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ATTACHMENT CHANNEL
ALUMINUM SEE DETAIL
ROOF PANEL
SEE SCHEDULE
FOR SPANS —�
'O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE
* SO. POSTS, SIZE VARIES SI
* SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED COLUMNS WHEN USING 2' X 812' SIDE PLATES.
SOLID PANEL TYPES i
pNG7h OF ATTACHMENT C i NEL
S!, S7RU ALUMINUM SEE DETAILS —�
ny PR ' ZS z Rf yA eS ROOF PANEL MIN. 0.25' SLOPE PER FT.
RafSCHEDULE
cnj SE FOR SPANS —�
OPTIONAL: CANTILEVER
SEE SCHEDULE FOR
POST SPACING
3 112' SLAB
ALTERNATE:
ATTACHMENT SINGLE POST
MAY BE USED SEE SCHEDULE
WHERE PERMITTED.
SEE SCHEDULE
MAX. HT. -17 NOTE: NO SPLICE AT THIS
POST AND A END BAYS.
FOOTING WHERE REQUIRED
SEE SCHEDULE
FOR FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INI
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTH
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:
3 117 SLAB SINGLE POST
MAY BE USED SEE SCHEDULE
TO CONSTRAIN
FOOTING, SEE
SCHEDULE
FOOTING WHERE REQUIRED
SEE SCHEDULE FOR FOOTING CUBE SIZE
1/2 x 9' STEEL ROD
TYPE "C" FREEST
EXP.
BEAM
JSEE SCHEDULE FOR
POST SPACIN
5
OTE O SPLICE AT THIS
POST D AT END BAYS.
NOTE: EACH COMPONENT IS INTER-
CHANGEABLE WITH ANY OTHER
COMPONTENT UNLESS OTHERWISE SHOWN.
;ANTILEVER OPTION
'O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE -
* SO. POSTS, SIZE VARIES
31/2' SLAB
ATTACHMENT
MAY BE USED
WHERE PERMITTED.
SEE SCHEDULE
MAX. HT = 17
,W TING WHERE REQUIRED _
SEE SCHEDULE I
FOOTING CUBE SIZE NOTE: EACH COMPONENT IS INTER -
IB /
CHANGEABLE WITH ANY OTHER
I COMPONTENT UNLESS OTHERWISE SHOWN.
"B" ATTACHED MULTISPAN W/CANTILEVER OPTION
�NG
MINUM I 7?iOF's
PANEL MIN. 0.25 SLOPE PER FT.
'O.H.' NOT TO EXCEED 25%
OF SPAN
SEE DETAIL FOR SPLICE -
SO. POSTS, SIZE VARIES
3 1/2' SAAB
SINGLE POST
TOM CAMPBELL 6 ASSOCIATES, INC.
MAY BE USED
SEE SCHEDULE
:
it
TO CONSTRAIN
DATE: I NONE
SPLICE A
T!tD
THIS
FOOTING, SEE POSAT
END BOYS.SCHEDULE
FOOTING WHERE REQUIRED
RANCHO CUCAMONOA. CA (951) 741-2107
90�a' 11 �
SEE SCHEDULE FOR FOOTING CUBE SIZE
SHEET 2 OF 33
EACH COMPONENT IS INTER -
1/2 x B';STEEL ROD
GEABLE WITH ANY OTHER
I
COMPONTENT UNLESS OTHERWISE SHOWN.
TYPE "D" FREESTANDING MULTISPAN
W/CANTILEVER OPTION
DRAWN BY: E.N.
TOM CAMPBELL 6 ASSOCIATES, INC.
LIVE LOAD -
:
IAPMO ERN 0195
DATE: I NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
SOLD STRUCTURES
10, 20 A 30 Pd '
jPdkTIO
DURALUM PRODUCTS, INC.
REVISED BY:
RANCHO CUCAMONOA. CA (951) 741-2107
90�a' 11 �
SM ALPINE AVE" SACRAMENTO' G °tsex°
(D15) 462.7021 FAX 403-1619 d�durMm.00m
SHEET 2 OF 33
RAFTER SEE TABLE
* SEE SHT.15 FOR MINIMUM NUMBER OF REQUIRED
OPEN LATTICE
COLUMNS WHEN USING 2' X 6 112' SIDE PLATES.
TYPES
ANDFORS1ZE
SPACING
r
MAX PROD.
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
): THIS OPEN LATTICE -TYPE STRUCTURE SEE
CHANGEABLE WITH ANY OTHER
T
SEE SCHEDULE
MAV"T BE COVERED.
COMPONTENT UNLESS OTHERWISE SHOWN.
MAX O.H. O.
79% OF SPAN
\
RAFTER SEE TABLE
FOR SIZE
\
3 OF 33
CHANGEABLE WITH ANY OTHER r
AND SPACING
OPEN LATTICE -TYPE COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE REAL
SCALE NTS
C1
SEE SED. FOR FOOTING CUBE 5QE
SEE BONED. FOR FOOTMRq CUBE Blg
TYPE "G" FREESTANDING SINGLE SPAN
LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN
T�
0
Ot
LENGTH OF STRUCTURE VARUE9
0
-K
POST WITH SIDE PLATES
SEE DETAIL
LENGTH of STRUCTURE VARIES
NOTE: EACH COMPONENT IS INTER-
3 1? SUB ATTACHMENT
MAY BE USED WHERE
POST WITH SIDE PLATES
SEE DETAIL
CHANGEABLE WITH ANY OTHER
T
COMPONTENT UNLESS OTHERWISE SHOWN.t
s w'AI
3 1? SLAB ATTACHMENT
1
:EACH COMPONENT IS INTER-
wHERe
F02 WHERE
BEE BCHEIC FOR
E WITH ANY OTHER
r
PERMAY IT ED
OPEN LATTICE -TYPE COVER
NT UNLESS OTHERWISE SHOWN.
SEE SCHEDULE
SCALE TITS
Nom: THIS OPEN LATTICE-
MAYBE CAVE
FOOTING WHERE REQUIRED,
SEE SCHED. FOR FOOTING CUBE SIZE
TYPE "E" ATTACHED SINGLE SPAN
LATTICE STRU
9 TYPE "F" ATTACHED MU.LTISPAN
LATTICE STRUCTURE
* r N . C37
NOTE: TTNB OPEN LATTICE -TYPE sTRUcr1RRE
EXP. (3
MAX PROJ.
MAY NOT BE COVERED.
MAX PROJ.
SES P» SEE 9CH
NOTE: THIS OPEN
SEE SCHEDULE
A ANDND
E
MAr BE�Z
RAF -TER SEE TABLE
O.
7,T MAIC O.H.
2S% OF SPAN
A S
T
O.
O.H.
5% O
73% OF SPA"
l�
h =
LENGTH OF STRUCTURE VARIES
0)
O
'
I CROSS -SE
LENGTH OF STRUCTURE VARIES
I .-
3 1? SLAB
SEE PO7"IrSLAB
MAY BE USED
r
NOTE: EACH COMPONENT IS INTER-
TO CONSTRAIN
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
OPEN LATTICE
CHANGEABLE WITH ANY OTHER
T
FOOTING, SEE
SCHEDULE
WAVY BE USED
COMPONTENT UNLESS OTHERWISE SHOWN.
RANCHO CUCAMONGA, CA 19511741.2107
NOTE: EACH COMPONENT IS INTER -
TO CONSTRAIN
B2B9 ALPINE AVE, SACRAMENTO, CA 961126
3 OF 33
CHANGEABLE WITH ANY OTHER r
FoOrNo, SEE
SCHEDULE
OPEN LATTICE -TYPE COVER
FOOTING WHERE REQUIRED
COMPONTENT UNLESS OTHERWISE SHOWN.
FOOTING WHERE REAL
SCALE NTS
C1
SEE SED. FOR FOOTING CUBE 5QE
SEE BONED. FOR FOOTMRq CUBE Blg
TYPE "G" FREESTANDING SINGLE SPAN
LATTICE STRUCTURE
TYPE "H" FREESTANDING MULTISPAN
TTICE STRUCTURE
DRAWN BY: Ell.LIVE
TOM CAMPBELL b ASSOCIATES. INC.
