
mE
a
=== I
16" 1'
MOMENTCSPUCE
I
i
(2)#10 S:M.S.@ EA I
TOM CAMPBELL & ASSOCIATES, INC.
VALLEY, TYP.
mE
a
=== I
or=Q
w
=_ �.
�.
DATE: t0A1/l012
SCALE: NONE
NOTCH I -BEAM FLANGE
UTHRU-SOLTS@4-1-BEAM,
143EAM ALUM ALLOYAS
NEEDED TO CLEAR
8061-T8) ALTERNATESO
POST,CONNECT'WEB
STL C-BEAMTO
POST W/ (2) - SM;
RANCHO CUCAMONGA. CA (961) 741-2107
`ONS ! SO. POST
���
r I( e)EM1s0 THau BOLTS
YSjA�'L F
I� BEAM TO
POST CONN.
i
o. C37948
MINs�
#12 METAL BACKED, I
NEOPRENE WASHERED
TEK SCREWS @ B' O.C.
MAX. STAGGER IN BEAM t
FLANGE I
I
ROOF PANEL
.
I
jl
I
I
'I' SM. OR;
4'x3' ALUM.
7'x4' ALUM.'I' SM.
AT T 1 -BEAM:
ADD 'C' SPLICE X 118' LONG
(4)-1/4.0 M.B. BEAM
AT ALL COLUMNS -
TO BRACKET
I
(CENTER AT COLUMN).
SECURE TO I -BEAM
W/ 9414 TEKISCREWS
EQUALLY SPACED -
1' FROM ENDS.
2- 3/8.0 M.B. THRU sTL. -T'
BRACKET TO POST,
POST, SEE SCHEDULE
I
}
!ALTERNATE BEAM TO POST CONN. I
DRAWN BY: E.N.
TOM CAMPBELL & ASSOCIATES, INC.
LIVE LOAD •
PATIO ER M AS MFG. BY:
IAPMOER110195
DATE: t0A1/l012
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
BEAM
SPLICE DETAILS
- 10.20650 Pe! I
DURALUM PRODUCTS, INC.
i
REVISED BY:
RANCHO CUCAMONGA. CA (961) 741-2107
go.tt000a 110lormi
ALPINE AVE. SACRAMENTO. CA 95Bze
(915)452-7021 FAX403.1519 mftsG0 him.mm
SHEET 12 OF 33
OPTIONAL DECORATIVE FASCIA
( WOOD, ALUM. OR HARDSORD )
�. 4414 x 1/1' S.M.S. EACH SIDE OF 3"
so. PosT (s TOTAL
ALTERNATE' 1/4.0 T WI WASHER
/ EA. SIDE OF 3" SO. POST
3' SO. POST
K 1/2' S.M.S. EACH SIDE OF 3'
IST(B-TOTAL)
(NATE. LT WI WASHER
DE OF 3" SO. POST
3.3. 000` 3" SO. POST
1'-0"
GUTTER FASCIA
2'-0'
6 - #14 SDS
MAG BEAM
3"SQ. STL. BEAM
3' So. POST
13
DATE: 10,01/2012
NONE
COMMERCIAL AND RESIDENTIAL' ENGINEERING
ATTACHMENT
ALUM: ALLOY 3105-1-125
!260 ALPINE AVE., BACRAAIENTO, CA 00!20
1.50� I - 1.50"
.28" L � 2" I 2.
REVISED BY:
RANCHO CUCAMONGA CA (01)141-210?
.018"
00. 100 a 110 MPH
(0163 JIU-Mt FAX 103.1516 s dudm.00m
SHEET 13 OF 33
1 1/2" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-1-125
.28" 3" 2n
.018
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 W ALUM. OR
TEEL POST
H - BRACKET TO POST
#8 x 2'SMS, 2 1/2"
1 117 SQ., 2" SQ.,
OR 2'x3' LATTICE
3" O.C. MIN.
" TO 6'O.C. MAX.
LATTICE TUBE TO RAFTER 17
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0'
6 - #14 SDS
Y -O"
12 - #14 SDS
FASTENER SPACING = 3/4'
#14 x 12' S.M.S. TOP
8 SOTT. (2}TOT.
ROOF PANEL
ROLLFORMED OR
EXTRUDED GUTTER
#14 S.M.S. ®12.O.C.
FASCIA
6 1/2 x2"iLO24
RAFTER
FASTENER TO FASCIA - SEE TABLE
— FASTENER TO RAFTER TAILS - SEE TABLE
/� —OPTIONAL LATTICE TUBES
\ \AT OVERHANG
q, FASTENER B
0o v GROUP
00
ALUM. BRACKETX
2- 1' 'L' SEE TABLE
RAFTER "TAIL" TO GUTTER 15
No. C371148
P. 03/31ii�
� 1 1/2"
(4) - #14 x 3/4"TEK SCREWS
BRACKET TO RAFTER 1
1112'
O
X
I =.040" (a 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
DRAWN BY. E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
BEAM TO POST
LIVE LOAD •
10.20 d 3o pal
PATIO R MFG. BY:
OURALUM PRODUCTS, INC.
IAPMO ERA 0100SCALE:
DATE: 10,01/2012
NONE
COMMERCIAL AND RESIDENTIAL' ENGINEERING
ATTACHMENT
HORIZ WIND •
!260 ALPINE AVE., BACRAAIENTO, CA 00!20
REVISED BY:
RANCHO CUCAMONGA CA (01)141-210?
00. 100 a 110 MPH
(0163 JIU-Mt FAX 103.1516 s dudm.00m
SHEET 13 OF 33
DOUBLE RAFTER CONNECTION DETAILS
BEAM TO POST CONNECTION
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD
/BEAM SPLICE TO
'
'
..)BEAM
OCCUR DIRECTLY OVER 5/8" 0 PLASTIC
1 t/2.OR YLATTiCE #8 S.M.S.\
I POST. NOT PERMITTED
NAL 6 SCREWS I @ 2 -POST UNITS PLUG WHERE i
ALTERNATE,rz'
BOLT CONNECTIO DOAU
NBLE RAFfE gS
FMC PER SIDE
I SCREW IS INSIDE
#14 SMS MAY
1
ALTERNATE: pp�
4414 S.M.S.3.5
alp
CONNECT,ONS
NORM WIND • i
BE USE AS
ALTERNATE TO I
RAFTER TOC OAF .
90,100 a 110 MPH
p
. SHEET 14 0F 33
3.Si
» }
CONNECT. Z
3.5"
1/4"0'BOLTS
~ No
C37948
*
8• BEAM
_
,•
.03/31/1 aOR a
5"
_
I
4s a
SEE NOTES
#
�•
I
BELOW I I
6 U2' SIDEPLATE EA.
i
i SIDE SEE POST SCHED.
3•x 3'STL.POST (24')
INSERT ATTACHED OR
D
ALTERNATE :
(2}2x 5' OR
14 SMS EA. SIDE
TOP, MID HEIGHT I
1
i
3'x 3'STL.POST COLUMN3'SO.
FOR FREESTANDING
(2}3'XB'HEAOER
AND BOTTOM. OST BETWEEN SIDE PLATES ;
(2)1rz•eolr
BEAM TO POST CONNECTION 21
I
2 X 8.5• SIDEPLATE
�1
-POST SCHEDULE
DBL. RAFTER / DBL. HEADER CONN. 19
7
3" SQ. x .032" + (2}2" x 6 1/2" x.024' (3" SQ. x .032" + (2}2" x 6 1/2" x
W/ (6)-1114 S.M.S. EACH SIDE. 2 W/ (8)-#.14 S.M.S. EACH SIDE.
1032"
1
USE ON CONC. SLAB ONLY I USE ON CONC. SLAB OR FOOTING.
S.M.S. EACH SIDE
F#8LATTICE 1 1/2' OR 2'
EXISTING
SHEATHING 2-A)SW.024- I
ALUMINUM MEMBER W
`
DBL: 3X8•X.042 BEAM
-
� WOOD FILL OR I
OR DBL. 2'X8.5'X 032' BEAM
3 ZW NOMINAL LEDGER
2'x8.5' OR 3'x8• RAFTER
(NEW OR EXISTING).
o
ALTERNATE: 1/2' BOLT
w
f o o
l
�
D
ALTERNATE:
to
(2) SIMPSON SDS25600
I
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
i
(4 TOTAL)
(
5/8' 0 ACCESS HOLES
INSTALL 6 -114 X V4'
ALTERNATE:
!
3' SO. POST
LONG SDS ®`EACH
(2} 226.5' OR (2}3'x8" HEADER
EXISTING
HEADER TO COLUMN
ALTERNATE;
t• STUCCO OR EQUAL I
(12 FASTENERS PER
3' x3'x0.024• (1) - 1/2' BOLT OR
CONNECTOR (2} #14 S.M.S. EACH RAFTER
2.5' PENE. INTO EACH WOOD STUD
CONNECTION)
EXIST. STUCCO / LEDGER i
DOUBLE HEADER TO
STUB COLUMN TO DOUBLE HEADER CONN. 20
ATTACHMENT DETAIL 22
COLUMN DETAIL '23
IAP►10 EW 0195.
DRAWN 9r: E.N.
12
DATE:.'
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD
TIO COVER SYSTEM AS FG. BY:
SCALE NONE
NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
LATTICE
10, 20 8 30 pd ,
DURALUM PRODUCTS, INC.
1
REVISED BY:
RANCHO cuC.WONGA a 1¢511 T�1 2107
CONNECT,ONS
NORM WIND • i
6259 ALPINE AVE., 9ACRAMENTG• G 95829
90,100 a 110 MPH
(9,5►N452 ?021 FAX a3.ts19 ade�dWRSW m 00m
. SHEET 14 0F 33
MINIMUM NUMBER OF REQUIRED COLUMNS
FOR ATTACHED COVERS
�o
c;
2"X6.5"X0.024" SIDE PLATES
POST 0
90 MPH
100 MPH
110 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
5'
2
2
2
3
3
I 13
6'
1 2
3
3
3
3
14
7'
3
3
3
1 4
4
j4
8'
3
4
3
4
4
15
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
L;
2"X6.5"X0.032" SIDE PLATES
POST �2
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
L.13'
__:
3
4
3
4
4
5
NOTE: MINIMUM NUMBER OF REQUIRED TYPE D COLUMNS AS SHOWN ON SHEET 8
SEE SHEET 8 FOR POST TYPES !
„c,\OVAL F�
\gAY Cq�q i
r
No. C37948 ,
DRAWN BY: E.N.TOM
CAMPBELL & ASSOCIATESSYSTEM
, INC.
MINUMUM
LNE LOAD'
10, 20 6 20
AS MFG. 8
PATIO COVER Y:
OURALUM PRODUCTS,INC.
LWMO ERI 0185
DATE 1&01/2072
SCALE NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I RANCHO CUCAMONGA.ICA (831) 741-2107
REQUIRED COLUMNS
pof
NORM WIND •
8288 ALPINE AVE., SACRAMENTO, CA M5028
'
SHEET 15 OF 33
REVISED BY:
8o, 100 6 110 MPH
(815) 452.7021 FAX 4031518 WM@d1r1V11.tl0I11
I
10# L.L. 90 MPH - ATTACHED SOLID COVERS i 12' OR LESS EXP. B & C
TOM CAMPBELL 8 ASSOCIATES, INC.
POST s AMCCIirDio TABLE
6.5" R GLBLFFOORMM /
4" I -BEAM
4.5"/ MAG GUTTER
IAPMO ER/ 0195
3" SQ. STEEL BEAM
7" I -BEAM
FREESTANDING
III 20 830 Dd '
MAXPOST
SPACING
FTG
(IN.)
MIN.
POST
FTG.
MIN.
POST
MAX•POST
SPACING
FTG
MIN.
POST
FTG
MIN.
POST
MAXPOST
SPACING
FTG.
MIN.
ppgT
FTG.
MIN.
POST
MAXPOST
SPACING
FTG
MIN.
FTG.
MIN.
MAXPOST
FTG.
MIN.
FTG
MIN.
5
m 3
MAX.COL.
ix
ON SCLAB.
(SPAN)
TYPE
(IN.)
TYPE
(SPAN)
(IN.)
TYPE
(IN.)
TYPE
(SPAN)
IN.
( )
TYPE
(IN.)
TYPE
(SPAN)
(IN')
POST
TYPE
(IN.)
POST
.SPACING
(IN' �
POST
(IN.)
POST
TYPE
(SPAN)
TYPE
TYPE
5'
13'-7"
11'-1'
23
B
13'-4"
24
B
12'-8"
24
B
9'-7"
22
23'-2"
29
9'-9'
24
11'-9"
26
11-2"
25
8'-10'
23
B
20'-4"
31
B
B'
11'-4"
10'•1'
24
B
12'-2"
25
B
11'-8'
25
77�26
B
9'-1"
23
121'-2"
30
8'-10'
25
10'-9"
26
10'-3'
8'-4':
24
B
18' 8"
32
B
7'
9'-8"
9'-4"
24
B
11'-3"
26
B
10'-9'
25
B
8'-8'
24
19'-7'
31
8'-3
25
10 -0'
27
9!-6-
27
8'-0"
25
B
1 T-3'
i
32
B
8'
8'-6"
8.9' ,
25
B
10'-7"
26
B
10'-1"
26
B
8'-3'
24
18'-4"
32
7--g-
26
9'-4'
28
10"
27
T-6'
26
B
16'-2'
33
C'
9'
T-7"
8'-3=
25
B
10'-0'
27
B
9'-r
27
B
8'-0"
25
B
1 T-4"
32
7'-3"
26
8'-10"
28
8' 6'
28
7'-1'
26
15'-3"
34
C
10'
6'•9'
r-10"
26
B
9'-6"
27
B
9'-1"
27
B
7'-7'
26
B
16' 64-6"
3
T-0'
27
8' 4"
29
8'-0"
28
6'-81
27
C
11'
6'-2'
7-7"
26
B
9' 1"
28
B
8'-8"
28
B
7'-3'
26
15'-8'
33
6'-8"
27
8'-0"
29
T-8'
29
6'-4"
27
B
_3'-10'
35
C
12'
5'-8"
7-2"
27
B
8'-8"
28
B
8'-3'
28
B
7'-(
26
B
15'-1'
34
6'-4"
28
T-8"
30
4
29
6 -2"
28
13'-3'
35
C'
13'
S'-2'
T-0"
6'-2'
27
28
B
8'•4'
29
B
8'-0'
29
;f_30
B
6'-8'
27
B
14'-6'
3:3
C -
'-'E
T 4'
30
T-1'
30
5'-101
28
12'-9"
36
L.L. 90
MPH -
FREESTANDING
SOLID
COVERS
12'
OR
LESS
EXP. B
& C
5,
12'-0' 28
G
14'-6" 29
3
G
13'-9" 29
G
10'-2' ' 26
25'-2' 34 I
11'-3' 29
T 7- 30
H
13'-0" 30
H
9'-9" 28
G
23'-8" 35 J '
22'-2" 32 1
6,
z7
G
12'-9' 28
G
12'-8" 28
G
9'-r 26
10'-3' 28
12'-1' 29
11'-10' 29
9'-2"' 27
G
20'-6' 32 I
34 EJ
7,
10'-2" 26
G
11'-10" 28
G
11'-8" 27
G
9'-1" 26
9'-r 28
11'-2' 29
11'-0' 29
8'-9" 27
G
19' 4" 33
19'-3" 31 H
8'
91-619,
G
11'-1' 27
G
11'-0" 27
G
. 8'-9" 25
9'-0'
10' 4' 28
10'-3" 28
8'-4" 27
G
1 T 4" 32 J
17' 6" 30 H
9'
9'-0"
G
10'-6" 27
G
10'-4' 27
G
8'�" 25
8'-0'
9'-5" 28
9'-9' 28
8'-1' 27
G
16' 4' 32 I
16'-7" 30 H
10'
8'-7=
G
9'-6" 26
G
9'-10" 26
G
8'-1" 25
8'-1"
8'-11" 28
9'-3' 28
7'-9' 28
G
ON
15'-7" 32 I
15'-10" 30 G
11'
8'-2' 271G
9'-1' 27
G
9'-4" 27
G
7'-10" 27
7'-8'
8'-r 29
-10" 29
7'-4" 29
G
4'-4" 31 S
14'-r 29
12'
T-10" 28
G
8'-9" 28
G
9'-0" 28
G
7'-T 28
7'-4" 29
7'-11" 29
8'-6' 29
T-1" 29
G
13'-8' 31
No.