LOAD •
P SYSTEM .
IAPMO ERi 0196
DATE: 10001112012
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
OPEN LATTICE
10, 20 a 30 p1
DURALUM PRODUCTS, INC.
SCALE: NONE
RANCHO CUCAMONGA, CA 19511741.2107
STRUCTURES
HORIZ WIND •
B2B9 ALPINE AVE, SACRAMENTO, CA 961126
3 OF 33
REVISED BY:
90,100 a 110 MPHSHEET
(V15)452-7021 FAx403-1519 a.�aurunoom
SOLID PANEL SPANS FOR COMMERCIAL & PATIOS 90/100/110 MPH EXPOSURE B & C
�pNAL F
.25'rl T=SEE TABLE BELOW d ao' �7T ♦I�iCJ Y �(�1/ I r R•.ttr
40• ` QG�j�� /ji t.tts
.48' 70' �O OAFm �1 W
40 25 • A 1.125'I
1.48 .35' 2 I .
3.00. 4.50' 4.50' �-- 4.50' 4.5U' 3.00 �. C37) * iowl Ts
!LJ u
24.00" • ��� � � • I t
ALUM. ALLOY 3004-H38 OR EQUAL ALUM. ALLOY 3004-H38 OR EQUAL
I
FOOTNOTE: 'SAMPLE'
FIGURE INDICATES ATTACHED
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 8 OF 33.
12' x 3 1/2• W PANEL (SEE NOTE 1 BELOW)
24' TRI -'V' PAN (SEE NOTE t BELOW)
L.L =
PANELT
L.L.=
PANELT
90 MPH
SPAN
100 MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
I EXP.0
EXP.B
EXP.0P?�'-4'
11'-7'
EXP.0
1 a-4'
10'-8'
9'-0•
8'-0'
8'-1'
T-2'
13'-Y
8'-8'.01811'-3•
12'-4•
12'-T
11'-8'
14'-7'
12'-10'
13'-2'
11'-7'
12'-0•
IV -r
1'-T
10'-8'
9'-10'
9'-31a4'
9'-2•
9'4'
8'-3'7'-T
15'-4'
151-8'
10
.024
17-T
.032
;18'4•
177-1'
1773'
18-1•
18'x'
13'-2'
12'-3'
12'x'
11'-r
11'-9'
10'-10'
15'-9•
18'-3•
12'-0'
1a-7'
10'-9•
9-T
7-10'
8'-8-
18'-0•
.032
18'-10•
17-1'
11'-8•
11'-7
10'-4'
1Y8*
15' d'
14'-3'
14'-0'
13' 4-
13'-8'
17-8'
1a-9'
11' 0'
103'
81•1'
T-2'
7'4•
8'-8'
11'-T
.018
1a-7'
024
113'-Y
17-T
12'-8'
17-0'
12'-2'
9.,,8.
1.
9._1.
8._8.
8,-9,
8.3.
13'-10'
14'-0'
''
P>14--2-
10'-4'
9'-2'
g•.4•
8'-3'
8'-r�3"w
18' 8'
20
.024
18'-2'
14'-4•
�
1773•
18'-0'
18'-7
15'-8•
11'-1'
10'-7•
10• g•
10'-1'
1 a-
1a-2'
1a3'
9'-10•
12'-0'
1 01-r
10'-9'
9 -r
9 -10•
8'-8•
10'-2'
.032
9'-10•
19'-4'
1 r -e'
1 r3'
11'-4•
10'-10•
123-
i (y4r
.024
11'-10-
1r-2•
11'3•
1a 9•
8'-8'
8'-0'
8'-1•
7'-2'
7'�4'
13 '-3'
13'-3•
.018
17-10'
1713'
032
>1v3-'
113'-7
13'-1 •
13'-2'
17-7
12'4r
8'-1'
T-9•
7-10'
778'
14'-9'
14'-10'
9'-9'
9-2'
9'4'
8'-3'
8'-T
T-7'
30 '
.024
14'-1'
9-9'
9'-4'
9'-8•
9'-1'
9'-Y
8'-9'
10'-9•
9'-7-
9'-10'
8' 8'
.032
1a -e•
1a•9'
1a -e'
1a -r
1a -s•
1o' -r
FOOTNOTE: 'SAMPLE'
FIGURE INDICATES ATTACHED
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 8 OF 33.
12' x 3 1/2• W PANEL (SEE NOTE 1 BELOW)
TOM CAMPBELL 6 ASSOCIATES. INC.
L.L =
PANELT
190 MPH SPAN
100 MPH SPAN
110 MPH SPAN
(PSF)
(IN.)
OFB
EXP.0
EXP.B
EXP.0
EXP.B
EXP.0
RANCHO CUCAMONGA. CA (951► rat -2107
13'•1 •
11'-7'
11'-9'
1 a-4'
10'-8'
9'-8'
0�
14'-1'
13'-Y
13' 3'
12'-4•
12'-T
11'-8'
14'-7'
12'-10'
13'-2'
11'-7'
12'-0•
IV -r
.024
10
177.8'
15'-4'
151-8'
13'-10'
14'-3'
17-T
.032
;18'4•
177-1'
1773'
18-1•
18'x'
1S-1'
19''-10'
177-7
177-10'
15'-9•
18'-3•
14'-4•
040
:201-r
19'-2'
19'x'
18'-0•
18'.9•
18'-10•
17-1'
11'-8•
11'-7
10'-4'
1Y8*
91-8'
020
11'-10'
11' 3'
11'-4•
1a-9'
11' 0'
103'
13'-4'
17-V
12'-10'
11'-T
17-0'
1a-7'
024
113'-Y
17-T
12'-8'
17-0'
12'-2'
11'-8•
20
032
15'-8'
15'-8'
14'-10•
14' 8'
1514'
14'-9'
13'-10'
14'-0'
''
P>14--2-
12'7"
113' 4'
1 Tom'
18' 8'
18'-8'
15'-9'
18'-2'
14'-4•
�
1773•
18'-0'
18'-7
15'-8•
15'-10'
151-0'
10'-T
1a-2'
1a3'
9'-10•
10'-0•
9'-8'
.020
1a 8'
1a-1'
10'-2'
9 8'
9'-10•
19'-4'
1 r -e'
1 r3'
11'-4•
10'-10•
11'1*
i (y4r
.024
tr B•
1r-2•
11'3•
1a 9•
to' -1o•
1a a•
30
3-8
13 '-3'
13'-3•
17-9'
17-10'
1713'
032
>1v3-'
113'-7
13'-1 •
13'-2'
17-7
12'4r
17-Y
15'4•
14'-9'
14'-10'
14'-3'
14'-0'
13'9'
040
16'-Y
14'-0•
14'-8•
14'-1'
DRAWN BY: E.N.
TOM CAMPBELL 6 ASSOCIATES. INC.
LIVE LOAD
TI COVER SYSTEM AS MFG. BY:
IAPMOERM 0195
DATE: tOAtllOt2
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENOMEERM
PANEL SPANK
10.20830 pd i
•
IPATI -
DURALUM PRODUCTS. INC.
PINE BACRAMENTD, G 95e40
REVISED BY:
RANCHO CUCAMONGA. CA (951► rat -2107
o. go & 1NND
To,tlos,toMP►t
(918) 4 2.7021AVE.,
(we)�-TDZt FAxfOS161p WY�AnknLapm
SHEET 4 OF 33
SOLID PANEL SPANS FOR COMMERCIAL & P
7r .09R. (I.S.) 8r
N .25'
ALL UNMARKED RADII .06R
2.5N
a
TY 5 .38'
7
5•
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.
m
No. C37948Y
XP. 03/31//b)
NOTE: DETAIL FOR
PANEL FASTENERS
ARE SHOWN IN
TABLES 1,2 AND 3
SHEET 8 OF 33.
FOOTNOTE:
'SAMPLE'
90/100/110 MPH EXPOSURE B & C
8' x 2 }2' FLAT PAN (SEE NOTE 1 BELOW)
TOM CAMPBELL 8 ASSOCIATES, INC.
L.L.=
PANELT
90 MPH
SPAN
1DO MPH
SPAN
110 MPH
SPAN
(PSF)
(IN.)
EXP.B
EXP.0rFX
EXP.B
EXP.0
EXP.B
EXP.0
(916) 452.7021 FAX 403.1519 ufw�dun!<en.00m
SHEET 5 OF 33
11'-4'
to' -1"
9'-1"
9'-4'
8'3-
.020
1 r-3"
11'W7'
109'13'
'-10'10x'
1"
11'-8'
10'-4'
10'-8'
9'-0".024
10
13'7'
12x'9'
13'-4'
12'x'
1 r-7"
11' W
15'-2"
13'-4'
13'-81
12'-1"
12'-4'
11'-0'
10
.024
16' 2'
14'-8•
14'-8'
13'-0'
13'-4'
11'•9•
.032
15'x'
14'4'
14'-6'
13'-8'
13'-8"
12'-8'
15-10'
14'-9'
15'-0'
13'-10'
14'-2'
13'-1'
.032
18' 1'
1 T-0"
1 r-2'
15-4'
15'-10•
14'0•
.040
16'-9'
17'0'
15'-9'
16'-11
14'-10'
1 r-9'
16'3'
16'-9'
15'-r
15'-10'
14' 8'
10'•8•
10'-01
10'-1'
9'-1 •
9'-4'
8'-3-
.020
2a -r
19 -2'
19
18' 4'
1 T-0'
10' 4'
9 -10'
10 -0'
9'-4'
9'-7"
9'-0-
.018
11'•7'
11'-1'
11'-2'
to -4'
10'-0'
9'-6'
.024
20
1r�•
10'-10•
1r-0•
10'x•
1o•r
1a-0•
.020
13' r
12'-10•
13'-0•
1 r3'
12'-8"
11'-9-
.032
1 r-10•
1 rte•
1 rte•
1 a -s'
1 r-0•
10'x•
1 T-4"
12' 8'
Ir -91
12'-2'
12'•3'
11'-7"
20
.024
15' 2'
1�14'1
13'-10'
14'-1-
13'-2"
.040
1 r3'
12' 4'
11'•9'
11'-10'
11'-r
15-0'
14'-0•
'
13'-r
13'-9'
13' W
.032
9'-3-
8'-10'
9'-0'
8'-r
e'-8'
8'-3•
.020
15'-2'
14'-0'
14'-7'
13'-9'
14'-0'
13'-2'
9'-2'
8'-9"
8'-10'
8'-8'
8'-7-
8'.2-
.040
10'.2-
9'-10•
9'-10"
9' 8'
9'-r
9'-r
.024
16' 8'
18'-r
15'-8'
16'-0'
15-0'
30
10'-1'
9'-9'
9'-9•
9'-4'
9'-0'
9'-0'
.018
11'-10'
11'-8•
11'-7'
11'-1•
11'-2"
10'-8'
.032
9'-10'
9'-0'
9'•r
9'-2'
9'3'
B'-9'
10-r
10'3•
103•
9'-10'
1a-0"
9'-0-
.020
'x"
12'-r
12'-0'
040
p
�1112'x•
1a-2'
9'-9•
9'-10'
W-4'
13'-2'
11'-2•
12i
1r-4'
11'-9'
NOTE 1: WHERE MULTIPLE SPANS OCCUR, MULTIPLY
TABULAR SPAN BY THE APPROPRIATE FACTOR SHOWN
IN TABLE 1, SHEET 1.
m
No. C37948Y
XP. 03/31//b)
NOTE: DETAIL FOR
PANEL FASTENERS
ARE SHOWN IN
TABLES 1,2 AND 3
SHEET 8 OF 33.
FOOTNOTE:
'SAMPLE'
90/100/110 MPH EXPOSURE B & C
FIGURE INDICATES ATTACHED
FIGURE INDICATES FREESTANDING
6• x 2 X' 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.0
EXP.B
EXP.0
EXP.B
EXP.0
(916) 452.7021 FAX 403.1519 ufw�dun!<en.00m
SHEET 5 OF 33
11'-0'
11'-r
9'-10-
1a -r9-0'
.018
512'-6"
'-10'10x'
11'-1"
-9'.020
13'-2"
13'-4'
12'x'
1 r-7"
11' W
15'-2"
13'-4'
13'-81
12'-1"
12'-4'
11'-0'
10
.024
15'x'
14'4'
14'-6'
13'-8'
13'-8"
12'-8'
16'-8'
16'-9'
14'•9'
15'3
13'-8
.032
16'-9'
17'0'
15'-9'
16'-11
14'-10'
2a• 10'
19'-2'
19'-r�rw,1T9'"040
2a -r
19 -2'
19
18' 4'
1 T-0'
11'4'
10'-9'
1a-10'
9'-10"
10'-2'
9'-0-
.018
12'-1"
111-8'
11'-r
10'•8•
11'•1•
9'-9"
.020
1 r-10•
1 rte•
1 rte•
1 a -s'
1 r-0•
10'x•
13'-1'
1 r-0•
1 r -r
12'-0"
12'-1'
11'-0"
20
.024
1 r3'
12' 4'
11'•9'
11'-10'
11'-r
15'-4'
14'-0•
14'-9'
14'-0•
14'-2'
13'-4•
.032
15'-2'
14'-0'
14'-7'
13'-9'
14'-0'
13'-2'
18'-0'
'16'.2"
15'3'
.040
16' 8'
18'-r
15'-8'
16'-0'
15-0'
10'-0•
Ir 7'
9'-8'
91-3'
9'-4•
9'-0'
.018
9'-10'
9'-0'
9'•r
9'-2'
9'3'
B'-9'
10-r
10'3•
103•
9'-10'
1a-0"
9'-0-
.020
101-8•
10'-1'
1a-2'
9'-9•
9'-10'
W-4'
11'�vl
11'-2•
10-6'
1a-9'
10'-3'
30
.024
11'-1'
1a -r
10'-8•
10'-r
13'-6'
13'-0'
13'-1'
12'-r
12 8'
12'-1'
.03Z
13' 4'
12 10'
12'-10'
1 r 4'
12'-6'
11'-10'
14'•r
14'•7'
14'-r
14'3'
14'-8"
13'-9'
.040
16'-8'
18'-r
15'-0'
18'-0-
i6'-0'
FIGURE INDICATES ATTACHED
FIGURE INDICATES FREESTANDING
AWN S1': E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD.