13'
T-7= 28
G
8'-1' �28
G
8'-8" 28
G
T-1' 30
H
7'-7" 30
H
8'-2" 30
H
6'-9' 30
H
13'-2" 31
FOOTNOTE: 'SAMPLE*
FO�OTTING SHOWN REPRESENTS LENGTH OF r THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
WHERE SLAB OCCURS, CUBED FOOTING Stu
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS FIGURE INDICATES EXPOSURE 8 -jaI
.COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B d C.
SHT.10 FOR ATTACHED 8 FREESTANDING COVERS t
DRAWN BY: E.N.
DATE: 10A1!l012
TOM CAMPBELL 8 ASSOCIATES, INC.
POST s AMCCIirDio TABLE
LINE LOAD =
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ER/ 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
III 20 830 Dd '
DURALUM PRODUCTS, INC
REIlIBEO BY:
RANCHO CLMJIMONGA. CA (861) 741.2107
ND
1tt
SACRAMENTO. CA 96628
10O tL L BO MPH
�• 6 0 MAI9
1668 4 62-7921 FAIT 40S15
SHEET 16 OF 33
10#
L.L.
90 MPH - ATTACHED SOLID COVERS
POST SP LID TABLE
LIVE LOAD"
A>I Pd
PATIO• -
OURAL PRODUCTS, INC.
APMO ERA 0185
DATE: 10A12012
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEER
12' OR LESS
EXP. B & C
a
DBL. 2"4.5"x.032" BEAM /
3"x8" BEAM
REVISED BY:
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM w/INSERT
(916) 462-7021 FAX 403.1519-0""GOWA .Com
DBL. 3"x8" BEAM
EACH w/ A 3"x8" STL. INSERT
MAX.POST
SPACING
MAX.POST
SPACING
FTG.
MINPOSST
FTG.
MAX.POST
SPACING
FTG.
MPOST
FTG.
MAX.POST
SPACING
MIN.POST
g
O
MAX.COL.
SPACING
MAX,POST
SPACING
p
FTG.
T
O
°a0
I-
ON SLAB 1r
FOR DBL
FOR x B'
(IN.)
TYPE
(IN.)
POST
TYPE
(SPAN)
(IN.)
TYPE
(IN.
POST
TYPE
(IN.)
GIN. ST
TYPE
(INS
TYPE
(SPAN)
ING•
( )
TYPE
(IN.)
TYPE
F
2"x8.5'x.0
A
BEAM
5'
13'-7"
9' 10"
10'-2"
22
B
14'-2"
25
B
21'-1'
28
B
29'-8"
32
C
,
5
8'-9"
9'-0"
23
12'-7"
26
18'-7'
30
26'-2'
33
6'
11'-4"
9'-1" 9'-3"
23
B
13'-0'
26
B
19'-3'
29
B
27'-2"
33
C
6,
8'-0"
8'-2'
24
11'-0'
27
1 T-0"
31
23'-10
34
7'
9'-8"
8 -4" 8'-7"
24
B
12'-1 "
26
B
1 T-1
30
B
25'-2"
34
C
�,
T-6"
7'-7"
25
10'-8"
28
15'-9'
31
22'-2"
35
8'
8'-6"
7'-10" 8'-1"
24
B
11'-3'
27
B
16'-8"
31
B
23'-T
34
C
8'
T-0"
T-1 "
25
10'-0'
28
14'-9'
32
20' 8"
36
9'
7'-7"
7,-6" 7'-7'
25
B
10'-8"
28
B
15'-9'
31
B
22'-2'
35
E
91
6'-7"
6'-9"
26
9'-4"
29
13'-10"
33
19'-7"
37
10'
6'-9"
7'-1" 7'-3"
25
B
10'-2'
28
B
15'-0"
32
C
21'-1"
36
E
10'
6'-3"
6'.4"
26
9'-0"
29
13'-2`
33
18'-7"
37
11'
6'-2°
6'-9' 6'-10"
25
B
9'-8"
29
B
14'-3'
32
C
20'-1'
36
F
11'
6'-0"
6'-1"
27
8'-7'
30
12'-7"
34
1T-8"
38
12'
5,_8.
6'-6" 6'-8"
26
B
9'-3"
29
B
3 -8"
33T9'
C
--3r----
37
F
12'
T-9"
5'-10"
27
8'-2'
30
12'-1"
34
1T-0"
38
13'
5'-2"
6'-3'5-7" 6-4'S-8"
2 28
B
8'-107'-10"
2931
B
13'-11
3335
C
18'-66
3739
F
13'
7"
3"
10#
L.L.
90 MPH - FREESTANDING SOLID COVERS
12' OR
LESS
EXP. B & 1
10'-4"
9'-T 29
G
15'-6"
30
G
26'-3'
34
J
32'-3"
36
J
5,
5'
9' 4"
8'-10" 30
H
14' 6'
31
H
23'-6"
24'-0"
35
33
J
30'-3"
38
s,
9'-1" 8'-9" 28 G
14'-1" 29 G
29'-6"
35
J
6
8'-7"
T-10 29
G
13'-3"
30
H
21'-6"
22'-3"
34
32
J
2T-8"
37
7,
8'-6' 7'-10" 27 G
13'-1" 28
G
2T-3"
34
J
T
T-7"
7'-0- 28
G
12'-3"
30
19'-10"
20'-9"
34
32 1
25'-8"
36
8'
8,
7'-7" 7'-3" 28
12'-3' 28 G
25'-T
34
J
7'-2"
6'-6" 29
11'-7"
29
18'-T
19'-8"
33 J
31 I
24'-1"
35
9'
9,
7'-2' 6'-8" 28
KG
11'-7" 27 G
24'-2"
33
J
8'-6"
5'-11 30
10' 6'
28
1 T-7"
18'-8"
33 J
31 H
22'-8'
35
6'-7" 6'-3" 29
11'-0" 27
G
22'-1
3310
J
6'-3"
5'-7' 31
10'-0"
28
16'-8"
1T-9'
32 I
31 H
20'-8"
34
�(
6'-3" 5'-9" 30 H
10'-1" 27 G
21'-1'
32
J
11'
5'-8"
5'-4' 32
I
9' 6'
29
5'-10"
17 - "
32 I
30 H
19' 10"
34
5'-10" 5'-6" 31 H
9'-8" 28
G
2 -2'
32
J
12'
5' 6"
5'-0" 33
J
9'-1"
29
16'-4A
32 I
31 H
3a
a
13'
5' 7" 5'-4..... 31�� H
9'-3- 28�^ G
19'x"
32
13,
n,_o•
u
�•
IR' 9•
35
.J
FOOTNOTE: 'SAMPLE' l t�, EXP. 03/31
FOOTING SHOWN REPRESENTS LENGTH OF • THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE FIGURE INDICATES EXPOSURE B r\l�'
EACH SIDE AND DEPTH OF CUBED FOOTING WRHOIlT SLAB. THE SMALLER Of THE MAXIMUM SPACING SHOWN IN THIS
WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES
MAY BE REDUCED 8' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. IS 6 C, "'�---,-"„r•
SEE ALTERNATE FOOTING TABLES
SMT 10 FOR ATTAC:MEC1 L EREEST"NR,NCS COVERS
DRAWN BY: E.N.
TOM CAMPBELL 6 ASSOCIATES, INC.
POST SP LID TABLE
LIVE LOAD"
A>I Pd
PATIO• -
OURAL PRODUCTS, INC.
APMO ERA 0185
DATE: 10A12012
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEER
FREESTANDING
OR110.
¢• WINO •
IN
62E8 ALPINE AVE., SACRAMENTO, U 0562E .
•
REVISED BY:
RANCHO CUCAMONG+I CA (061) 7 1.2107
AND ATTACHED
10 A L.L. 100 MPH
90,100_& 110 MPH
(916) 462-7021 FAX 403.1519-0""GOWA .Com
SHEET 17 OF 33
DRAWN BY: E.N.
DATE.0t2
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
P0.SPACING TABLE
LIVE LOAD"
PACOVER SYSTEM AS MFG. BY:
IAP110 ER1/ O1Bb
SE: NON
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEEAING
FRFRFESTA►DING
10, 20 6 30 p"f I
USCALE:TIO
ID RALUM PRODUCTS, INC.
i
REVISED BY:
10# L. L. 100 MPH
- ATTACHED
SOLID COVERS
8268 ALPINE AVE., SACRAMENTO, CA 86628
I
10 i LL 80 MPH(gill)462-7021
12' OR
LESS AXP. B & C
SHEET 18 OF 33
6.5" ROLLFORM /
MAG BEAM
4" I -BEAM
4.5" / MAG GUTTER
3" SQ. STEEL BEAM
7" "I -BEAM
MAX.POST
SPACING
(ING'
MIN.7tIN
POST
•POST
SPACI)
MIN.
MIN.
POST
MAX•POST
MIN.
POST
MIN.
POST
•POST
SPACING(SPAN)
MIN.
MIN.
MAX POST
SPACING
MIN. I
MIN.
:3§
MAX.COL.
SPACING
ON SLAB*
TYPE
(SPAN)
(IN.)
�
(N)
TYPE(SPANG(N
(NG
TYPE
(SPAN i
)
(N.)FTG
QST
TYPE
(IN.)
POST
(ING
POST
(NG
POST
TYPE
(SPAN)
TYPE
TYPE
5'
13'-7'
8'-9"
24
25
B
12'-0" 25
B
11'-6"
25
B
9'-0"
23 B
20'-9" 30
10'-7" 26
10'-1"
26
8'-3'
24
18'-4" 32 B
6'
11'-4" 91-11
8'-1'
25
26
B
11'-0" 26
B
10'-6"
26
B
8'-6'
24 B
19'-0" 31
9'-8' 27
9'-3"
27
7'-9'.
25
18'-9" 33 B
T
9'-8"
T-6-
25
26
B
10'-2" 27
B
9'-8'
26
B
8'-1"
25 B
17'-8" 32
91-0- 28
8'-7"
28
T-2"
26
15'-T 34 B
8'
8,-6" T-10"
7'-0"
28
27
B
9'-7" 27
B
9'-1'
27
B
7'-7-
25
B
16'-6" 133
8'-8" 29
8'-1'
28
6'-9'
27
14'-7" ! 34 C
9'
7'-7" 7-6"
26
B
9'-0" 28
B
8'-7"
28
B
T-2"
26 B
15'-7" i 34
8'-0" 29
7'-7'
29
6'-4' 1
27
13'-9" 35 C
10'
6'-9" T-1-
6-3'
27
28
B
8'-7- 29
B
8'-2"
28
B
6'-10"
27 B
14'-9" 34
T-7- 30
T-2"
29
6'-1'I
28
13'-1' 36 C
11'
6'-2" ''
6'-0'
27
28
B
8'-2" 29
B
T-9"
29
B
6'-7"
27 B
14'-1" 35
T-3" 30
6'-10"
30
5'-9"
28
12'-6' 36 C
12'
S'-8" 6'-6"
5'-9"
28
29
B
7'-10" 29
B
T-6"
29
B
6'-3"
27
B
13'-7" 35
7'-0" 31
8'-7'
30
5'-7-
29
12'-0' 37 C'
13'
5'-2" 6'-3-
5'-7'
28
B
7'-7" 30
B
T-2"
29
B
6'-1"
:2:8:29:jB
13'-0- 36 C
29
6'-8" 31
6' 4'
31
5'-4"
11' -IV 37 E
10# L.L. 100: MPH
- FREESTANDING SOLID COVERS
12' OR LESS EXP.& C
29 G
10'-730 H
12'-9' 30 H
13'-1` 30
H
9'-10"
G
,B
23'-1 35
12'-6' 31 1
12'-3" 31
9' 4"
21'-6' 36 J
g,
10'-4' 28 G
9'-8" 29
12'-2" 29 G
12'-0" 29
G
9'-3"
G
21'-1' 34'
11'-4" 31 H
11'-2' 31
H
8'-10'
19'-8" 35 J
7.
9'-8" 28 G
11'-3" 29 G
11'-2" 29
G
8'-9"
19'-7" 33
9'-0" 29
10'-6' 30 H
10' 4' 30
H
8' 4'
G
17'-6' 34 J
8'
9'-1' 27
G
10'-7" 28
G
G
8'-6"
G
17'-7" 32 ;
9'-5" 29
8'-1"
16'-4" 34 I
9'
8'-7" 27
8'-0' 29 G
9'-6` 27
G
a9'-42
G
8'-2"
G
16'-7" 32
8'-11 29
7'-8"
15' 6" 33
10'
8'"2" 28
7'-7" 30 G
9'-0" 28
G
G
7'-9"
G
15'-9' 31 H
T-9"
8'-2" 30
7'-3'
14'-2- 32 I
11'
29 G
8'-8" 29 G
9'-0" 29
G
7'-6"
G
15'-0" 31 H
7'-3' 30 H
T-9" 30 H
8<4" 30
H
7'-0"
H
� 2 I
12'
7'-6" 29 G
8'-0` 29 G
8'-7' 29 G
T-2'
G
13,1 " 30 H \0
F
7'-0" 31 H
7'2.
7'-5' 31 H
8'-0' 31
H
6' 8'
H
2'-10 32
13'
30 G
7'-8" 30 G
8'-3" 30 G
6'-10'
G
SARA
13' x' 31 P
32
8'-8' I
6'-11' 32 I
7'-8" 32
1'
6'-0"
I
11'-10" 32
,�
I
NOTE:
FOOTNOTE: •SAMPLE• O• C37
Me
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
• THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN N THIS
FIGURE INDICATES EXPOSURE B
1/��
.. WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6• EACH SIDE FOR FREESTANDING ONLY.