PATI R SYS MFG. BY:
tD.1E: 10101/2012
LLE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINE1;iINOPANEL6PAN9HOR�
10.20 A 3o pl
YNNO•pip
DURALUM PRODUCTS, INCIAPMOEFtA0195
ALPINE AVE., SACRAMENTISED
BY:
RANCHO WCAMON(Ll G (951) 741,2107
B0, foo a 110 MPH
(916) 452.7021 FAX 403.1519 ufw�dun!<en.00m
SHEET 5 OF 33
1 r
MINIMUM NUMBER OF FASTENERS FOR ROOF PANEL TO SUPPORTING BEAM & WALL HANGER
FOR ATTACHED AND FREESTANDING SOLID COVERS -
TABLE 1 TABLE 2 I TABLE 3
(2) 2"x6 y" AND WALL HANGER, 3"x8" AND ! EXTRUDED AND 3"x8" WITH
C/2" ROLL FORMED HEADERS STEEL HEADERS STEEL INSERT HEADERS
Y NUMBER OF NO.14 TEK OR SMS SCREWS > NUMBER OF NO.14 TEK OR SMS SCREWS > NUMBER OF NO.14 TEK OR SMS SCREWS
PER FOOT OF HEADER LENGTH PER FOOT OF WALL HANGER AND HEADER LENGTH PER FOOT OF HEADER LENGTH
90 MPH 100 MPH 110 MPH li 90 MPH 100 MPH 110 MPH L 90 MPH 100 MPH 110 MPH
EXP. B I EXP. C EXP. B 1 EXP. C EXP. B I EXP. C EXP. B 1 EXP. C EXP. B I EXP. C EXP. B I EXP. C EXP. 8 I EXP. C EXP. B 1 EXP. C I EXP. B EXP. C
51 J 3 J 4 J 4 4 4 J 5 5'� 2 J 3J 3 J 4 J 3 Y 4 5'
6- 3 4 4 4 W45 6, 2 3 3 4 3 4 .6-2
3 4 4 5 3 4 3 4 4 57-3 4 7-3 7- 2
4 5 5 6 3 4 45568- 4 5 5 6 8- 3 4 4 5 4 6 8•2
4 67 4 5 4 6 6 7
g� 4 5 5 6 6 83 4 4 5 5 6 g. 3
5 6 6 8 7 9 g, 4 5 5 6 6 7
5 6 6 7 7 9 - 4 5 5 6 5 7 3
10 5 7 7 8 8 10 10 4 6 5 7 6 8 10
11' 5 6 6 8 7 9 11- 4 5 5 6 6 8 11- 3
6 8 7 9 9 11 5 6 6 7 7 9
5 7 7 8 8 1 4 6 5 7 6 83
12' 6 8 8 10 9 12 12� 5 7 6 8 8 10 [12-
13' 6 7 7 9 7 811 9 10 1 13 13' 5 6 6 7 6 7 7 8 7 8 9 10 13- 3
FOOTNOTE: 'SAMPLE'
FIGURE INDICATES
ATTACHED -a FIGURE INDICATES
FREESTANDING
FAN BEAM
FAN BEAM (19'-0- MAX SPAN) j
2' FAN BEAM
3 HEADER
i CEILING FAN AND/ T=.075' 2 1 /2'J[q 17211/2'�
OR LIGHT FIXTURE TYP.
(MAX 30 lbs. )
I
#14 x 3 1/2' S.D.S. SCREW
FAN BEAM AT BEAM I
ALUM. ALLOY 6063-T6 ATTACHMENT AT HEADER
3
Y
4
C.
rnn
op ^A , l S.
jg2 '
.D.S. SCREW
AT HANGER CHANNEL
ATTACHMENT AT HANGER CHANNEL
ORAvm BY: E N.
TOM CAMPBELL 8 ASSOCUTES, INC.
L(yE LOAp .
PATI ER Y By.
I~ ER/ 0186
DATE: 10A1n017
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENDINEERINO
ImuMuu
REQUIRED COLUMNS
lo. 20 d u va
' NORIZ WIND p
DURALUM PRODUCTS, INC.
6768 ALPINE AVE. SACRAMENTO. CA 86570
1(916)452-TO21
REVISED SY:
RANCHO CUCAAIONG , CA (%1) 741.2107
80, 100 d 110 MN,H
FAX 403.1618 wi t GOnimoom
SHEET 8 OF 33
RAFTERTSPANS=FOR'OPEN:L-ATTICE-COMM ERC IAL: -&7 PATIOS ---•--90/100/110.MPH EXP_OSURE.134 0
r = r.2'_X 6.1/2' RAFTER• { DBL. 2"x 5 1R' RAFTER
L.L.=_90 MPH 100 MPH 110 MPH L.L.= T �iS 90 MPH 100 MPH 110 MPH
r r MAX (PSH) (IN.) °�� EXp, g ,EXp.0 EXP. B EXP.0 EXP. B EXP.0 (PSH) ( EXP. B 1 EXP.0 EXP. B EXP.0 EXP. BI EXP.0
18' 12'-0" 1d -T 10'-9' 9'-6• 9'-9' 8' 8' 16, 16'-10" 14'-10' 15'-27 13'-4' 13'4r 12'-2'
a �A o24 14'-0' 14' 8' 14'•8' 14'-0' 147-6' 13'-1' 19' 8' 19' 8' 19 -0' 19.8'
OX :ar as :ar .024.024
9'-10" 81-8' 8'-10' T-9' 8'-1' T-1' 24• 18'-1' 13'-9' 17-Y 17-4' 11'-0' 11'3• 1d•0'
24' 11'-9' 11'-9' 11'-9' 11'-9' 11'•9' 10'-8' 16-1' 16'-1' 18'-i' 18'-1 15'-1'
16'-0' 14'-1' 14'4' 17-8' 13'-1' 11'-0• 22'-8' 19'•10• 20'-3' 17'-9' 18'-4' 16'-Y
a * e RAFTER r. a yr RAFTER OSS. r x e yr RAFTERS 18• 1 B'-0' 18 8' 18 8' 1 B'-0' 18' 8' 1 T 6- Is- 28'-0' 26'-0' 26'-0' 28'.0 26'-0' 24'-7"
ALUM. ALLAY 30044435 ALUM. ALLOY 300444M ALUM. ALLOY 3061.H.76 10 0 2 .: 10 .032
OR EQUAL OR EQUAL OR EQUAL 24 • 13'-1' 11'-r % 11'-9' 10'•4" 10'-0' 9'-8' 24, 18'•4' 16'3" 18'-r 14'-7' 15'-1" 13'3'
1k SEE NOTE BELOW ik SEE NOTE BELOW J 15'-1' 15'-1' 15'-1' 15'-1' 15'-1' 14'-3' 21'-2' 21'•27 21'-2' 21'-2• 21'-2" 20'-1'
18' 0'-10' 18'-6" 18'-9' 16'-r 1T-1" 15'-1' 18, 29'-8' 26'-0' 28'-6' 23'-3' 24'-1' 21'-2"
3" x 8' RAFTER 22'-Y2 2- 27-2' 27-2'22'-2' 21'-2" 31'3'31'-3• 31'3' 31'3' 31'3' -10"
T 90 MPH 100 MPH 110 MPH 4' 1T-1' 15'=1'l, 15'-4' 13'-r 14'-0" 12'3' 042 24" 24'•1' 21'•2' 21'•8' 19'-1' 19--a- 1T3'
(IN,) �� EXP. B EXP.0 EXP. B EXP.0 EXP. B EXP.0 L y 18'-2' 18-27 18'-2' 18'-2' 16'-Y 1T-4' 25'-T 25'-T 25'-T 25-T 2S -r 24'4'
16" 23'-0" 20'-3' 20'-8' 18'-2" 18'-9" 16'-7' 16, 12'-0' 10'-T 10'-9' 91-6' 9'-9' 8'-0' 16, 16'3• 14'-10' 15'-2' 13'-4' 13'-9' 17-Y
10 .042 26'-10' 28 -10' 26'-10' 28'-10' 26'-10' 25'-1' .024 17 -or 12'-w 17-0" 12'-0' 12'-0' 11'-r F.024 18'-3' 18'-3' 16'3' 18'3" 18'3' 15'•9-
18'-9" 15-7• 18'-10' 14'-10" 15'4" 13'-r 9'-9' 8'-8' 8'-10' T-9' 8'-1' 7'-1' 13' 4' 12'•2' 17.4' 11'-0' 11'3' 10'-0'
24' 22'-0' 27 0' 22' 0• 22'-0' 20' 8' 24" 9 -9' 9'-9' 9'-9' 9 -9' 9'-9' 9' 6' 24• 13' 4' 13' 4' 13' 4' 13' 4' 13'x' _lT-I(r
16" 22'- ' 20'3' 20'-8• 16'-2' 18'-9• 18-7" t8, 15'-3' 14'-1• 14'4' 12'-8' 13'-1' 111-8' 16, 21'-6' 19'-10' 20'•3" 17'-9' 18'-4' 16'-2"
27-2' 22'-2' 22'-2" 22'-27 22'-Y 21' 8' 15'-3' 15'3' 15'-3" 15'3' 13-3' 14'-9' 21'6" -21' 6' 21'4i' 21' 8' 21' 6' 20'-9'
20 042 18'-2' 16'-7" 18'-10' 14'-10' 15'-4' 13'-r 20 .032 14•-1" 11'•7' 11'-9' 10'-4' 10'-8' 9'-6' 20 .032 1T -r 16'3' 16'-r 14'-r 15'-1• 13'-3'
24' 18'-2' 18'-Y 1B'-2' 18'-2' 18'-2' 1T -T 24' 12'-8' 17-0' 12'-0' 12'-8' 12'8" 12'-1' 24- 1T -T 1T -r 1T -r 1T -r 1T -r 1T-0'
16" 19'-4• 19'4' 19'-4' 18'-2' 18'-9" 18'-r 18, 18'4' 18'-4" 18'-4" 16'-7' 1T-1" 15-1" 16, 5'-10" 25'-10' 25'-10" 23'-3' 24'-1' 21'-27
30 .042 19 4' 19'x' 19' 4' 19' 4" 19 4' 18'-10' 042 18' 4" 18' 4' 18' 4' 18'4' 18' 4' 1T-9" 042 25'-10' 25'-10' 25'-10' 25'-10' 25'-10' 25'-1'
15'-10' 15'-10' 15'-10" 14'-10" 1S4' 13'-T 15'-1" IVA" 15'-1' 13'-r 14'-0' 12'-3' 21'-2' 21'•2' 21'-2' 19'-1' 19'-6' 1T-3'
24' 15'-10' 15'-10 15-10" 15'-10 15'-10' 1 '-0' 24' 75'-1" 15'-1' 15'-1' 15'-1' 15-1' 14'-r 24" 27'-2' 21'-2' 21'-2' 21'-2' 21'-27 20'-0'
18• 10'-6' 10'-0' 1 d-8' 91-8' 9'-9• S. 8' 16, 14'-Y 14'-2' 14'•27 13'•4' 13'-9' 12'•27
* NOTE: SINGLE RAFTERS SPACED 18:O.C. MAY �i� 1d-0' 10'-6' 10'-8' 10'$' 10' 8• 10 14'-2' 14'-r 14'•27 14'-2' 14'-27 3'-10"
32' O.C. WHEN DOUBLED AND SINGLE
24' O.C. MAY BE USED AT 48' O.C. WHEN D ��►Y NC 24 24. 8'-T 8'-T 8'-r 7'-9' 8'-1' T-1' 024 24• 11' 8' 11' 8' 11' 8' 11'-0' 11'3' 10'4'
- 8'-T 8'-T B' -T 8'-r 8'-T 8' 4' 11' 8' 11' 8" 11' 8' 11' 8' 11' 8" 11'x'
FOOTNOTE: 'SAMPLE' 4 19� A 16' 13'-3' 13'3 13'3" 12'-0' 13'-1' 11'-6' 18, 18'3" 18'-8' 18'-8' 17'-9• 18' 4' 18'•2'
FIGURE INDICATES ►- 13'•3' 13'3' 133' 13'3• 13'3' 13'-0' 30 .032 18 8' 16'-8•
ATTACHED FIGU ~ T6�T 3%9 24' 10'-10' 10'-10' 10'-10' 10'-4" 10' 8" 9'-0'. 24, 15'-3' 15'3' 15'3' 14'-r 15'-1• 13'-3'
FREE NCP- �i%31 0'-10' 10-10 d-10" 10'-10' 0'-70' 10'-0' 15'3' 15'3' 15-3 15'3' 15'3"
16-1' 16'-1' 18'-1' 18'-1' 18'-1• 15'-1' 27-r 27-r 22'-T 22'-T 22'-T 21'-27
PROJECTION AN ,9 2 18' 16'-1' 18'•i' 16'-1' 16'-1' 16'-1' 15'-8' •O42 16" -r 27•r 27-r -r -r -0'
O.H. �ry. C13'•2' 13'-2' 13'-2• 13'-2' 13'-2' 12'3' 18'-6' 18'3' 18' 6' 18' 8' 16' 6' 1 T-3'
of ` 24' 13'-2' 13'-2" 13'-2'
' - - — -
h
RIBUTARY TRIBUTARY=
WIDTH 1,112 SPAN • O.H.
NOTE: TRIBUTARY ON MULTIPLE SPANS IS
EQUAL TO CENTER SPAN TO CENTER SPAN
DRAWN BY: E.N.
DATE: IONiR012
I KMIJ I AKT
VVIU 1 1'1
I HCSLC
ATIO COVER SYS
DURALUM PRODUCTS, INC.
vL.cn V- 1
p 1./
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
HOR1Z WIND -
E269 ALPINE AVE., SACRAMENTO. CA 96626
O.H. 6 7 B e 1 10 11 12 13 14 is 16 17 Is 19 1 20
21
0 3 4 4 5 5 6 8 7 7 8 8 9 9 10 10
11
1' 4 5 5 6 8 7 7 8 8 9 9 10 10 11 11
12
2' 5 6 6 7 7 8 9 9 9 10 10 11 11 12 12
13
3' - 7 7 8 8 9 9 10 10 11 11 12 12 13 13
14
4, _ _ 9 9 10 1 10 1 11 11 112 12 13 13 14 14 1
15
s I_ _ _I _ I _ 1 11 1 11 1 12 1 12 1 13 1 13 1 14 1 14 15 15 I
16
DRAWN BY: E.N.
DATE: IONiR012
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD'
10, 20 a 30 pd
ATIO COVER SYS
DURALUM PRODUCTS, INC.
IAPMO ERA 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
RAFTER SPANS
HOR1Z WIND -
E269 ALPINE AVE., SACRAMENTO. CA 96626
REVISED BY:
RANCHO CUCAMONK A. CA (951) 741.2107
90,100 a 110 MPH
(916) 462.7021 FAX 40bu19 n1w®dun*maom
SHEET 7 OF 33
COLUMN / POST- TYPES & SURFACE MOUNT ATTACHMENT DETAILS
MAX. HEIGHT = 1 O'l 3 2- (MAX. HEIGHT C = 10'
3.00' SQ.
3.00"SQ. 2 : a>o SMs 3.00' SO.
.0 2'
8.5' 3.
C
.14"R
.032' NP' .048'STEEL
5/8' PLASTIC PLUG .28' O O
3' SQ. ALUM. POST-, I MAG POST
3" SQ. ALUM. POST 'kWITH SIDE PLATES D 3" SQ. ALUM. POST
ALUM. ALLOY 3004-H38 ALUM: ALLOY 3004-H38 O 3 SQ. STEEL POST ALUM. ALLOY 6063-T6
ALUM. ALLOY 3.00" OR
6063-T6 I-- 2 -40'x, --r
1.375"
75"
1.60"
1.5 .090" TYP.
INSTALL 1 ' x 1 4' x 36' HDG
WASHER PLATE AT ANCHORS
FOR 110 MPH
ALUM "T" BRACKET
A
T
* ~ No. C37M
,R EXP. 03/31/115
q 7/16.0 HOI
FOR 3/8' N
ASTM GRADE 36 STEEL
INSTALL i ' z i 'x36' HDG
WASHER PLATE AT ANCHORS
.157:
TYP.
POST ONLY
C 2-1/1 WO
STEEL "T" BRACKET
T
G=3'SO.xt-.188'
H =3'SQ.zt=.250•
i
1 =35Q.xt=.313'
J =4'SOxt-.188'
K =4' xt=.250'
=L
30 OR 4.0'
SQUARE
STEEL POST
ASTM A500 GRADE B
I
2 FLANGES
2 1/8' APART
i
BASE FLARES
TO 3"WIDE EA.
SIDE OF FLANGES
1-7/16.0 HOLE
& 2-3/8' HOLES
TYP. EA. SIDE
ALUM.ALLOY
6063-T6
"H" BRACKET
(4) -SDS 25412
#14 SDS,
ai 3 PER SIDE
i
i
I '
1 3' x 8' ALUM. RAFT. BRACKET
3' x B" ALUM. HEADER —
HEADER BRACKET n
DRAWN BY: E.N.
DATE 1oAlnotz
TOM CAMPBELL a ASSOCIATES. INC.
COLUMNS
LA20 a 30 "
1o.masoPd
DU COVER
PRODUCTS, INC .