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
,
7a
FIGURE INDICATES
SEE ALTERNATE FOOTING TABLES
9HT 1!1 FAQ ATT.PU . c et..,n,.,n
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C. T H
DRAWN BY: E.N.
DATE.0t2
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
P0.SPACING TABLE
LIVE LOAD"
PACOVER SYSTEM AS MFG. BY:
IAP110 ER1/ O1Bb
SE: NON
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEEAING
FRFRFESTA►DING
10, 20 6 30 p"f I
USCALE:TIO
ID RALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONGA, CA (861) 741-2107
AND ATTACHED
ON
8268 ALPINE AVE., SACRAMENTO, CA 86628
10 i LL 80 MPH(gill)462-7021
80� 11 At-
FAX 403.1518 m",
SHEET 18 OF 33
10# L.L.
100 MPH - ATTACHED SOLID
COVERS
� V
IAPMO ERM Otos
DRAWN BY: EA
DATE: 1010112012
TOM CAMPBELL &ASSOCIATES, INC.
SOLID
POST SPACING TABLE
12' OR LESS
EXP. B & C
-'f
DBL. Tx x8" BEAMBEAM /
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RANCHO CUCAMONGA. CA (961) 7414107
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM w/INSERT
SHEET 19 OF 33
DBL. 3"x8" BEAM
nO
EACH w/ A 3"x8" STL. INSERT
3
MAX.COL.
SPACING
MAX. POST
SPACING
MAX.POST
SPACING
FTG.
NPE
MAX.POST
SSFCANj
MAX.POST
SPACING
'
SPACING
FTG.MIN.
1-
ON SLAB •
FOR DBL
FOR 3"x 8-
(IN.
(LNG
POSTTYP
(NG.
PM
TYPE
TYPE
(NG.
ME
(NG.
E
(NG.
POST
(NG nPE
2 x6.5'X.032
BEAM
5'
13'-7"
8'-10"
10'-2"
22
B
14'-8"
31
H
19'-0"
29
B
26'-8'
33
T-10"
9'-0"
23
13'-8"
32
I
16' 8-
31
23'-6'
34
C
5,
6'
11'-4"
8'-2' 9'-3"
23
B
13'-4;
30 H 1 T
30
B
24'-4'21'-0"
34
C
6,
7.-2"
8'-2"
21-6"
31
I
15•-0.
5
�,
9,-8"
T-7" 8'-7"
24
B
12'-6"
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
25
10' 6"
30
H
13'-3"
33
18'-8"
37
E
9'
T-7"
6'-8" 7'-7"
25
B
11'-0"
29 G 14'-2"
33
B
20'-0"
36
E
9'
26
9'-10
30
12'-6"
34
1T-7"
38
10'
6'-9"
6-4' 7'-3"
25
B
10'-1"
28 G 13'-6"
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"
'-11"
29 G 12'-1
34
C
18'-1"
38
F
,
11
5'-4"
6'-1"
27
30
H
11'4"
35
16'-0"
39
12
"
5'-8*
5'-10" 6'-8"
26
B
9'-2"
29 G -3"
34
C
1 T-3
38
F
12'
5'-2"
5'-10"
27
8'-6"
31
H
0'-10"
36
15'-3"
40
13'
5'-2"
5'-8" 6'-4"
26
B
8'-10"
30 H 11'-10"
35
C
16'-8"
39
F
,
13
5'-0"
5'-8'
28
T-11"
32
I
10' 6'
36
14'-8"
40
10#
L.L.
100 MPH - FREESTANDING
SOLID COVERS
12' OR
LESS
EXP. B 8L C
5,15--l'
9'-7'
29 G
16'-3'
31
G
24'-0"
35
30'-8" 37 J
,
'-10
-10"
30 H
15'-0"
1'-1"
36
�
28'-7" 39 K
5
,
6'8'-9"
28 G
14'-10"
30
G
22'-0" 34
28'-0" 38 J
7'-9"
T-10
29 G
13' 8"
19'-3"
35
J
26'-1' 38 K
6
7 ,
7-2"
T-10" 27 G
13' 8"
30
G
20'-4" 34
J
26'-0" 36
J
7'-0"
28 G
12' 8"
T-10
35
-
24'-2" 37
8
8'-6"
7'-3" 28 G
12'-10"
29
G
19'-1" 33
J
24'-3" 35,
J
6' 6"
29 G
11'-10"
16'-8"
32
2'-10"--364
,
9
9.6'-8"
28 G
'-1"
12'-1'
29
G
18'-0" 32
J
22'-1 " 35
J
5'-11
30 H
11'-2"
15'-9"
33
20'-7" 36
,
10
10'6'-3"
29 G
11'-0"
28
G
1 T-1 ° 32 1
21'-0" 34 J
5'-.7
5' 7"
31 H
10'-7"
5'-0"
33
J
19'-T 35 I
,
11
11'
5'-9" 30 H
10'-11"
28
G
16'-3" 32 1
20'-0" 33 J
5'-4"
5' 4"
32 (
10'-1"
14'-3"
33
J
18'-8' 35 1
12'-11"5'33J
5'-6" 31 H
10'-6'
G
15 -7" 31 H
19'-2 J
9'-8"29
13'-8"
32
I
1T-2" 35
_
13'5'-4"
31 H
d' O"
10'-1"
O'_'i•
29
H
15'-0" 31 H
1T_7" �e I
18' 4' 34 J
�c' e• 712 ,
NOTE- FOOTNOTE:
'SAMPLE'
FOOTING SHOWN REPRESENTS LENGTH OF I THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE FIGURE INDICATES EXPOSURE
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS Ij'"�I
WHERE SLAB OCCURS, CUBED FOOT NO SITE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EX
MAYBE REDUCED 8' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
SHT. 10 FOR ATTACHED 8 FREESTANDING COVERS
Tie
� V
IAPMO ERM Otos
DRAWN BY: EA
DATE: 1010112012
TOM CAMPBELL &ASSOCIATES, INC.
SOLID
POST SPACING TABLE
LIVE LOAD"
10.20 & 30 of
PATI Y . BY:
DURALUM PRODUCTS, INC.
-'f
SCALE: NONE
REVISED BY.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RANCHO CUCAMONGA. CA (961) 7414107
FREESTANgNO
AND ATTACHED
WELL. 100 MPH
��LZ' WIND
62E9 ALPINE AVE., SACRAMENTO, G M.
(918) 462.7021 FAX 403.1519 vale nmm
SHEET 19 OF 33
Tie
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6' EACH BIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 FREESTANDING COVERS
• THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SWILL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
FOOTNOTE: 'SAMPLE' /S
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: E.N.
TOM CAMPBELL d ASSOCIATES, INC.
SOLID
SPACING TABLE
LIVE LOAD.
PATIO COVER SYSTEM AS MFG. BY:
•
UPMO ERM Ot86
DATE: 1 NONE 12
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 6 JO pd '
DURALUM PRODUCTS, INC.
`
f
I
RANCHO CUCAMONG , CA (061) 741.2107
AND ATTACHED
HORIL WIND - I
80,100 6 110 MPH
6788 ALPINE AVE., SACRAMENTO. CA 0662E
I
'
10#
L.L. 110 MPH
- ATTACHED
SOLID COVERS
j
12' OR LESS
EXP. B & C
6.5'
ROLLFORM /
4" I -BEAM
4.5"/ MAG GUTTER
3" SO. STEEL BEAM
7" I -BEAM
MAG BEAM
MAX.POST
MIN.SPACANG
MIN.
MAX.POST
SPACING
MIN.
MIN.
MAX•�T
MIN.
MIN.
MAX.POSTI
MIN.
MIN.
MAXPOST
SPACING
MIN. I
MIN.
MAX.COL.
ING
CLAB
a5
F
ON SSP
•
(SPAN)
(NG
TYPE
(NG
TYPE
(NG
TYPE
(NG
TYPE
(SPS)
(,NG.
T
(IN.)'
TYP
(SPAN)G
(NG.
TPY�PE
(FTG.
TPOST YPE
(SPAN
(N.)
TPY�pE
(NG.
TYPI
5'
13'-7"
9' 1"
25
B
10'-10"
26
B
10'-4'
26
B
8'-4'
24
B
18'-10"
31
B
8'-0'
26
9'-8"
27
9'-2'
27
T -W i
25
16' 8"
33
6'
11'x'
8'-3"
25
B
10'-0"
27
B
9'-6"
27
B
8'-0"
25
B
17'-3"
32
B
7 -3'
27
8'-9"
28
8'-4'
28
T-1.1
26
15'-3'
34
7.
9._8"
7'-8"
26
B
9'-3"
28
f-29
B
8'-10"
27
B
T-4-
28
B
16'-0"
33
B
6'-9"
27
8'-2"
7'-9"
29
6'-7'
27
14'-2'
35
34
C
8'
8'-6"
T-2"
27
B
8'-8"
28
B
8'-3'
28
B
T-0'
26
B
15'-0"
6'-4"
28
7'-8'
30
7'-3"
29
6'-2"
28
13'-3"
36
9'
T-7"
6'9-
278'-2"
B
29
7'-9"
28
B-
6'-7"
2728
B
[1!f-2"12'-0-
3
28
6'-10"
30
5•.g"'
i
36
C
10'
6'-9"
6'-6-
28
B
T-9"
29
B
T-6"
29
B
6'-2"
27
B
113'-G
C
5._"
29
6'-10"
31
6'-7"
30
5'-6"
9
-10'
13
37
11'
6'-2"
6'-2"
28
B
7'-6"
30
B
7'-1"
29
B
6'-0'
28
B
12' 10'
36
5'-8"
29
6'-7"
31
6'-0'
31
5'-3"
29
11'-4'
!
38
C
12'
S'-8"
5''10'
29
B
T-2'
30
B
6'-9"
30
B
5'-8"
28
;:r-30
B
12'-3'
36
C
5'-3"
30
6'-3"
32
6'-1'
31
'"
0'-10"
38
13'
5'-2-
5'-85
230
B
6'- 1
3132
B
6'-7'
3
B
5
zs�
B
11'-90
3
C
-1.
6'-1"
S -9.
32
4'-10"'
-0'
39
E
10# L.L. 110.MPH
- FREESTANDING
SOLID COVERS
12' OR LESS
EXP.1B
& C
5,
10'-9"
30
13'-1' 31
H
12'-6"
31
H
9'-6' 29
G
21'-10'
36
10'-1"
31
11'-8" 32
J
11'-7"
32
J
9'-1" 30
H
20'-2'
20'-0"
38 J
35
6,
9'-10' 29 G
11'-7" 30 H
11'-4" 30 H
9'-0' 28 G
9'-2'
31 H
10'-8" 32
I
10'-7'
32
1
8' 6' 30
H
18'-6'
18'-7"
37 J I
34
7,
9'-2" 29 G
10'-8" 30 G
10'-7" 30 G
8'-6" 28 G
8' 8'
30 H
9'-6' 31
H
9'-9"
31
H
8'-1" 30
16'-6"
16'-8'
36 J
33
8.
8'-7" 28
G
9'-7" 29 G
9'-10" 29 G
8'-2" 28 G
8'-0'
29
8'-11 30
H
9'-2"
31
H
7'-8" 29
15'-6'
15'-9"
35 J
3;::'-3-4
9.
8'-2' 28 G
9'-0" 28 G
9'-4" 29 G
7'-10" 28 G
r 7-
30 H
8'-5' 30
H
8'-8'
30
H
7'-3" 30
H
14'-1'
14'-6"
34 J
32 I
10'
r -s" 2s G
8'a' 2s G
W-10" 2s G
T -s" 2s G
T-2"
31 H
7'-8" 31
H
8'-3"
31
H
6'-10" 31
H
13'-4"
13'-8"
34 J
32 I N
11'
7'-4" 30 H
T-11' 30 H
8'-6' 30 H
T-1' 30 H
6'-10" 32 I
32
1
T-10'
32 1
6'-7" 32
I
12'-3' 33
13'-2" 32 BRAY
12,
31 H
T-7" 31 H
8'-2' 31 H
6'-9" 31 H
6'-7" 33 I
8'-9' 33 J
7'-7" 33 J
6' 4" 33 J
11'-9" !
12'-2" 32
13'
8''9 _ _ 31-- H
T-3" 31 H
7'-10" 31 H
6'-7' 31 H
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6' EACH BIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 FREESTANDING COVERS
• THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SWILL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
FOOTNOTE: 'SAMPLE' /S
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: E.N.
TOM CAMPBELL d ASSOCIATES, INC.
SOLID
SPACING TABLE
LIVE LOAD.
PATIO COVER SYSTEM AS MFG. BY:
UPMO ERM Ot86
DATE: 1 NONE 12
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
10, 20 6 JO pd '
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONG , CA (061) 741.2107
AND ATTACHED
HORIL WIND - I
80,100 6 110 MPH
6788 ALPINE AVE., SACRAMENTO. CA 0662E
SHEET 20 OF 33
10 6 LL 80 MPH
16 462-7021 FAX 403.1618 uWs@durvknAxwn1
10# L.L.
110 MPH - ATTACHED SOLID COVERS
*1
SOLD
POST SPAGNO TABLEIAPMO
LNE LDAD •
10,20 8 ]0 pA
FOOTNOTE: 'SAMPLE'
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
• THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE
12' OR LESS
EXP. B & C
>
SELECTED BEAM.
DBL. 2"x6.5"x.032" BEAM /
SEE ALTERNATE FOOTING TABLES
DBL. Yx8"x.042" BEAM
3"x8"
BEAM w/INSERT
(918) 452-7021 FAX IOY151p w.�dwalu,� oom
DBL. 3"x8" BEAM
<�
3"x8"
BEAM
EACH w/ A 3"x8" STL. INSERT
MAX.POST
SPACING
MAX.POST
SPACING
FTG.
T
FN
MAXPOST
SG
G.
T
MAX.POST
SPACING
NE
NG
MIN.
D a
m 3
MAX.COL.
SPACING
SPACING
N.
G.
3
ix
ONSLAB*
FOR08L.