I
IAPMO ER101ee
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL EN0.01EERINO
POST TYPES
MOR1Z WIND
exo ALPINE AVE., G B682e
REVISED BY:
RANCHO CUCAMONUA, G (051)744.4
W. 100 & 110 MPH.
403-13MENTO,
(p1e)4aII-7021 FAx 40S1S1Y aba®AunAxnmm
SHEET 8 OF 33
HANGER CHANNELS AND MOUNTING BRACKETS
ALUM. 3004-H36 1 WALL E TABLE FASTENERS 300' .078 21
0E #14 SDS
1.50* I I I mo
.2511—� . oe I• 8' O.C.
q 614 SMS ® PANEL
LOCKS OR 68 SMS
AT EA. CONTACT
WALL jr --
FASTENERS CONTINUUOUS A- RAIL
ALUM.ALLOY ROOF PANEL (WHERE OCCURS)
SEE TABLE 6063-T8O�U60M833--T8YInri.-A.7O B 614 SMS ®EA CONTACT
ROLLFORMED HANGER EXTRUDED HANGER CHANNEL WALL CONNECTION O
WHERE ALLOWABLE
A34 FRAMING ANGLE
ALU�B
SEE TABLE
PROJECTION EXCEEDS 16',
EXIST. EAVES, RAFTER
ADD A34 FRAMING ANGLE
FASTENERS, SEE TABLE
EA. SIDE OF RAFTER (2 PER
R.F. OR EXT. HANGER
RAFTER TO BLK'G)
CHANNEL, 2X OR 3X
A B B C D D E E F
(24' MAX.)
RAFTER BRACKET.
A
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
ALUM. PANEL ORS
3x ALUM. RAFTER
ALU�B
APPROVED ROOF PANEL
FASCIA BOARD
EXIST. EAVES, RAFTER
ALLOWABLE PROD.
_EXISTINGEAVE
SEE TABLE BELOW
OVERHANG
A B B C D D E E F
100
A B B C D D E E F
(24' MAX.)
A B B C D D E E F
A
EXISTING EAVE CONNECTION
T=.060• -
WALL FASTENERS
SEE TABLE
SEE PAGE 33 FOR
ALU�B
APPROVED ROOF PANEL
Y
DESIGN
I.R. HANGER OC
WIND SPEED (MPH) AND EXPOSURE
90, C 100, C 110, C
LL=10 LL=20 LL=30 LL -10 LL -20 LL=30 LL=10 LL=20 LL=30
1.880"—
EXIST. RAFTER
HANGER / RAIL FASTENER TO FASCIA, WALL ( STUD, MASONRY OR CONC.)
WIND
AT WOOD STUD AT MASONRY (SOLID -GROUTED
AT 2x FASCIA
DESIGN
16. O.C. CELL AT FASTENER) OR CONC.
WIND SPEED (MPH) AND EXPOSURE
90, C 100, C 110, C
LL=10 LL=20 LL=30 LL -10 LL -20 LL=30 LL=10 LL=20 LL=30
90
A B B C D D E E F
100
A B B C D D E E F
110
A B B C D D E E F
A
DESCRIPTION OF LAG SCREW SEE NOTE BELOW
24'0.C.
A=SDS25412 W/A34 FRAMING ANGLE AT EACH RAFTER 24' O.C. MAX.
z
W" FRAMING ANGLE EACH SIDE OF RAFTER (2 PER RAFTER), STAGGERED, 24' O.C. MAX.'
oB�DS25412
�LU
C=SDS25412 AT EACH STUD, 16.O.C. MAX.
W
co
U.'F=3/8"0
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
24* O.C.
x 1 1/8' AT 12' O.C. INTO SOLID -GROUTED CMU CELL OR CONCRETE
2W -(r
•HILT1 QUICK BOLT STAINLESS STEEL SEE NOTE 26 SHEET 1
EXIST. RAFTER
o 0
ALLOWABLE DECK / RAFTER SPAN
RAFTER SIZE
SPACING
OVERHANG (L)
WIND SPEED (MPH) AND EXPOSURE
90, C 100, C 110, C
2• x 4"24'
FULL
O.C.
1 B'
19'-2'
15'-3'
12'-4'
24' 12'-8' 9'-10'
A
2" x S'18*
NOTCHED
24'0.C.
(3?R► 4x3 1 R WJ3
26'-0'
22'-2"
18'-1'
24' 181-8' 14'-9'
11'-10'
2'x8' FULL ORI
27L8' NOTCHED
24* O.C.
2W -(r
26.0'
28'40•
24 18'-8' L 22'-9'
18'-7'
2'x8' FULL OR
2"x10' NOTCHED
24. O.C.
NOTE; BRACKET
26'-0'
26'-0'
26'-0-
24• 26'-0' 26"-0'
24' -4 -
NOTE:
(A) MAXIMUM ALLOWABLE DECK/ RAFTER SPAN AT 110 MPH, EXPOSURE B
IS 10'•7'. (E) 20 RAFTER OVERHANG NOT PERMITTED FOR 110 MPH,
EXPOSURE C WIND LOADS..
1. EXISTING ROOF OVERHANG DESIGN LOADS:
RDL - 3 paf (MIN) TO 8 paf (MAX) RLL - 20 8 30 psf
2. EXISTING RAFTER ALLOWABLE BENDING STRESS IS 1,200 pal.
3. ALLOWABLE DECK / RAFTER SPANS ARE BASED ON RLL = 10, 20, 8 30 psf
I'- No. C3M
`6XP. =I
1 1R" 1011 LL.=(2)114 SMS EA. SIDE
20W30#LL.=(2)#14 SMS EA. SIDE
o 0
- U -BRACKET
HANKER CHANNEL
_
1 va•
_ 3/4' OR 1 1lZ'
NOTE: PROVIDE WATER
PROTECTION METAL FLASHING
I z• z 6 1/2' OR
CAUCK JOFbft AND SLOPE
TO DRAM
S MIN. 3' x 8' ALUM.
t0, 20 a pd
HORIL WIND -
I RAFTER
TYPICAL BRACKET AT EVERY Zx
43/4' OR 1 ire
1
I
FOR SPAN SEE ALLOWABLE
TOM CAMPBELL 3 ASSOCLATES, INC.
HANKER CHANNEL
DECK/RAF'TER SPAN TABLE
EXISTING WOOD STUD FRAMING
EAVE LEN '
IAPMO ERA 0196
DATE: 1010112012
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERIHO
2x6 OR 2d LEDGER
t0, 20 a pd
HORIL WIND -
2 EACH 1/4'0 x 3.10 LAG SCREWS L.L.-IO pd
2 EACH 7/16'0 x 3.17 LAG SCREWS LL -20 AND 30 pot
RANCHO CUCAMONGA. CA (961) 741-2107
(3?R► 4x3 1 R WJ3
}614x1 314'
(T MIN. PENETRATION INTO EXISTING
SHEET 9 OF 33
PATIO COVER
WOOD STUD)
NOTE: USE LEDGER WHERE RAFTER SPACING
EXCEEDS EXISTING STUD SPACING
NOTE; BRACKET
NOTE: PLACE *SIKH
FLEX' OR SIMILAR
MAY BE MOUNTED
SEE ® FOR ATTACHMENT
MATERIAL BETWEEN BRACKET AND COMP.
BELOW RAFTER W/
RAFTER TO SHINGLE ROOFING TO PROVIDE SEAL
SAME CONNECTIONS.
WALL CONNECTION O
(D BRACKET
CONNECTION
DRAWN BY: E.N.
TOM CAMPBELL 3 ASSOCLATES, INC.
HANKER CHANNEL
LIVE LOAD •
TEM F . BY:
URALUM PRODUCTS, INC.
IAPMO ERA 0196
DATE: 1010112012
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERIHO
ANO T
t0, 20 a pd
HORIL WIND -
69 ALPINE AVE, SACRAMENTO, CA 96826
116)452-7021
REVISED BY:
RANCHO CUCAMONGA. CA (961) 741-2107
ATTACHMENTS
9o,109 a 110 MPH
FAR 400-1619
SHEET 9 OF 33
COLUMN / POST SURFACE MOUNT AND FOOTING EMBEDMENT DETAILS
ALUM.TBRACKETUSE WRH
'T' BRACKET 1 POST TYPE B,C.D. OR E STEEL POST ONLY:
'SO. POST WI USE POST, TYPE 3 8'O BOLTS
8OSTT T'ERAC.D.E LOSE WITH i
(2}f112 SMS EA POET TYPE B,CAJ:F,Gl1„I OR K F„ G. H. J OR K POST TYPE J ��
3'30. POST SIDE OF POST OR 3• So. POST USE( 2'T}y6'p n 4
1/4' M.B. THROUGH KWIKB01TS OREOUAL 1Q DEPTH OF/ 1{20 BOLTS INSERT
POST SEE NOTES BELOW USE }3! 0 HILTI KNnHILT K FOOTING OR i F�p �S ER 4 5- x "W
BRACKOPOWERS EACH KEMNn DEPTH 12• MIN. EMBD.::; L 1 .: I STEEASTML
t'L 1 1 h. .' Td C_
MINIMUM DISTANCE TO
EDGE OF SLAB - 4' OR
TO CRACK - 10'
(1 W MIN. EMBEDMENT)
�ELSLAB SHALL BE IN.
GOOD CONDITION
POURED CONCRETE LONG. V �`'.i�
FOOTING SEE NOTE FROM END 0'
OF;POST
3 1/2' MIN. SSCHEDDULnEE\L-j60UARE--I
IN BEAM9P- TABLE
3 SLAB l /) 3' SO. POSTS TO CONC. FOOTING
ATTACHEDDA
fALSTERNATEG.
ATTACHED ONLY
FOOTING & ANCHOR BOLTS
CUBE SIZE
So. 18' DEEP • CUBE FTG.
FOOTING SIZE
SINGLE POSTS
EMBED.
18' 18' SCI. 12'
BOLTS
20'
21' SO. 12•
23.8 24' CUBED
(2)-t?0
3 1/4'
22'
25'SO. 16'
25'-30'CUBED
(4}CICO
31/4'
pm24's 28'SQ. i20;,
`w28'r
32' SO. 23'
31' - 34' CUBED
(4)-' 8
4'
28'
35' SO. 25'
35' - 39' CUBED
(4}3/4'0
4314'
30' 39' SO. 28•
32'
43' SQ, 30'
4(' - 4T CUBED
(4)3/4'0
43/4'
34'
47' SQ. 32'
NOTES: BOLTS SHALL BE HILT KWIK BOLT TZ STAINLESS STEEL
I.C.C. EVALUATION SERVICE INC., ESR .1917 OR EQUAL.
38' S1' SO. U.
38' 55' SQ. 3r
40' 80' SQ. 39'
42' 84' SQ. 41'
44' 69' SQ. 43•
NOTES: ALL COMPONENTS ARE INTERCHANGABLE UNLESS OTHER WISE NOTED
NOTES:
1. DO NOT USE ALUM. T
BRACKET WITH 3X8 BEAM
WANSERT, MAG BEAM, 4- OR
r 1.8EAMS.
2. POST TYPE E
INSTALL WASHER PLATE.
2'X)6'X5X'AT
STEEL T BRACKET,
3. POST TYPE F
DO NOT USE STEEL=
BRACKETWIr I -BEAM.
EI
wIy5
W
zd
'ASTM A572 STEEL'
lu
rn a
100 MPH
'n
w
311(r
Z
{ –
DARE, SEE FTG.
iEDULE IN BEAM
3- SQ. POST (STL) _
OR FLUTED
OR 4' SO. POST (STL)
INSERT
W TABLE
PL.W8'THK. -
-
11/2' 11/2'
4'-0" SQ x
10' OR LESS
WELDED STEEL BASE PLATE _ �
18 DEEP
BASE PLATE SCHEDULE
PLATE Sf2E MAYBE USED WITH POST TYPE, SEE SHT. 9
4'-0" SQ x
I
9'SIX x518' B, C. D. F. G. BH
FREESTANDING,
BASE PLATE ANCAOR
18 DEEP
18 DEEP
BASE PLATE
ANCHOR BOLTS (SIZE d TYPE)
(4)- 3/4.0 HILTI KWIK BOLT TZ STAINLESS
9'x9'x 5/8'
STEEL PER I.C.C. ESR -1917 OR EQUAL
(4 3/4' EMBEDMENT DEPTH)
ALTERNATE FREESTANDING FOOTING
TRIBUTARY
90 MPH
100 MPH
110 MPH
WIDTH
EXB&C i
EXB$C
EXB&C
COMMERCIAL AND RES004TWL STRUCTURAL ENGINEERING
T-4” SQ x
T-8" SQ x
4'-0" SQ x
10' OR LESS
18 DEEP i
18 DEEP
18 DEEP
20' OR LESS
4'-0" SQ x
4'-7" SQ x
6-0" SQ x
18 DEEP
18 DEEP
18 DEEP
--PAY
o s.
C37948
DRAWN BY: E.N.
TOM CAMPBELL d ASSOCIATES, INC.COLUMN
LIVE LOAD"
PATI VER Y MFG. Y:
I~ ERN 0196
DATE 1001/!012
SCALE: NONE
COMMERCIAL AND RES004TWL STRUCTURAL ENGINEERING
SURFACE MOUNT
10, 20 8 30 pd
HORIL NIDD " I
DURALUM PRODUCTS, INC.
SM ALPINE AVE., SACRAMENTO. CA Shun
REVISED BY:
RANCHO CUCAMONG . CA (961) 741-2107
AND EMBEDMENT
w loo 6 110 MPH
(p1e> 46L7021 FA ( 403.1619 aWoOdwokun.m n
SHEET 10 OF 33
HEADER BEAM TYPES & ATTACHMENT DETAILS
.61
ALUM. ALLOY
6063-T6 O
F
4" [-BEAM
— .042"
8"
ALUM. ALLOY 3004138
OR EQUAL
3 x 8 BEAM W/ STL. INSE
ALUM. ALLOY
8063 -TB O
7" I -BEAM
SPLICE WHERE
OCCURS
ow
Tw.
SPLICE WHERE
OCCURS
ALW663-T6LOY ALU 63- CLOY
MAG. GUTTER O I MAG BEAM
ALLOY
---Ip— .03r
.Da2-
OR EQUAL
J
2 x 6 RAFTER
3"3' �+— B' MAX, ,-1 3" B'
a42• .042•
I
L -i E _T
3
ALUM. ALLOY 30W44M ALUM. ALLOY 300HUS
OR EQUAL OR EQUAL
O DBL. 3 x 8 BEAM ON
DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT
3.00" /ryJ�..(.
14"R
TYP.
28"
ASTM A653 GRADE 40
O3" SQ. STEEL BEAME
MAX I r I _ 6.5"
.032•
ALUM. ALLOY 3004-H36 OR EQUAL J
DBL. 2 x 6.5 BEAM
T"12 OR 14 GA
7.6 5• ASTM A8W GRADE 00
i 1
.825•
2.875"
3 x 8 BEAM O
STEELINSERT
3.0'
--� .042•
el.o•
1
ALUM. ALLOY 3004 -KM
OR EQUAL O
K
3x8BEAM
.375"
T-0.125*
6. ALUM.ALLOY0 03 -TO
I .375'
F-1.75'
7" I -BEAM "C" O
SPLICE / INSERT
2.00'
TOM CAMPBELL 8 ASSOCIATES, INC.
' I 1
SPLICE WHERE
COVER SYSTEM AS '
DURALUM PRODUCTS, INC.
IAPM0 ERM 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL EN60VEERINO
1.79"
OCCURS
1(915)452-MlALPINA NTO. C 05820
2.5r
a.er
oomRANCHO
�
11 OF 33
2.19•
2.08"
2.04'
.OBS
--t-
TYP.
2.r
.038" R.F. GUTTER
FASCIA -ALUM.
ALLOY 3004-H36 O
ALUM. ALLOY
6063-T6
O
6.5" ROLLFORMED
4.5" GUTTER
I— 3"
I
r_7 -71 _T
�o
4
SPLICE
OCCURS
WHERE 4I •
SPLICE-
OCCUS
TYP.