FOR3'x8'
(IN.)POST
(
TYPE
(SPAN)
(NMINE
(N
(SPAN)
(
(
E
POST
2'x8.5')
BEAM
5'
13'-7"
8'-17,-2"
10'-9"-0"
2223
B
11.'-710.-3"
2728
B
1T-15'-2"
3
B
24'-21-4'
3436
�+
51
32
6'
11'-4"
7'-6" 9'-3°
23
ir-24
B
10'-8"
28
B
15'-9"
31
B
22'-2"
35
C
6,
6'-7"
8'-2"
9' 4"
29
13'-10
33
19'-0"
37
7,
9,-8"
6'-10" 8'-7"
24
B
9'-10"
28
B
14'-7"
32
B
20'-6"
36
C
71
6'-1"
7'-7"
25
8'-8"
30
2'-10"
34
18'-1"
38
8'
8'-6"
6'-6" 8'-1"
24
B
9'-3'
29
B
13'-8"
33
B
19'-2"
37
C
8'
5'-9"
7'-1"
25
8'-2'
30
12'-1"
34
1T-0'
39
E
9'
7'-7"
6'-1" 7'-7'
25
B
8'-9"
30
B
12'-10"
34
B
18'-1°
38
E
9'
5'-4"
6'-9"
26
T-8"
31
11'-4"
35
C
16-0"
39
10'
6'-9"
5'-9" T-3"
25
B
8'-3"
30
B
12'-3"
34
C
17'-2"
E
10'
5'-2"
6'-4'
26
7' 4"
32
10'-9"
36
15'-2"
40
F
11
6'-2'
5'-7" 6'-10"
25
B
7'-10"
31
B
11'-8"
35
C
16'-4"
39
F
,
11
S'-0"
6'-1"
27
T-0"
32
10'-3°
36
14'-6"
41
12
5'$"
5'-4" 6'-8"
26
B
T-7"
31
B
11'2"
35
C
15'-9"
40
F
12'
4'-9"
5'-10"
27
6' 8"
32
9'-10"
37
3'-10'
41
13
5--2-
5'-2" 6'-4"
26
B
7'-3"
31
B
10'-9"
36
C
15'-1"
40
F
,
13
4'-7"
5'-8"
28
6'-6"
33
9' 6"
37
13'-4"
42
10#
L.L.
110 MPH - FREESTANDING SOLID COVERS
12' OR LESS
EXP. B 8� C
5'
8'-11"
9'-7'
29
G
14'-0"
32
1
21'-9"
36
29'-1"
39
K
5'
'-10"
30
H
2'-10
33
J
19'-2"
37
27'-0"
41
,
6
6
8'-2" 8'-9" 28 G
12'-9" 31 H
19'-1 35
J
26'-7" 38
J
7'-4"
T-10
29
G
11'-9"
33
J
1 T-6"
36
24'-8"
4o
K
7'
7'
T-4" 7'-10" 27 G
11'-9" 31 H
18'-6" 34
J
24'-8" 37
J
8'-7"
7'-0"
28
G
10'-7'
32
I
16'-2"
35
22'-9"
39
K
8'
8'
6'-8" 7'-3" 28 G
10'-8" 30 G
17'-0" 34
J
23'-1" 36
J
6' 6"
29
G
9'-10'
31
H
15'-2'
35
20'-7'
38
9'
9'
6'-3" 6'-8" 28 G
10'-1" 29 G
16'-3" 33
J
21'-0" 35
5'-7"
5' 11
30
H
9'-3"
31
H
14' 4"
34
19' 6"
37
10'
10
5'-9" 6'-3" 29 G
9'-7" 29 G
15'-6" 33
J
J
5'�'
S'-7'
31
H
8'-10"
31
H
13'-7"
34
18' 6"
37
A
11
5'-6" 5'-9" 30 H
9'-1' 30 H
14'-9" 32 1
19'-0" 35
J
4'-10"
5'-4"
32
I
8'-1"
32
I
13'-0'
34
J
17'-0"
37
Y
12'
5 -0" 5'-6" 31 H
8'-9" 31 H
4'-2 I
-
J
4'-8"
5'-0"
33
J
7'-10'
33
J
12'-6"
34
J
16'-2"
37
13'
13'
5'-4" 31 H
8' 1" 31 H
13' 7" 33 I
16'-1 35
J
4'-5"
4'-9"
33
J
T-5'
33
J
12'-0"
35
J
15'-7'
38
4
FDAWN BY: E.N.
TE: 10/01/2012
*1
SOLD
POST SPAGNO TABLEIAPMO
LNE LDAD •
10,20 8 ]0 pA
FOOTNOTE: 'SAMPLE'
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
• THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
FIGURE INDICATES
MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY.
SELECTED BEAM.
SEE ALTERNATE FOOTING TABLES
RANCHO CUCAMONO,� CA (951) 7�t.2f07
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B Q C.
SHT. 10 FOR ATTACHED 6 FREESTANDING COVERS
(918) 452-7021 FAX IOY151p w.�dwalu,� oom
SHEET 21 OF 33
FDAWN BY: E.N.
TE: 10/01/2012
CAMPBELL d ASSOCIATES, INC.
SOLD
POST SPAGNO TABLEIAPMO
LNE LDAD •
10,20 8 ]0 pA
ATOM
DURALLIM PRODUCTS, INC.
ERB 0195
ALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
AND A ANDI
TTACHEMR1
���•8
ALPINE AVE., 8ACRAMENTO,�D
B..
RANCHO CUCAMONO,� CA (951) 7�t.2f07
108
00,100 8 110 MPH
(918) 452-7021 FAX IOY151p w.�dwalu,� oom
SHEET 21 OF 33
I
20# L.L. 110. MPH - -ATTACHED SOLID COVERS 12' OR LESS EXP. B & C
6.5" ROLLFORM / 4" I -BEAM 4.5"/ MAG GUTTER 3" SQ. STEEL BEAM 7" I -BEAM
MAG BEAM
5 MAX.COL. MAKPOST MIN MIN MAX.POST MIN MIN MAX POST
UAW 0^11
_m
SPACING
SPACING
FTG
(IN.)
LOAD"
FTG
(IN.)
POST
SPACING
FTG
(IN.)
POST
FTG.
(IN.)
POST
SPACING
FTG.
POST
FTG.
P I
SPACING I
FTG•
MIN.
PST
FTG.
MIN.
POST
•POST
SPACING
FTG
MIN.
POSTI
FTG
MIN.
POST
Ix
ON
(SPAN)
8'-0" 29 H
TYPE
6'�" 29 G
TYPE
(SPAN)TYPE
T-7" 31
TYPE
(SPAN)
(IN.)
TYPE
(IN.)
TYPE
(SPAN)
(IN.)
TYPE
(IN,)
TYPE
(SPAN)
(IN.)
TYPE!
(IN.)
TYPE
5'
13'-7"
9'_1"
6'-10'
32
25
B
10'.10'
5'-9'
32 I
26
B
10'-8"
26
B
8'-4"
33 J
H
24
B
18'-1
6'-7'
33
31
5'-7'33
8'-0'
11'7•
12'-2"
26
13'31
9'-6"
8'-9' 31 H
5'-8" 31 H
27
33 J
9'-6'
6'-5" 33 J
27
6'-4'
T-8"
J
25
5'-4" . 33 J
16'-8"
11'-1"
34 J
33
C
6'
1 V-4"
8'_3.
FOOTNOTE: 'SAMPLE'
25
B
9'-7"
27
B
9'-9"
FIGURE INDICATES EXPOSURE B
27
B
8'-0"
25
B
16'-8"
32
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C.
SHT.10 FOR ATTACHED & FREESTANDING COVERS
r-3'
27
8'-9"
DRAWN B01 E.N.
28
9'-8"
LIVE
28
T-1"
26
15'-3"..
34
C
7'
9'-8"
7.8"
6'-9"
26
B
8'-11'
27
B
9'-1"
28
B
r-4"
26
B
15'-4"
33
E
27
8'-2"
29
8'-1"
29
6'=7'
27
14'-2"
!
35
C
8'
8'-6"
T-2"
27
B
8'-0"
28
B
8'-T
28
B
T-0'
26
B
13'-10'
133
6'-4-
28
7'-8"
30
r_r
30
6'-2'
28
12'-9'
!
35
E
9' '
7._7.
6'-9'
27
B
7' 7"
28
B
18'-l*
29
B
6'-7"
27
B
13'-2"
34
6'-0"
28
7'-0"
30
7'-2'
30
5'-9'
28
12'-1'
36
F
10'
6'-9"
6'-6'
28
B
6'-11'
28
B
T-8'
29
B
6'-2"
27
B
12'-1"
34
5'-8"
29
6'-7"
30
6'-9'
31
5'-6"
29
11'-1"
36
F
11'
6'-2"
6 -2" , "
28
B
6'-8"
29
B
T-3"
30
B
6'-0"
28
B
11'-6"
35
5 -6
29
8 -1'
31
6 6"
31
5'-3'
29
10'-T
37
F
12'
S'-8"
5'-10"
29
ff-30
B
6'_1"
29
C
7'-0-
30
B
5'-8"
28
B
10'-7"
35
5'-3'
5'-9'
31
B
6'-2'
32
5'-1"
30
9'-8"
37
F
13'
T-2"
5'-8"
5'-1'
29
30
B
5'-10'
29
C
6'-9"
31
C
5'-6"
29
B
10'-1'
35
F
5'-5"
31
6'-0'
32
4'-10"
30
g'�•
37
20# L.L. 110 MPH
-FREESTANDING
SOLID COVERS
12'
OR LESS
EXP.
B & C
5'
9'-3"
29
G
11'-2'
30
H
10'-8"
30 G
8'-7" 28
19'-6"
35
8'-9'
30
H
10'-T
32
I
10'-1'
31 H
8'-3' 30
G
18'-4"
37
J 1
6,
8'-6"
8'-1'
28
30
G
10'-3'
29
G
9'-9"
29 G
8'-1" 28
G
17'-9"
34
J
9'-8"
31
H
9'-3'
31. H
7'-9' 29
16'-9"
36
f
7'
7'-10'
27
G
9'-6"
29
G
9'-1"
29 G
7'-7" 27
16'-6"
33
29
9' 0"
30
H
8'-7"
30 H
7'-2" 29
G
15'-7"
35
J
8'
7'�"
28
29
G
8'-10"
8'-6"
28
30
G
H
8'-6"
8'-1'
28 G
30
r-1" 28
6'-9" 29
G
15'-4"
14' 7•
33
34
J
LI A
9'
28 G
8'-4' 28
H
LOAD"
8'-1" 28
UPAAO ERI 0103
DATE
NONE 12
SCJILE: NONE
6'-8'
28 G
10.20 810 pd i
14'-7"
32 I CJG
'
30 H
G
RANCHO CUdUAONG/� CA (B61) 7N-2107
8'-0' 30
HOFt90100 a 0 MPH WIND -
T-T30H
SHEET 22 OF 33
6'-4"
30 H
FAX 101.1618 IIEMlfM100R1
13'-9'
13'-9"
3410'29
32
8'-0" 29 H
7'-8' 29 H
6'�" 29 G
31 H
H
M5.,-7.
T-7" 31
'"
6'-1'
31 H
13'-1'
13'-2"
33
31
11'30
T-8" 30 H
T-3" 30 H
6'-1' 30 H
32 I
H
7'-3' 31 I
6'-10'
32
I
5'-9'
32 I
2'-6'
12'-8"
3312'31
31
7'-4" 31 H
r-0' 31 H
5'-10" 31 H
33 J
H
r-0" 33 J
6'-7'
33
J
5'-7'33
J
11'7•
12'-2"
33
32 1
13'31
7'-1" 31 H
8'-9' 31 H
5'-8" 31 H
33 J
6'-5" 33 J
6'-4'
33
J
5'-4" . 33 J
11'-1"
34 J
i_
FOOTNOTE: 'SAMPLE'
FOOTING SHOWN REPRESENTS LENGTH OF
+ THE MAXIMUM COLUMN SPACMIO ON EXISTING SLAB SHALL BE
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
FIGURE INDICATES EXPOSURE B
WHERE SLAB OCCURS, CUBED FOOTING SIZE
1 MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY.
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
FIGURE INDICATES EXPOSURE C
SEE ALTERNATE FOOTING TABLES
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C.
SHT.10 FOR ATTACHED & FREESTANDING COVERS
DRAWN B01 E.N.
TOM CAMPBELL d ASSOCUTES, INC.SOLID
LIVE
Y
Tl e
LOAD"
PATIO COVER SYSTEM A$ MFG. BY:
UPAAO ERI 0103
DATE
NONE 12
SCJILE: NONE
COMMERCIAL AND RESIOEATf1AL STRUCTURAL ENOINEERINO
POETEESTASPACING TABLE
FREESTANDOVG
10.20 810 pd i
DURALUM PRODUCTS, INC.
'
.'
REVISED BY:
RANCHO CUdUAONG/� CA (B61) 7N-2107
AND ATTACHED
101 L.L. 00 MPH1(918)452-7021
HOFt90100 a 0 MPH WIND -
37x10 ALPINE AVE.. SACRAMENTO, G 06023
SHEET 22 OF 33
FAX 101.1618 IIEMlfM100R1
Y
Tl e
20# L. L. 110 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B & C
m
30
DBL. 2"x6.5"x.032" BEAM /
3"x8" BEAM
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM WINSERT
DBL. 3"x8" BEAM >
EACH w/ A 3"x8" STL. INSERT
MAX.POST
SPACING
FTG.
FREESTANDING
FTG.
e2e9 µ,PINE AVE., SACRAMENTO, CA 95825
MAX.POST
SPACING
FTG-
8'-6" 30
H
FTC''
o
m
MAXCOL.
SPACING
MAXMIN.,POS7 5 O_
SPACING FTC' ppST �C'' POST m 3
MAXPOST MAX.POST
SPACING SPACING
FTG.
POINT
FTG.
M�SNT
ON SLAB*
FOR DBL. FOR 3- x B'
(IN.)
TYPE
(IN.)
TYPE
(SPAN)
(IN.)
PAST
TOPE
(IN.)
FST
TYPE
(SPAN)
(IN.)
FM0.ISNT
TYPE
OST
(IN.) TYPE
(SPAN) (IN.) TOPE (IN.) TYPE
J
11'
rx6.5'X.03 BEAM
5'-0' 5'-3- 32 1
T-8" 32 I
13'-0" 34 J
16'-0"
36
4 12'
5'-1" 5'-7" 31 H
7'-9" 31 H
13- 1
5'
13'-7"
T-5' T-11"
12'
24
B
12'-0j
T-4" 32 J
37
B
16' 65
15'-3"
3032 C
25
34
E 5'
7'-6" 31 H
12'-8' 32 1
7'-1" T-5"
35
25
13'
1 �"
A' -A' d'_R' 33 J
7'-1' 33 J
-2"
12'-0" 35 J
B
21'fl"
37
37
6'
11'-4"
6'-7" 7'-3'
24
B
11'-0`
28
B
15'-1"
31
C
22'-1
36
F 6'
6'-3" 6'-8"
26
10'-0"
29
3'-10"
33
19'-6"
37
7'
9'-S"
6'-1" 6'-5"
25
B
9'-9"
28
B
13'-6"
31 C
20'-6"
36
F 7'
5'-7" 6'-1"
26
9'-3'
30
2'-10"
33
18'-1"
38
8'
B'-6"
5'-6" 5'-10"
25
B
9'-2`
29
B
12'-8"
32 C
19'-2"
37
F 8'
5'-0" 5'-6"
27
8' S'
31
12'-1'
34
1 T-0"
39
9'
7'-7"
5'-0" 5'-6"
25
B
B'-5^
29
B
11'-6"
32
E
18'-1"
38
F 9'
4'-9" 5'-2"
27
7'-11"
31
11'-4`
34
16'-0"
46
10'
6'-9"
4'-9" 5'-1"
26
B
7'-11"
30
B
10'-10"
33
E
16'-6'
38
F 10'
4'-4" 4'-9"
27
7'-5"
32
10'-9"
35
15'-2"
40
11'
6'-2"
4'-4- 4'-10"
26
B
7'-7"
30
C
9'-1
3 35 F
15'-94
38
F 11'
4'-0" 4'-5"
27
6' 11 "
32
0 -3"
E
-6"
1
4'-1" 4'-6"
26
B
T-3"
31
C
9-09'-10"
3335 F
11,
513'-10"
3
12'
S'-8"
3 =10" 4'-3"
28
6'-8"
32
41
13'
5'-2"
3'-11" 4'-0"
27
B
6'-9"
31
C
8'-10"
3436 F
14'-03�"
39
3'-6" 3 -11"
28
6'-4"
33
-6"
42
20#
L.L. 110 MPH - FREESTANDING
SOLID COVERS 12' OR
LESS EXP. B & C
8'4" 8'-0" 28
G
12'-0' 2T H
20'-3" 35
J
24'-1
37
J
51
5
7'-10" '-1` 30
11'-3' 29 I
19'-2" 37
23'-6'
39
K
6,
7'-8" T-9" 27
G
10'-10" 28 H
18'-6" 34
J
22'-9"
36
J
6
r - T 4" 29
10'-3' 29 I
17'-6" 36
21'-6"
38
K
7,
T-1" 7'-3" 27
G
10'-2" 28 G
1T-2" 34
J
21'-1"
36
J
7
6'-8" 6'-10" 28
9'-7" 30 H
16'-2" 35
t9
37
8,
8
6'-8" 6'-9" 28
G
9' 6' 29
H
16'-1" 33
J
19'-9"
35
J
6'-0" 6' 6" 28
9 w 31
15'-2" 35
18'-8"
37
9'
9,
6'-3" 6'-4" 28 G
H
9'-0" 29 H
8' 6" 31
15'-2" 33 J
14' 4" 34
18'-8"
1 T -r
34
36
J
NMI
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SAT_ 10 FAR AYTAmwn A rRFFSTANOtNn riwFRS
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SWILL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
FOOTNOTE:
'SAMPLE' 1
FIGURE INDICATES EXPOSURE B-� J
I�"�JL.• FIGURE INDICATES
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: E.N.
30
SPACING TABLE
LOAD "YSTEMMFG
10.
10, 20 8 30 pd
:
OURALUM PRODUCTS, INC.
IAPMO FAA 0195
DATE: 1=12012
IREVISE:DBY:E�RANCHO
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
HORR WIND "
e2e9 µ,PINE AVE., SACRAMENTO, CA 95825
8'-6" 30
H
Xx1GMON(i/. CA (961) 7412107
14'-4" 32 1
D0,100 A 11111 MPH
17"-8"
34
J
5'-9" 6'-1" 29 G
10'
5'-3" 5'-9" 31 H
8'-1" 32
13'-7" 34 J
16'-8'
36
5'-5" 5'-10" 30 H
8'-2" 30 H
13'-9" 32 1
16'-1 "
34
J
11'
5'-0' 5'-3- 32 1
T-8" 32 I
13'-0" 34 J
16'-0"
36
4 12'
5'-1" 5'-7" 31 H
7'-9" 31 H
13- 1
-
J
12'
4'-7" 5'-1" 33 J
T-4" 32 J
12' 6" 34 J
15'-3"
36
= ,
4'-9" 5'-4" 31 H
7'-6" 31 H
12'-8' 32 1
15'-7"
35
13'
A' -A' d'_R' 33 J
7'-1' 33 J
12'-0" 35 J
14'-8"
37
J
NMI
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SAT_ 10 FAR AYTAmwn A rRFFSTANOtNn riwFRS
* THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SWILL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
FOOTNOTE:
'SAMPLE' 1
FIGURE INDICATES EXPOSURE B-� J
I�"�JL.• FIGURE INDICATES
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.P097
SPACING TABLE
LOAD "YSTEMMFG
10.
10, 20 8 30 pd
:
OURALUM PRODUCTS, INC.
IAPMO FAA 0195
DATE: 1=12012
IREVISE:DBY:E�RANCHO
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
HORR WIND "
e2e9 µ,PINE AVE., SACRAMENTO, CA 95825
Xx1GMON(i/. CA (961) 7412107
10 AND
LA1 4 MPH
D0,100 A 11111 MPH
X915)462.7021 FAX 400 1619 wlw®dvdunoxn
SHEET 23 OF 33
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 8' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED d FREESTANDING COVERS
• THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
FOOTNOTE: 'SAMPLE' \ti
FIGURE INDICATES EXPOSURE B
I FIGURE INDICATES EXPO
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
- 03$1/js�,
BY: E.N'
DATE MV20i2
30#
L.L. 110 MPH
- ATTACHED
SOLID COVERS
j
UPMO ERI 01 B6
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
fRN
j
IPATIO
DURALUM PRODUCTS, INC.
j
12' OR LESS EXP. B & I
REVISED BY:
RANCHO CUGMONGq G (851) 741,2107
6.5"
ROLLFORM
MAG
BEAM
/
4" I -BEAM
4.5"-/
MAG
GUTTER
3" SQ. STEEL
BEAM
7" I -BEAM
m
8
MAX.COI.
ING
MAXPOST
SPACING
SPACING
FTG
MIN.
FTG
MIN.
POST
MAX POST
SPACING•
FTG
MIN.
FTG
MIN.
MAX.POST
SPACING
FTG.
MIN.
FTG
MIN.
PT,PE
MAX•POSTSPA
SPACING
FTG•
MIN.
FTG
MIN.
MAX,POST
FTG
MIN.,
FTG•
ONSCLAB•
(SPAN)
(IN.)
TYPE
(IN.)
TYPE
(SPAN)
CIN.)
E
(IN.)
TYPET
(IN.)
TYPE
( IN.)
( IN.)
TYPE
(IN. )
TYPE
SPACING
(IN.)
POST
TYPE
(IN.)
5,
13'-7"
8-3" ,
8-0
24
B
9' 3'
25
B
9'-6-
25
B
7'-8'
18
B
16'-1'
30
26
8'-10'
27
8'-10"
27
7'-4';
20
15'11'
32
6'
11'-4"
T-7"
7'-3`
25
B
8'-6'
26
B
8'-3-
25
B
7'-0' i
19
B
14'-2'
30
27
r-9'
27
8'-0"
27
6' 8",
21
13'-7'
32
7'
9.-8.
7'-1'
6'-9'
25
B
7' 6'
26
B
T-9'
26
B
6' 6'
19
B
13'-1"
31
27
T-3'
28
T-2"
28
6'-0"
22
12'-1'
33
8.
8,_8"
6'-T
26
B
6'-10"
26
B
T-0'
26
B
5'-11'
20
B
11'-9"
31
6' 4'
28
6'-7"
28
C
6'-9'
28
5'-T�
22
11'-3'
34
9'
T-7"
6'-3.
27
B
6'-6'
27
C
6'-6"
27
B
5'-7"
20
B
11'-2'
32
8'-0'
28
6'-1'
29
6'-1"
27
C
5'-1"�
23
10'-3"
34
10'
6'-9"
6'-0"
5' 8"
27
29
B
5'-11'
27
C
6'-0"
27
C
5'-1'
21
B
10'-2"
132
5'-8'
29
5'-10'
29
4'-10i
23
9'.8"
34
11'
6'-2'
5'-8"
27
B
5'-8'
27
C
5'-9'
28
C
4'-10'
21
B
9'-8"
33
29
5'-2"
29
5' 4"
29
4'-8'�
24
8'-11'
I
35
12'
S'-8"
5'-6'
28
B
5'-2"
27
C
5'-4'
28
C
4'-8' i
22
B
8'-11'
i
33
5'-3'
30
C
4'-11'
29
5'-0"
29
4' 4'
24
8'-0"
35
13'
S'-2'
S'-3"
28
C
4'-11"
28
C
5'-1'
28
C
4'�"
22
B
8'-7'
33
5'-1'
30
4'-7"
29
4'-9"
30
":
4'-21
24
C
r-10"
35
•
30#
L.L. 110
MPH
- FREESTANDING
SOLID
COVERS
12'
OR
LESS
EXP. IB
&
_
5.
8'-3-
7'
28
29
G
10'-0' 29
G
9'-6'
29
G
8'-0' ; 28
G
17'-3' 34
I
9'-7" 31
H
9' 1'
30
H
r-7' ' 29
36
J
6,
T-7"
27
29
G
9'-1' 29
G
8' 8'
28
G
7'-0' ; 27
G
15'-9' 33
7'-3'
8'-9" 30
H
8%4'
30
H
r -o'' 28
15'-1' 35
J
7,
7'-0"
6' 8'
27
28
G
8' 6' 28
H
8'-1'
28
G
6'-9' 27
G
14'-8" 32
I
8'-1" 30
T-9'
29
H
6'-6" 28
14'-0' 3a
J
8.
6'-7'
6'-3'
28
29
G
8'-0" 28
H
7'-7"
28
H
6'-4" 28
G
13'-8" 32
1
r-7• 29
T-3"
29
6'-6' 29
13'-1' 33
J
9.
6'-3'
6'-0'
28
30
G
H
T-6" 28
ff-30
H
T-2"
28
H
6'-0" 28
G
13'-0' 31
1
T-2'
8'-10'
30
5'-9' 30
H
12'-4•W11
10'
5'-10" 29
31
H
T-2' 29
H
6'-9 8 2 31
H
5'-8' 29 G
12'-3"
6'-9" 31
-6"
5' 6" 31
H
11'-9"
11'
S'-8' 30 H
6'-9' 30 H
6'-6" 30 H
5'-6" 30 H
11'-9"
5'4"
32
I
6-6' 32
I
6'-2'32
I
5'-2' 32
I
11'-2'12,
5'-0" 31 H
6'-7" 31 H
6'-0" 31 H
5'-3' 31 H
11'-3"
5'-2'
33
J
6'-3' 33
J
6'-0'
33
J5'"33
J
10'-9"13'
S'-3" 31 H
�•_�• I
8-3 31 H
, ,
6'-0" 31 H
- --
5'-1' 31 H
10'-3
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 8' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED d FREESTANDING COVERS
• THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
FOOTNOTE: 'SAMPLE' \ti
FIGURE INDICATES EXPOSURE B
I FIGURE INDICATES EXPO
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
- 03$1/js�,
BY: E.N'
DATE MV20i2
TOM CAMPBELL & ASSOCIATES, INC.
TA
pag7 SPACING LIDTABLE
LIVE LOAD • i
COVET SYSTEM AS MFG. BY:
j
UPMO ERI 01 B6
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOINEERINO
fRN
W. 20690 pd•
I
IPATIO
DURALUM PRODUCTS, INC.
j
REVISED BY:
RANCHO CUGMONGq G (851) 741,2107
AND ATTACHED
108L' 8O MPH
HORIZ WIND •
80,100 8 110 MPH
EMB ALPINE AVE. SACRAMENTO, CA YEE2B
81E 462-TWI FAX 40.11518 smImsQ&
SHEETI24 OF 33
30# L.L. 110 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B &
DRAWN BY: E.H.
DATE: 160012012
5 -1 5 -6 30 H
DBL. 2"x6.5" BEAMBEAM
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM WINSERT
IAPMO ERN 0195
,..
DBL. 3"x8" BEAM
>
FREESTANDING
FREESTANDING ATTACHED
HOR2 WIND "
I
10'
.
5' 5'6
-1" '" 29 G
REVISED SY:
T-7" 29
H
EACH w/ A 3"x8" STL. INSERT
12'-" 31 1
9
MAXPOST MAX.POST
SPACING
.)SNG
OE
J
.OST
M
T-3" 31
MAXPOST
SPACING
12'-3" 33 J
MIN.
15'-0"
35
CG
M,SPOST
GS
11'
4'-7' 5'-2" 30 H
7-3- 30 H
mo
MAX.COL.
SPACING
32
J
ORDBL OR3IxB'
(N
(
MES(P)
teP
NGPE
14'-4"
(IN
G
E
M
(SPAN)
G
4'-3" 5'-0" 31 H
(NG
POST
TYPE
(
IO
N
J
(IN')
S
�ONSLAB•
3'-10 4' 8' 33 J
6'-6" 33 J
2'8.5'x.03 BEAM
11'-2' 33
13' 9"
35
13,
4'-0" 4'-8" 31 H
6'-8" 31 H
11'-3" 31
J
13'-9"
33
J
3'-7' 4'-3" 33 J
6'-4' 33 J
10'-9" 33
5'
13'-7"
8'-5 6 " 6'-16'-5"
B
10'-3"9,-9'
2628
B
14'-83
2931
C
21'-6"20'
X35
F
5'
-1
24
-6"
6"
6'
11,-4„
5'-8" 6'-2'
23
B
9' 5"
27
B
12'-1 "
29
E
19'-8"
34
F
,
6
5'-5" 5' 8"
24
9'-0"
28
11'-10"
31
18'-9"
36
�,
9,-8„
5'-0" 5'-6"
23
B
8' 5"
27
C
11'-6"
30
F
18'-2"
35
F
,
4'-9' S'-3'
25
8'-0"
29
B
11'-0'
32
E
16' 8"
37
8'
8'-6"
4'-9" 5'-2'
24
B
T-10"
27
C
10'49
30
F
16' 4'
35
fr�37
F
,
8
4' 4" 4'-10
25
T-7'
30
9'-10
32
15'-8"
9'
7'-7"
4 4" 4'-9"
24
B
7'-5"
28
C
9'-9"
31
F
15'-6"
36
F
9'
4'-1" 4' 6"
26
6'-10"
30
9'-0"
32
14'-9"
38
10'
6'-9"
4'-0" 4 -4"
24
B
6'-10"
28
C
8'-11'
31
F
14'-8"
36
F
10'
3'-8" 4'-2"
26
6'-5"
30
8'-6"
33
13'-6"
38
11'
6'-2"
3' 8'3 4' 2"3,
2526
B
6'-5"
231
C
8'-6"T-9"
3133
F
13'1
3639
F
11'
-0' 9'
6,-2"
r•10"
12
5'-8"
3'-6" 3'-11"
25
B
6'-2-
29
E
T-9
31
F
12'-1
37
F
12'
T-3" 3'-6'
26
5' 8"
31
T 4"
33
11'-10
39
13'
S'-2"
3'-3" 3' 7"
25
C
5,-9"
X31
E
7'-5"7
"
3234
F
12
3
F
13'
3 -0" 3' 5"
7
B
5 -6"
-1
1 �"
40
30#
L. L. 110 MPH - FREESTANDING
SOLID COVERS 12' OR
LESS EXP. B
& c
5,
7'-0' 7'-7"
10'-7" 30 G
1B'-0" 34 J
22'-1"
38
J
5,
T-1" 7'-3"10'-2"
31 H
1T-2' 36
21'-2'
38
6-
6'
6-9- T-0-
"6'-8"
9 8" 2 31 H
16'-05-9. 3335 J
20'-19
35
J
6'-6"
U28
9' 3"
3'
7
,
7
6-3- 6'-6"
9' 0' 28
H
15'-3" 33
J1T-10"
18'-9"
34
J78,
6'-1" 6'-2'8'-6'
30
14'-7" 34
36
6'-0" 6'-1"
8'-6" 28
H
14'•3" 32 1
1T-7"
34,
J89,
5'-8' 5'-9"8'-1"
30
13'-8' 34 J
169"
36
9'
5'-7" 5'-9"
8'-0" 28 H
13'-6" 32 I
16'-7"
33
J
FOOTNOTE: 'SAMPLE'
FOOTING SHOWN REPRESENTS LENGTH OF + THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE FIGURE INDICATES EXPOSURE B
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN M THIS
WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EXPOSURE C
-a
MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
SHT. 10 FOR ATTACHED 6 FREESTANDING COVERS
Y
DRAWN BY: E.H.
DATE: 160012012
5 -1 5 -6 30 H
SOIn
POST TABLE
7 -8 30
•
DURALUM PRODUCTS, INC.
12 -10 33 J
IAPMO ERN 0195
,..
15 -9
35
FREESTANDING
FREESTANDING ATTACHED
HOR2 WIND "
I
10'
.
5' 5'6
-1" '" 29 G
REVISED SY:
T-7" 29
H
t0D M L 100 MPH
12'-" 31 1
9
(916) 462.7021 FAX 403.1519 wageunAnLmm
151-8"
33
J
4'-7" 5'-2" 31 H
T-3" 31
12'-3" 33 J
15'-0"
35
p .
11'
4'-7' 5'-2" 30 H
7-3- 30 H
12'-3" 31 1
15'-0"
32
J
4'-2" 5'-0" 32 I
T-0" 32 1
11'-8" 33 J
14'-4"
35
12'
12'
4'-3" 5'-0" 31 H
T-0" 31 H
31
J
4
J
3'-10 4' 8' 33 J
6'-6" 33 J
11'-2' 33
13' 9"
35
13,
4'-0" 4'-8" 31 H
6'-8" 31 H
11'-3" 31
J
13'-9"
33
J
3'-7' 4'-3" 33 J
6'-4' 33 J
10'-9" 33
13'-2"
36
FOOTNOTE: 'SAMPLE'
FOOTING SHOWN REPRESENTS LENGTH OF + THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE FIGURE INDICATES EXPOSURE B
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN M THIS
WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EXPOSURE C
-a
MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
SHT. 10 FOR ATTACHED 6 FREESTANDING COVERS
Y
DRAWN BY: E.H.
DATE: 160012012
TOM CAMPBELL d ASSOCIATES, INC.
SOIn
POST TABLE
INE LOAD •
10, 20 6 30 pat
•
DURALUM PRODUCTS, INC.
IAPMO ERN 0195
,..
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
FREESTANDING ATTACHED
HOR2 WIND "
I
6269 ALPINE AVE, SACRAMENTO. CA 96620
.
REVISED SY:
RANCHO CUCAMONGA. CA (951) 741,2101
t0D M L 100 MPH
90.100 6110 MPH
(916) 462.7021 FAX 403.1519 wageunAnLmm
SHEET 26 OF 33
' I
10# L -L_ ' 90 MPH - ATTACHFn OPEN I ATTICF COVFRS 171 nR I F:R.q FXP R R r
I I11111EPI►'d;di a2Vq=K1V-1101x11►MUMg0■WG\■1[4i=KoioP/a:f. YY0I:aazzf%`iWA:aa:���
5'
DRAMA BY: E.N.
DATE /OYOtROt2
SCALE: NONE
REVISED BY:
STEEL BEAMS DBL. 3"x8"x.042"BEAM DBL.2"x6.5"x.032" BEAM 3"x8" BEAM INS RT DBL. 3"x8" BEAM
G
15'-7"
30 G
OR 3"x8"BEAMEACH w/ A 3"x8" STL. INSERT
10'-0" 10'-9"
5 o
m;
MAX.COL.
MAKPOST MAXPOST
MAX.POST MAX.POST MAX.POST '
NG I,
I
32'-8" 36 J
SPACING
ONSLAB*
SPACING FTG. PosT FTG. SPACING FTG. Pos"T FTG. FOR DIBL FOR 3NG
x 8' FTG. FTG. SPACING FTG. POST FTG. SP CI� FTG pQg FTG. 'POST
m
28
(SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) 2'x6.5-c.D32' BEAM (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (SPIN) (IN.I TYPE (IN.) TYPE
32 I
5'
13'-7"
10'=
B
1819 151- 15'-7'
32'-8' 38 K
29'-1 35 J
B 20 10'-6*10'-0" 10'-9;
B
18 23 23
B
2 32'
29 G
2
�.
5'
0 -3'
B
14'-3"
13'-3"
22 0 9"
B
0 -2'
B
Y5 2,-8.
0'-4" 35 J
28
.
6,
6
11 -4 "
9'$
'.8•
18 14'-3"
21 9'-3" 9.9.
B
18 20'-4"
23 29'-1
27
' E
,
6
2` 27
a..
B
20 14'-3"
8'-T 9'-1'
23 9'-3' 9'.9"
B
20 0'-4"
�+
26 29'-10'
7,
29
8'-9" 25
G
7
°
9-8
9.1i-
19 13'-3'
21 B' -T 9'-1"
B
19 19'-0`
24 27'-8"
27
E
,
7
30
2"
B
21 13'-3"
17'-1" 32 I
23 8'-7' -1"
B
21 19'-w
C
26 2T-8"
G
30
7'-3` 7'-9"
26 F
8'
8'-6'
8'-9"
20 12'-4"
22 T-8" 8'-2'
B
19 1T-1"
24 25'-1 "
2:::--3o
: F
8'
27 G
8' 9'
B
21 12' 4
24 7'-8' 8'-2'
B
21 1 T-1'
C
27 25'-10
26
G
9
7'-7
8'-6"
20 11'-8'
22 7'-3" 7' 9'
B
20 16'-1"
25 24'-4"
29
F
9
3'-2' 35
21--3" 32 I
cJ
8' 6•
B
22 11' 8"
G
24 7'-3' -9'
B
21 16'-i'
C
27 24'11"
31
10'-2'
9'-9'
10'
6'-9"
8'-2'8,-2'
21� 10'-9,
6 8` 7 4" '
B 2
2 15
2 3'
29
F
10'
28
G
28
G
B
0 -9"
28 G
25 6'-8" 4'
B
22 15'-0'
E
28 3'-2"
9'-9"
9'S"28
32
,
6'-0' 8'-5'
11'
6'-2"
8--0-
2123 10'-2;
C 2)25 6 -5' 6' 9"
222 14 71*
2 21
2
F
11
5' 8" 6'-2"
12'-1 ' 28 G
8'-0"
B
0'-2'
4' 30
B 6 -5" 6'-9"
B
14'-7'
E
28 21'-3"
30 H
32
2'-10' 30 H
19'-8` 33 J
F-
1
QJU
7'-7"
21 9'-9"
C 23 6'-0" 6'-5'
20 13 -0"
26 20' 4°
30
F
,
122"
T -T
_B_
23 9-9B
25 6'-0" 6'-5"
B
22 13'-6"
E
28 20' 4"
27
;
±2'5':-8"
T-4"
2124 9--SA9'-5'
C 6'-2"
226 5-8"
21� 12'-12.10"
2 191
3 33
F
13'
B 5'-8" 6'-2'
28 9'-8'
I I11111EPI►'d;di a2Vq=K1V-1101x11►MUMg0■WG\■1[4i=KoioP/a:f. YY0I:aazzf%`iWA:aa:���
5'
DRAMA BY: E.N.
DATE /OYOtROt2
SCALE: NONE
REVISED BY:
10'-3" 27
G
15'-7"
30 G
SHEET 26 OF 33
10'-0" 10'-9"
27 F
23'-2" 33 J
32'-8" 36 J
28
15'-7'
14'-3'
32 I
10'x' 10'-9'
29 G
23'-2" 35
32'-8' 38 K
29'-1 35 J
5'
6
9'-8" 26
G
29 G
9'-3" 9'-9'
26 F
20'-4" 32 1
-8" 28
14'-3"
13'-3"
31 H
9'-3" 9'-9'
28 G
0'-4" 35 J
29'-10' 37
2T-8' 34 J
6,
7
9'-2" 26 J
'
G
28 G
8'-7" 9'-1'
26 F
19'-0" 31 H
2` 27
13'-3"
12'11"
30 H
8'-T 9'-1'
27 G
19'-W , 33 J
27'-8" 37
25'-1 34
7,
8,
8'-9" 25
G
28
G
7'-8" 8'-2"
25 F
17'-1" 30 H
,
8
8'-9' 27
12'-4
11'-8"
30
7'-e' 8'-2'
27 G
17'-1" 32 I
25'-10 36
24'-4' 33 J
90
8--6- 26
G
27
G
7'-3` 7'-9"
26 F
16'-1' 30 H
9'
6' 6" 27
11'-8"
10'-9"
29
7'-3' 7'-9'
27 G
16'-1" 32 I
24'-4' 35
23'-2' 33 J
10'
8'-2" 26
G
27
G
6'-8" T-4"
26
G
15'-3" 29 G
8' 2' 28
10'-9"
10'-2"
2s
6'-8" -a"
28
15'-3" 31 I
3'-2' 35
21--3" 32 I
cJ
11'
8'-0" 27
G
27
G
6'-5" 6' 9'
27
G
14'-7" 29 G
8'-0" 29
10'-2'
9'-9'
29
6'-5' 6'-9'
29
14'-7" 31 H
21'-3' 34 J
20'-4" 32 I
28
G
28
G
6'-0" 6'-5'
28
G
28 G
29
9'-9"
9'S"28
29
6'-0' 8'-5'
29
28 G
3'-6" 30 H
20' 4" 34 J
191-8" 31 I
aO�
=
12'
28
H
G
5' 8" 6'-2"
12'-1 ' 28 G
,
4' 30
G
9'S'
30 H
5--8- 6'-2'
30 H
2'-10' 30 H
19'-8` 33 J
F-
1
QJU
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WM40UT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 8- EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT.10 FOR ATTACHED 8 FREESTANDING COVERS
THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN W THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
FOOTNOTE: 'SAMPLE'
I
FIGURE INDICATES EXPOSURE B [a rI
FIGURE INDICATES IXPDf
WHERE ONLY ONE FIGURE AW MN INnJtATFc PVP R A r
IAPMO ERM 0198
DRAMA BY: E.N.
DATE /OYOtROt2
SCALE: NONE
REVISED BY:
TOM CAMPBELL & ASSOCIATES, INC.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RANCHO CUCAMONGA, CA (951) 7414107
POST SPACING TABLE
FREESTANDING
AND ATTACHED
10 M LL 90 MPH
LIVE LOAD
t0, 20 610 pd,
HORIL 1MN0 "
90,100 a t 10 MFH
PATIO COVER SYSTEM AS MFG. BY.
DURALUM PRODUCTS, INC.
8259 ALPINE AVE, SACRAMENTO. CA 95828
(918) 482.7021 FAX 4011519 p oadivO tm oom
SHEET 26 OF 33
P Ile
E
10# L.L. 110 MPH - ATTACHFD OPFN I
17' r1to I CCQ CVD Q Q_ /
IUt't L.L. I Ill
mrn - FREES IAINUINU
3" SQ. STEEL BEAM I DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM I
LAI 11(:t L;UvtKJ
PAT10 COVER SYSnM AS MFG. BY:
OURALUM PRODUCTS, INC.REVISED
'
OR 3"x8"BEAM i EACH w/ A 3"x8" STL. INSERT
>
MAX.POST
SPACING
-58
EXP. B & C
MAX.POST
FTG. SPACING
FTG, POST
10'-3" 29 G
no
m�
MAX.COL.
SPACING
MAX.POST MAX.POST MAXMIN..POST '
SPACING SPACING MIN.
gpq�G
mo
m�
10'-6"
ON SLAB*
(SPAN)
-FTG.
(IN.)
POST
(IN.) (SPAN)
(IN.)
FrG,
FTG, OST FTG. SPACING FTG. pOISNJ FTG. FTG. PST AST FTG.
FOR DBL. FOR 3' x 8' OST
TYPE
TYPE
(IN.)
(IN.) TYPE (IN. (SPAN)2!x6.5'x.03Z BEAM (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) I TYPE
5'
13'-7"
10'-39.9"
B
2 15'7'-14'-6"
B
2
10 -8"10'-6" 10'-9;
K
B
21� 23'-2;
6,
B 2 N 32'-8"0,-3�
9'-3" 11'-7° 29
30
9'-8' 31 H
4'-3"
13'-3"
B
22
B
25
0 4-
H
20'-4'
19'-0"
-0"
J
29'-10"
2T-8"
42
38
32 C
5,
5-
6'
11'-4"
91-8. ,_2"
2123 14'-313'-3"
24
91.3" 9'-9"
B
2123 20'. 1 9,-8'
B 27 29'10*2T-8"
3133
8'-7"
10'-2'
30
B
19'-0'
1T-1"
B
26
9' 3' 9 -6"
41
38
K
J
7
,
29
8'-9' 28 G
C
6,
7'
9--8"
9'-2"
22 13'-312,-3"
25
8— 9'-1' '_9"
B
22 191
B 28 27"-8"25'-8"
3134 E
1T-1-
16'-1'
. 36
33
8.-9'
B
3
B
27
8'-T
8'-6" 28 G
7'-3' 9'-5' 28 G
24 8'-3"
30
C
7-
6.
8.�"
g'-0•
22 12'-4'
25
T-8" 8' 2"
B
22 1 T-1"
C 28 25'-1
32 F
K
J
\
IAJ
8'-4'
B
24 11'-T
B
27
7'-8" 8'-3"
10'-9'
10'-2'
24 1 T-1'
B 30 24'-1'
8--6'
35 E
8,
9'
7'-7"
8 -6"
23 11'-8"
26
T-3" 7'-9"
B
22 16'-1'
C 29 24'-4"
33 F
9,
8'-1'
B
25 0'-10"
B
28
7'-3' 7'-9"
8'-2"
32
24 16'-1'
14'-7'
1
B 31 22'-8•
J
I
36 E
38
35
10'
6'-9"
8--2"
24 10'-9"
26
6'-8' T-4'
B
23 15'-3'
29 23'-2'
C
33 F
9'-9"
59'--5-
33 J
31 H
7'-9'
B
25 10'-4'
B
28
6' 8' 4"
J
H
20'-4'
19'-8"
25 15'-3'
J
32 21' 6'
36 E
10'
11'
6'-2"
8--0-
2426 10'-29'-10"
2629
6-5" 6' 9'
B
2 14
21,20'-7-
C 2
336
30
J
2'-10'
T_4"
B
B
6, 5. 7'-1`
25 14'-7"
32
F 1
11'
12'
5'-8"
T-7"
24 9'-9'
27
6'-0' 6'-5'
B
23 13'-6*
E 30 20'-4"
34
7'-1'
B
26 9' 6"
B
29
6--0' 6--9'
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
25 14'-0`
C 32 19'-8'
37 F
12-
13'
5'-2"
Tom"
25 9',5-
27
5'-8" 6'-2"
B
2426 12
E
333 19--8-8'-10'
3 38
SEE ALTERNATE FOOTING TABLES '
6 9'
6 9'-1'
29
5'-8" 6'-0"
13'-6"
FIGURE INDICATES EXPOSURE C
C
SHT. 10 FOR ATTACHED d FRFESTANO"IA Cfr/FR9
F
13'
IUt't L.L. I Ill
mrn - FREES IAINUINU
Ut
tN
LAI 11(:t L;UvtKJ
PAT10 COVER SYSnM AS MFG. BY:
OURALUM PRODUCTS, INC.REVISED
'
SCALE: NONE
'
11' UR LF
-58
EXP. B & C
51
10'-3" 29 G
�:
15'-7'
33
J
80.100 8 110 MPH
10'-6"
12'-8"
30
G
23'-2"
36
J
32'-8'
40
0'-2'
14'-3'
35
32 1
12'-1"
32
I
23'-2`
20'-4'
39
35
K
32'-8'
29'-10'
43
39
K
5'
6,
9'-8" 29 G
ff
9'-3" 11'-7° 29
9'-8' 31 H
4'-3"
13'-3"
34 J
31 (
9'-3'.
11'-0"
31
H
20'-4'
19'-0"
.38
35
J
29'-10"
2T-8"
42
38
K
,
6
7,
9'-2' 29 G
8'-7° 10'-8• 29 G
9'-2' 31 H
3'-3"
12'-4'
34 J
31 H
8'-7"
10'-2'
30
H
19'-0'
1T-1"
37
34
J
J
2T-8"
25'-1
41
38
K
J
7
,
81
8'-9' 28 G
T-8- 10'-0" 28
G
-9"ff�30 H
12'-4
11'-8"
33 J
30 H
8'-1'
9'-6'
30
1T-1-
16'-1'
. 36
33
25'-10"
24'11'
40
37
K
J
8
9.
8'-6" 28 G
7'-3' 9'-5' 28 G
H
10'-9"
33 J
30 G
7'-7"
g'-0•
30
H
16'-1'
15'-3'
35
33
J
24'-4"
23'-2"
39
36
K
J
\
IAJ
10'
8.2" 29
6'-8" 8'-11' 29 G
8'-2' 31 H
10'-9'
10'-2'
32 I
30 H
T-3'
8--6'
31
H
15'-3'
14'-T
35
32
J
I
3'-2'
21'-3'
39
36
K
S\Wr
30 H
6'-5" 8'-6' 30 H
32 I
0'-2'
9'-9'
32 I
31 H
6'-10
8'-2"
32
I
14'-7'
1
34
32
J
I
21'-3'
20'-4'
38
35
J
11'
12'
7'-7" 31
6'-0" 8'-2' 31 H
7'-7' 33 J
9'-9"
59'--5-
33 J
31 H
6'-8'
T-9"
33
J
13'-6"
12'-1 '
34
31
J
H
20'-4'
19'-8"
38
35
J
13'
T-4" 31 H
ff-33
5'-8" 7'-10' 31 H
7'-3' J
9'-5"
33 J
6'�'
7'-6'
30
J
2'-10'
33
J
I
FOOTNOTE
FOOTING BROWN REPRESENTS LENOF
GTH
THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
FOOTNOTE: 'SAMPLE'
�L
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
WHERE BLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 8' EACH SIDE FOR FREESTANDING ONLY.
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
FIGURE INDICATES EXPOSURE B,�
SEE ALTERNATE FOOTING TABLES '
FIGURE INDICATES EXPOSURE C
SHT. 10 FOR ATTACHED d FRFESTANO"IA Cfr/FR9
LAPMO QtI0185
GRAWN BY: E.H.
DATE: NONE
TOM CAMPBELL d ASSOCIATES, INC.
LATTICE
ABLE
LIVE LOAD -
10, 20 6 30 psT'
PAT10 COVER SYSnM AS MFG. BY:
OURALUM PRODUCTS, INC.REVISED
'
SCALE: NONE
'
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
REEESTAN'NDDINGTG
AND ATTACHED
HORLL WIND =
82M ALPINE AVE. SACRAMENTO. CA 05828
1(916)4S2
�:
RANCHO (�tl T�t•�07
10 i LL BO MPH
80.100 8 110 MPH
-?MI FAX s0Y751B gMso&-k—aom
SHEET 28 OF 33
1�
1 20# L.L. 110 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B & C
1 20# L.L. 110 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP. B & C
5
012
FEI-E-1y...,
3" SQ. STEEL BEAM DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM 3"x8" BEAM w/INSERT DBL. 3"x8" BEAM
G
13'-0"
31
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
9'-1"
FREESTANDINGHORIZ
AND ATTACHED
9'-3"
B280 ALPINE AVE. BACRAMEMO, CA 06626
29
G
�O
MAX.COL.
MAX.POST
00,100 5110 MPH
MIN.
MAXPOST
38
J
MAX.POST MAXPOST MAX.POST
SPACING SPACING
53
SPACING
SPACING
FTG.
H
FTG. SPACING
FTG.
pOST FTG,
FTG. PMOIST FTG. SPACING FTG, ppgT FTG, SP SPACING F7G, plgT FTG, p
FOR DBL FOR Y x S'
9'-0"
ON SLAB *
(SPAN)
(IN.)
TYPE
(IN.) (SPAN)
(IN.)
TYPE (IN.)
(IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) TYPE
5'
13'-7"
9-1"9-1"
B
1 13
6
B X24
8 1" 8'-7"
8'-3" 8'-6" 28 G
B
1921 18
C
2
30
2
F
5'
J
B
21 3'-0"
8'�"
30
8' 1• 8'-7"
1 T-7'
8'-6'
27 '-0"
30
7'
6'
11'-4"
8'-7'
20 11'-10"
23
B
7'-4" T-10"
B
20 16'-0"
C
25
29
F-
,
6
I
8'-T
B
22 1'-10"
7'-10"
25
7'-4' T-10"
16'-0'
21 16'-3"
27'-8"
39
31
1
8
7'
9'-8"
81-1.
21 10'-7"
23
B
6'-7" T-0"
B
20 15'-1'
E
26 '
30
F
,
7
I
8'-1"
B
23 10' T
7'-4"
25
6'-T T 0"
5'-2"
22 15'-1"
C
28'-10
32
8'
8'-6"
7'-8'
22 9'-10'
C 23
6'-1" 6'-6"
B
20 13'-T
E
26
30
F
8 '
H
7'-8"
B
23 9'-10"
7'-0"
B 26
6'-1' 6' 6'
4'-4"
22 13'-7"
28'-T
H23
32
9
7 -7 "
T-3'
22 8'-3'
C 24
5'-7" 6' 2'
B
21 12'-1
F
26 '
30
F
9
7'-3"
B
24 8'-3"
6'-7"
B 26
5'-7' 6'-2"
3' 8'
23 2'-1
E
29'-6"
33
11
10'
6'-9"
6''10"
22 8'-7'
24
C26
5'-4" 5'-7'
B
21 11'-9"
F
27
31,6'-10"
F
10"6'-T
I
6'-2"
24 8'-7"
6' 3'
32
5'-4" 57"
13_0
23 11'9"
29'-s"
37
34
O
=
,
12
12
6 -2
23 8'-1"
24
C
4'-10" 5'-4"
B
21 11'-2"
F
27 '
31,
F
116'-4"
J
6'7"B
B
25 8'-1"
6'-1"
27
4'-10' S'4"
12'-0"
23 11'2'
2sT-0"
3a
13'
5-8"
H
23 7'-10"
25
4' 6" 5'-0"
21 10'-3'
F
27
3112'
F
12'13'
J
6 4^
5'-8"
25 7'-10"�'27-6"B
5-9"
33
J
2'-0'
23 10'-3"
30'-3'
36
34
5'-2"
'"B
2 7'-7"
2527
4' 4" 4'-10"4
B
2224 9'-10.10"
F
2
'-8"
3235
F
13' .
26 T -7"E
C
4 4 10
30
1 20# L.L. 110 MPH - FREESTANDING OPEN LATTICE COVERS 12' OR LESS EXP. B & C
5
012
FEI-E-1y...,
9-1"
29
G
13'-0"
31
H
9'-1"
FREESTANDINGHORIZ
AND ATTACHED
9'-3"
B280 ALPINE AVE. BACRAMEMO, CA 06626
29
G
19'-2"
35
00,100 5110 MPH
(0161452.7021 FAIT 4011610 pin�dva4n.00m
2T-0"
38
J
,
5
9-1'
30
H
3'-0"
11'-10'
33
31
J
9'-0"
9'-2'
31
H
19'-2'
37JH
T-0'
41
K
,
6
6
8'-7' 28 G
H
8'-3" 8'-6" 28 G
1T'-7" 3424'-8"
37 J
8' 6"
30
H
1'-10'
11'-0'
33
30
J
8'-3'
8'�"
30
H
1 T-7'
364'
8"
40
K
7'
7,
8'-1' 28 G
H
T-8" T10' 27 G
16'-3' 33
22'-10' 36 J
8'-1"
30
1' 0"
10' 3"
32
29
I
8"
7'-10"
29
16'-0'
35
39
K
1
8
8'
7'-8" 28
G
G
7'-2" Tit" 28
G
15'-2" 3321'-4"
36 J
r_8
8'
29
10'-3"
9'-8"
31
29
I
7'-2"
7'-4"
29
5'-2"
351'-4"
38
K
9'
7'-3" 28 G
G
6'-9" T-0" 28 G
14'x" 32
20'-2" 35 J
7'-3'
30
H
-8"
g'-0"
31
29
H
6'-9"
7'-0"
30
H
4'-4"
3420'-2"
38
10
6'-10' 29 G
H
6' 6" 6'-7" 29 G
13'-8" 32
19'-2" 35
J
6'-10'
31
H
9' 3"
8'-9'
31
30
6' 6"
6'-7"
31
H
3' 8'
3419'-2'
37
11
11'
6'-7" 30 H
H
6'-2" 6'-3" 30 H
13'-0' 31
18'-3" 34
J
6'-7"
32
I
-9"
8' 6"
32
31
I
6'-2"
6' 3'
32
1
13_0
3318'-3"
37
O
=
,
12
12
6'4" 31
6'-0" 6'-1" 31
12'-6" 31
1T -T 34
J
6' 4"
33
J
8'-6"
8'-2"
33
31
J
6'-0'
6'-1"
33
J
12'-0"
331
T 6'
36
13'
6'-1" 31 H
H
5'-8" 5'-10" 31 H
12'-0' 31
16' 1 " 34"-2" J
33
J
5'-8"
5-9"
33
J
2'-0'
33
16' 9"
36
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY,
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 FREESTANDING COVERS
THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
FOOTNOTE: 'SAMPLE* v
FIGURE INDICATES EXPOSURE B
-fa FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C.
1/61
012
FEI-E-1y...,
TOM CAMPBELL a ASSOCIATES, INC.
u`�
POST SPACING TABLE
toP" E L so p.r
PATIO COVER SYSTEM AS MFG, BY:
DURALUM PRODUCTS, INC.
U1PM0 EJLI 0106
COAMERCVIL MID RESIDFMUI STRUCTURAL ENGINEERING
FREESTANDINGHORIZ
AND ATTACHED
1MN0•
B280 ALPINE AVE. BACRAMEMO, CA 06626
SHEET 29 OF 33
RANCHO CUCAMONGA, CA (061) 741.2167
WILL 00 MPH
00,100 5110 MPH
(0161452.7021 FAIT 4011610 pin�dva4n.00m
1/61
1 30# L.L. 110 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP_ B & C I
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5
01/!M2
[DrPAWY:EN.
3" SO. STEEL BEAM DBL. 3"x8"x.042"BEAM
DBL.2"x6.5"x.032" BEAM 3"x8" BEAM WINS RT DBL. 3"x8" BEAM
G
D
11'-3"
30
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
>
7'-0-
WL4D •
8'-1"
SHEET 30 OF 33
28
C7
O
003
MAX.COL.
MAX.POST
(815)462-1021 FAX 403-1519 nhimoom
23' 7'
MAX.POST
J
! ,
5
MAX-POSTMAX.POST MAX.POST I MAX POST !
SPACING SPACING
e o
8'-3"
SPACING
SPACING
FTG.
POST
FTG. SPACING
FTG, POST
FTG.
FTG. POST FTC+• SPACING FTG. POST FTG. SPACING FTG. POST FTG. ,POSST
FOR DBL. FOR 3' x B-
°°3
ON SLAB ♦
(SPAN)
(IN.)
TYPE
(IN.) (SPAN)
(IN.) TYPE
(IN.)
(IN.) TYPE (IN.) (SPAN) IN.) TYPE (IN.
( ) (SPAN) (IN.) TYPE (IN.) jTYPE
39
5'
13'-7"
8--3-
B
1 21 11
B
2123
T 10"7 7'-5'
B
19, 15
C
2325 23
10'-3'
27
F
5'
8'-3"
-3'
B
11'-3"
C
15'-3"
14'-2"
10" 7 -5'
1
21 5'-7'
i.
E
23'-7'
7,
9
T-2' 27 G
9'-7" 29 H
6'
11-4 "
7'-9'
20 10'-0"
21
T-3' 6'-6"
B
20 13'-8"
24 20'-8'
27
F
6
6-
5' 6'
7'-9"
B
21 0'-0"
C
23
T-3" 6'-6'
J
I
21 3'-8'
F
26 . 20'-8-
8,
30
6'-9" 28
G
9'-0" 28
H
7
9 -8 "
7'-2"
20 9'-2"
22
6'-8" 5'-10'
B
20 12'-8"
24 19'-3"
28
F
,
7
4'-11
7'-2"
B
22 -2"
C
24
6'-8' 5'-10'
J
H
22 2'-8"
F
26 19'-3'
,
9
30
6--4-28 G
8' 6" 28
Fi
8
"
8'-6-
21 8'-3'
22
6'-3' 51-6"
B
20 111-4'
24 18'-0"
28
F
8
4'-9"
6'-9'
B
23 8'-3"
C
24
6'-3" 5' 6'
1 r-7•
22 1' 4"
F
27 18'-0"
10
31
8'-1' 29
H
4'-4' S'-9' 29 G
9
7'-7 "
6'-4'
21 7'-10"
23
6'-0' 5'-0"
B
21 10'-4"
25 16'-0'
29
F
9
4' 4'
6' 4'
B
23 10'
E
25
6'-0' S'-0"
6'-8"
23 0'-4'
F
27 16'-3'
11'
31
T-8' 30 H
4'-1" 5'-7" 30 H
10
6'-9"
6'-1"
21 7'-5"
23
5' 8' 4'-9'
B
21 9'-9"
25 15'-7'
29
F
,
10
4'-1'
6'-1'
B
23 -5"
E
25
5'-8" 4'-9-
16'-0"
23 -9'
F
27 15'-7"
12'
32
T-4" 31
3'-9' 5'-3' 31
11
6 -2 "
5'-9'
22 T-1'
23
5'-2" 4'-5'
C
21 9'-0"
25 14'-9"
30
F
,
11
3'-9'
5'-9"
B
24 -1"
E
25
5'-2" 4'-5'
15'-3'
23 0"
F
27 14'-9'
13'
32
7'-1' 31 H
3'-6' 5'-1- 31 H
12'
5'-8"
5 -7"5'-7"
2224 6'-0w6'
23
4 9" 4'-2'
(;
2123 8 78,-T
2 13 8
30
F
12'
3' 6'
S'-1'
B
6"
F
25
4'-9' 4.-2'
14'-8'
35
F
28 3' g•
32
13'
T-2"
5-4"5'-4"
2 6-3"6'-3'
2426
4-0 4
C
2 8 3"'-3-
2 13
X33
F
13
25
4'-6' 4'-0'
24
28 13'-1"
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01/!M2
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8'-3"
28
G
•
DURALUM PRODUCTS, INC.
11'-3"
30
H
COAIMERCUL AND RE&DENiIAL STRUFTIAUL ENObEERINO
7'-0-
WL4D •
8'-1"
SHEET 30 OF 33
28
C7
16'-9'
33
J
(815)462-1021 FAX 403-1519 nhimoom
23' 7'
37
J
! ,
5
8'-3"
30
11'-3"
32
I
7'-0"
8'-1'
30
16'-8'
15'-3"
36
33
J
23'-6'
39
K
6,
6,
27 G
10'-4' 30 G
6'-3' T-4" 27 G
21'-6" 36 J
7'-9"
29
10'-3'
31
1
8'-3"
7'4"
29
15'-3"
14'-2"
35
32
1
21'-6"
38
K
7,
7,
T-2' 27 G
9'-7" 29 H
5'-6" 6'-10' 27
G
20'-0' 35 J
7'-2"
29
9'-7'
31
5' 6'
6'-10'
28
14'-2"
13'-3"
34
31
J
I
19'-10
37
8,
8,
6'-9" 28
G
9'-0" 28
H
4'-11" 6'-6" 28
G
18'-8" 34 J
6'-9"
29
9'-0"
30
4'-11
6'-6'
29
13'-3-
12'-T
34
31
J
H
18'-8'
37
,
9
9.
6--4-28 G
8' 6" 28
Fi
4'-9" 6'-1' 28 G
17'-7' 34
J
6' 4'
30
H
8' 6'
30
4'-9"
6'-1'
30
H
12'-T 33
11'-1 31
J
H
1 r-7•
36
10
6'-1' 29 G
8'-1' 29
H
4'-4' S'-9' 29 G
16'-9" 33
J
8'-1"
31
H
8'-1'
31
4' 4'
S'-9'
31
H
1'-10"
11'-4'
33
30
J
H
6'-8"
36
S�
11'
5'-9" 30 H
T-8' 30 H
4'-1" 5'-7" 30 H
16'-0"
32
I
7'-8'
32
I
4'-1'
5'-6"
32
I
11' 4'
-0'-10"
32
31
I
H
16'-0"
35
J
11
12'
5'-7- 31
T-4" 31
3'-9' 5'-3' 31
15'-3" 33
J
5'-7-
33
J
7'-4'
33
J
3'-9'
5'-3'
33
J
10'-6"
133
31
J
1
15'-3'
35
12'
13'
3-'-4" 31 H
7'-1' 31 H
3'-6' 5'-1- 31 H
14'-8" 32
5' 4'
33
J
T-1'
33
J
3' 6'
S'-1'
33
J
10,-6.
33
J
14'-8'
35
J
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 6' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED A FREESTANrMn COVERS
r
THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
THE SMALLER OF THE MAXIMUM SPAGNG SHOWN IN THIS
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
SELECTED BEAM.
FOOTNOTE: 'SAMPLE'
FIGURE INDICATES EXPOSURE 8 1\�Z
ja FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B a C.
01/!M2
[DrPAWY:EN.
TOM CAMPBELL a ASSOCIATES, INC.
LATTKE
POST SPACING TABLE
LIVE LOAD "
10.20 a 30 pd
•
DURALUM PRODUCTS, INC.
IAP1A0ER!0196
ONE
COAIMERCUL AND RE&DENiIAL STRUFTIAUL ENObEERINO
FREESTANDINGHOR2
AND ATTACHED
WL4D •
OPW ALPINE AVE., SACRAMENTO, CA 986258Y:
SHEET 30 OF 33
RASO CUCAMONGA. CA (951)741-2101
1 LA.. MPH
90,100 a 116 MPH
(815)462-1021 FAX 403-1519 nhimoom
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SMT_ 10 FOR ATTACMFO A FREESTANDING COVERS
FOOTNOTE: "SAMPLE' I
FIGURE INDICATES EXPOSURE 8—a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
�4LAY
7" I -BEAM W/ (2) "C" SPLICES 12' OR LESS EXP. B & C
FREESTANDING & ATTACHED SOLID COVERS 20# L.L.
J
30'-2' 32
90 MPH
29'-0' 37
J
100
MPH
110 MPH
2T-10' 36 K 2T-2' 35
F
'
FREESTANDING
ATTACHED
28'-10" 34
FREESTANDING
ATTACHED
FREESTANDING ATTACHED
26'-4"
36
MAX3 T
MST
FTG
I
J
T-7'3335
F
M
POSTPAN)M32
G
ST
F
26-15"24'.=1' 37 J 24'-9.21'-10" 36�
SP(SPANACING
(IN.)
CINGMAX.POST
��
SPACING (IN�.
POST
TYPE
SPAA IMAXPOG
(SPANEffi24'i
(N'
24'-1.
POST SPACING
39 K
30'-0' 35
J
30' 1' 32
F
29'-0' 37
J
29'-2'
3a
F
23'-0'20'-3" 3739
23'-8"22'-3.3739 J
537
Z
�,
24 �"
6"
28'-10" 34
27'•7' 39
22'-3.
26'-4`
36
K
376,2T
23'-9" 33
J
24'-0" 35
F
3335
27'-26
F
26'
X36
J26
F
3537
F
CL8
6
F
22'-10' 37
21'-9' 36
26-3.X36
0'-10'
4.
25'-2"
24-1
9'
22'-6' 33
J
38,
F
21'-8• 34
J
25'-0' 34
J
25'-7' 34
F
24'-7" 35
J
24'-8•
36
F
23'-8" 37
J 23'-0' 37
F
1s'-6•
ZQ
7
24'-4" 35
24'-6' 36
23'-3" 37
J
22'-3'
38
20'-7' 34
22'-3' 39
K 20'-3' 39
38
F
<
8,
23'-9• 33
J
24'-0' 35
F
23'-0' 35
J
23' 1"
37
F
22'-2" 36
J 21'-6" 38
F
I
11'
22'-9' 35
J
22'-10 37
F
21'-9` 36
J
20'-10'
39
F
20'-10 38
19'-0' 40
19' 6" 33
9'
22'-6' 33
18'-8" 35
22'-7• 35
F
21'-8' 34
21'-9'
37
F
20'-10" 35
20'-3' 39
F
J
F
21'-6• 34
J
z r -r 38
39
20'-7- 36
18'-1' I 35 J 1 r -r 41
1 s' 6"
3s
12'
1 s'-6• 37
1 r-1 o" 41
.
18'-9 40
0
1 T-1'
32
21'-20
J
21 3639
F
3435
20'-16
I
20-88-8"
38
F
19'-98.8. 3537
40
J 19'-17
F
Z34
10'
4.
1T-4" I 36 J 17'-0• 42
20'-r
-T
J
18'-1 ° 40
1 T -Y 36
-0" 1
16'-6'
42
20'4" 32
20'-6" 37
F
19'-7" 33
J
19'-9'
39
F
18'-10", 35
J 18'-4•
F
33
J
19'-7' 39
18' 8" 35
1 T-10'
41
i T?10 37
.40
16'-3 42
1W-15" 3234
J
19'- 18,-9" 3
F
18 3336
J
18'- ;
3 41
F
18'-17
3538
J 1 T 4143
F
12'
-8.
4o
T-10.
•1
1
5,-7.
13'
32
J
18'-10" 38
F
18'-1" 34
J
18'-2"
40
! F
17 4' 36
J 1T-0' 42
F
18'-0" 34
18'-1" 40
1;-2" 36
16'-6"
42
I .
16'-6 38
15'-0' 43
�i0NA
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SMT_ 10 FOR ATTACMFO A FREESTANDING COVERS
FOOTNOTE: "SAMPLE' I
FIGURE INDICATES EXPOSURE 8—a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
�4LAY
DRAWN BY: E.N.
30'-1" 35
J
30'-2' 32
F
29'-0' 37
J
29'-2'
34
F
2T-10' 36 K 2T-2' 35
F
5,
28'-9' 37
RANCHO ^CA (B61)74141W
28'-10" 34
90,7006110'APN
2T-7' 39
K
26'-4"
36
26'-4" 40' 24'-0" 37
2r-6*26'-3" X36
J
T-7'3335
F
26-13"25'-2. 3838
J
26'
3537
F
26-15"24'.=1' 37 J 24'-9.21'-10" 36�
F
6'
4.
24'-1.
39 K
25 3435
J
3436
25'- 24
F
24'-23,-3. 3537
J
24'
3638
F
23'-0'20'-3" 3739
23'-8"22'-3.3739 J
F .
Z
�,
24 �"
6"
22'-3.
K
Q
23'-9" 33
J
24'-0" 35
F
23'-0' 35
J
23'-1 ••
37
F
22'-2• 36 21'-6" 38
J
F
CL8
22'-9" 35
22'-10' 37
21'-9' 36
0'-10'
39
20'-'10 38 19'-0' 40
9'
22'-6' 33
J
22'-7" 35
F
21'-8• 34
J
21'-9'
37
F
20'-10" 35 20'-0' 39
J
F
2r 6• 3a
21'-7• 36
20'-7" 3s
1s'-6•
3s
1s,-6• 37 1r -1o• a1
21'-3' 32
J
21'-8" 36
F
20'-7' 34
J
20' 8"
38
F
19'-9" 35 J 19'-3' 40
F
0,,
20'-4' 34
20'-7" 39
19'-7" 35
18'-8"
40
I "
18'-8 37 17'-0' 41
11'
20'-4" 32
J
20'-6" 37
F
19' r 33
J
19'-9'
39
F
18'-10" 35 J 18'-4" 40
F
19' 6" 33
19'-7' 39
18'-8" 35
17'-10'
41
1i;10 37 18'-3' 42
19'-0" 32
J
19'-T 37
F
18'-9' 33
J
18'-10"
39
F
18'-1' I 35 J 1 r -r 41
F
12'
.
18-8 34
.
18'-9 40
i r-10' 36
1 T-1'
41
17'-1' 38 15'-T' 43
13'
18'-9' 32
J
18'-10" 38
F
18'-1" 34
J
18'-2"
40
F
1T-4" I 36 J 17'-0• 42
F
18'-0' 34
18'-1 ° 40
1 T -Y 36
16'-6'
42
16'-8 38 15'-0' 43
"
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED r EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
SMT_ 10 FOR ATTACMFO A FREESTANDING COVERS
FOOTNOTE: "SAMPLE' I
FIGURE INDICATES EXPOSURE 8—a
FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B & C.
�4LAY
llr
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC -SOLID
BPS TABLE
LIVE LOAD"
PATIO COVER SYSTEM AS MFG. BY:
I~ ER./ 0186
DATE: 160f/1012
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENotr�E1BN0FREESTANDINGf0,
FREESTANDING
AND ATTACHED
40 A 30 D
HORQ WIND
DURALUM PRODUCTS, INC.
67Ei ALPINE AVE.. SALXUTARENTO, CA 16628
REVISED BY:
RANCHO ^CA (B61)74141W
� � �1 �
90,7006110'APN
tE 464-70Q1 FAX403.1519
SHEET 320E 33
llr
ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL
WIND
DESIGN S.M.S
90 MPH #14 A 12' O.C.
100 MPH #14 @ 10" O.C.
11OMPH #14 (o B- O.G.
NOTE: #14 SMS SHALL HAVE
A MIN. 1" PEN. INTO HEADER
HEADER BEAM AND ENCLOSURE WALL SYSTEMS
MUST BE I.C.C. E.S. AND/OR IAPMO E.S. LISTED UNDER 2009 IBC,
2009 IRC AND/OR 2010 CALIF. BLDG. & RESIDENTIAL CODES.
PANEL TO HEADER BEAM CONN.
SHOWNK:,WALL FASTENERS
SEE TABLE SHEET 9
PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE
I
'UL
OF
OPTIONAL DECORATNE FASCIA
#14 S.M.S. ( WOOD, ALUM. OR HAROBORD)
SEE TABLE
EXTRUDED
'IR3' GUTTER-,
INSULATED ROOF PANEL INSULATED ROOF DPANEL
BEA IR NG WALL SYSTEM NON-BTEARING WALL SYSTEM
ALUM.ALLOY
6063-T6
T=.060ly
FOR APPRO0'
3'OR4YINSUL. ROOF ALLFASTENERS
SEE NOTE BSEE TABLE SHEET 9
3" OR 4.25" HANGER CHANNEL
EXTRUDEDAAr L
DRIP EDGE GS�o �H
a
.C37948
�
OPTIONAL RAIN GUTTER P. 1/� )
BEAM HEADER /
SHOWN IN THIS REPORT) �/
OPTIONAL NON-STRUCTURAL FASCIA
NOTE:
THE PANELS USED WITH THE PATIO COVER STRUCTURES RECOGNIZED IN THIS
EVALUATION REPORT MUST BE ICC -ESR 1230 EVALUATION REPORT AND/OR
DURALUM PRODUCTS INC. CALIFORNIA FBH APPROVAL FOR PATIO COVERS
COMPLYING WITH THE 2009 INTERNATIONAL BUILDING CODE, 2009 INTERNATIONAL
RESIDENTIAL CODE AND/OR 2010 CALIFORNIA BUILDING CODE AND 2010
CALIFORNIA RESIDENTIAL CODE WHICH MUST BE SUBMITTED WITH THE DURALUM
PATIO COVER DRAWINGS INDICATED IN THIS REPORT.
NOTE:
ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
DRAWN BY: E.N.
TOM CAMPBELL ASSOCIATES, INC.
LIVE LOAD a
AS :
VIPMO ERA 0185
DATE: 1DA1/•2012
COMMERC MID RESIDENTIAL ENGINEERING
INSULATED ROOF
10.20 8 30 pd
DURALUM PRODUCTS, INC.
SCALE: NONE
PANEL CONNECTIONS
HORIZ WIND •
b268 ALPINE AVE, SACRAMENTO, CA 86828
REVISED BY:
ANAL
CUCAMOWICA (96 )741
RANCHO CUGMONOA G (861) 711,2107
8o, too a I10 MPH
(810)16Z-7021 FA:(4011bi8 �ablQ6vaMn.cam
SHEET 33 OF 33