---L
TYP
ALUM. ALLOY
6063-T6 O
F
4" [-BEAM
— .042"
8"
ALUM. ALLOY 3004138
OR EQUAL
3 x 8 BEAM W/ STL. INSE
ALUM. ALLOY
8063 -TB O
7" I -BEAM
SPLICE WHERE
OCCURS
ow
Tw.
SPLICE WHERE
OCCURS
ALW663-T6LOY ALU 63- CLOY
MAG. GUTTER O I MAG BEAM
ALLOY
---Ip— .03r
.Da2-
OR EQUAL
J
2 x 6 RAFTER
3"3' �+— B' MAX, ,-1 3" B'
a42• .042•
I
L -i E _T
3
ALUM. ALLOY 30W44M ALUM. ALLOY 300HUS
OR EQUAL OR EQUAL
O DBL. 3 x 8 BEAM ON
DBL. 3 x 8 BEAM W/ DBL. 3 x 8 STL. INSERT
3.00" /ryJ�..(.
14"R
TYP.
28"
ASTM A653 GRADE 40
O3" SQ. STEEL BEAME
MAX I r I _ 6.5"
.032•
ALUM. ALLOY 3004-H36 OR EQUAL J
DBL. 2 x 6.5 BEAM
T"12 OR 14 GA
7.6 5• ASTM A8W GRADE 00
i 1
.825•
2.875"
3 x 8 BEAM O
STEELINSERT
3.0'
--� .042•
el.o•
1
ALUM. ALLOY 3004 -KM
OR EQUAL O
K
3x8BEAM
.375"
T-0.125*
6. ALUM.ALLOY0 03 -TO
I .375'
F-1.75'
7" I -BEAM "C" O
SPLICE / INSERT
DRAWN BY: E.N.LIVE
DATE: 10A1R012
TOM CAMPBELL 8 ASSOCIATES, INC.
LOAD •PATI
10, 20 & 30 Pd
COVER SYSTEM AS '
DURALUM PRODUCTS, INC.
IAPM0 ERM 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL EN60VEERINO
BEAM TYPES
HMIL NAND"
1(915)452-MlALPINA NTO. C 05820
CUC►MONOA CA (901) 741,2107
90, 100 6 110 MPHSHEET
oomRANCHO
�
11 OF 33
SPLICE DETAILS (1 1) 1 BEAM TO POST DETAILS (12) 1
SIMPLE SPLICE
FULL MOMENT
I 1 I 1
rto B.M.S. II 1112 S.M.S.
le ror. TMP, THICKNESS =.035' .(24 TOT II
TMP. THICKNESS = .035'
6.58'
II II
+ 11 + + ++ + + + + ++
ALUM. ALL 3004-1-136 ALUM. ALLOY 3004-H36
OR 6063-T5 FOR EXTRUDED OR 6063 -TS 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 C -SPLICE (ONE SIDE OF WEB) MAY BE USED.
I-- 3" --I
9PLICENMERE �•
occuRS 070"
TYP.
l�I
ALUM. ALLOY
8083.78
4" I -BEAM
TOTAL= (8}1/2'0 BOLTS
DRAWN BY: E.N.
1, 5"
O e
4.5"
O O
O O
LIVE LOAD " '
AS NEEDED TO CLEAR
1.00"
0 0
2. 0"
0 0
O O
SO. POST,CONNECTIWEB
S TL C$EAM
/8'TO POST W/ (2) - S: 0
10.70 6 30 pd i
THRU-80LTS ® 4.1$EAM.
SO. POST
1oNAL �� '@
16' 1"
T -0 -
cs��`Y G4,yA�!y
MOMENT C-SPUCE
NOTE: IF SPLICE OCCURS AT ALTERNATE INTERIOR BAYS, A SINGLE 12' SIMPLE CSPLICE (ONE SIDE OF WEB) MAY BE USED.
IF -
SPLICE WHERE
OCCURS
TYP.
ALUM. ALLOY
8063-T6
7" I -BEAM
MOMENT C.SPUCE
(2)110 S.M.S.® EA.
VALLEY, TYP.
I
O
i W
DRAWN BY: E.N.
1, 5"
O e
4.5"
O O
O O
LIVE LOAD " '
AS NEEDED TO CLEAR
16" 1"
MOMENT C.SPUCE
(2)110 S.M.S.® EA.
VALLEY, TYP.
I
O
i W
DRAWN BY: E.N.
NOTCH I -BEAM FLANGE
I -SEAM ALUM ALLOY
LIVE LOAD " '
AS NEEDED TO CLEAR
(8081-T8) ALTERNATE
I~ EW 0195
SO. POST,CONNECTIWEB
S TL C$EAM
/8'TO POST W/ (2) - S: 0
10.70 6 30 pd i
THRU-80LTS ® 4.1$EAM.
SO. POST
1oNAL �� '@
AND (3) - S/8' 0 THRU BOLTS
r I -BEAMS
cs��`Y G4,yA�!y
BEAM TO
POST CONN.
& 110 MPH. '
403.1310 Uft
(915) X52-7021 FAX403-1310 ple�dinlum.odn
SHEET 12 OF 33
No. C37948
#12 METAL BACKED,
NEOPRENE ED
TEK SCREWS @ 6 W ' D.C.O
MAX. STAGGER IN BEAM
FLANGE
ROOF PANEL
i
!
'I' BM. OR
4'IA' ALUM.
rk4' ALUM.'I' BM.
AT T I -BEAM:
ADD 'C' SPLICE X 11V LONG
(4}t/4'0 M.B. BEAM
AT ALL COLUMNS -
TO BRACKET
(CENTER AT COLUMN).
SECURE TO I -BEAM
W/ 8 14 TEKISCREWS
EQUALLY SPACED -
1' FROM ENDS.
2. wro M.B. THRU STL.'T
BRACKET TO POST,
POST, SEE SCHEDULE
i
i
!ALTERNATE BEAM TO POST CONN.
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
LIVE LOAD " '
A M AS MFG. BY:
I~ EW 0195
DATE: 10'01=12
SCALE: NONE
TIMMFRCAL AND REBIDEN7AL STRUCTURAL ENMNEERING
BEAM
SpL DETAU
10.70 6 30 pd i
DURALUM PRODUCTS, INC.
51� ALPINE AVE. CA 95825
REVISED Or.
RANCHO CUCAMONOA . CA (9511741.2107
& 110 MPH. '
403.1310 Uft
(915) X52-7021 FAX403-1310 ple�dinlum.odn
SHEET 12 OF 33
l I'll. "14 x 1/Y S.M.S. EACH SIDE OF 3 -
SO. POST8-TOTAL
ALTERNATE: 114'0 �T Wl WASHER
fEA SIDE OF 3' SO. POST
I
f i' 1.1
I O
�j z3v 3' SO. POST
4-014 x 1R' S.M.S. EACH SIDE OF 3'
SQ. POST 8 -TOTAL
ALTERNATE• 1N'0 %T W/ WASHER
EA SIDE OF 3' SO. POST
OR .23' SO. POST
GUTTER FASCIA
MAG BEAM 3' SO. POST
3"SQ. STL. BEAM 13
ALUM. ALLOY 3105-H2�5(�
1.50"
� 1.W"
.28' I 2" I 2"
-018"
BEAM TO POST CONNECTION DETAILS
x 8" x.042" BEAM,
" SQ. STEEL OR
IAG BEAM.
Q 90 MPH - USE
(4)-#14 SDS @ EA SIDE
TOP 8 BOTT. TOT.=16
®1008110 MPH - USE
(6)-#14 SDS @ EA SIDE
TOP 8 BOTT. TOT.=24
X 3" ALUM. OR
TEEL POST
H - BRACKET TO POST
iib x 2 'SMS, 212'
OR 3 jre, TYP.
1 112" SQ. OR 2" LATTICE TUBE
ALUM. ALLOY 3105-H25
3" � `
�_T R
2"x3' LATTICE TUBE
112" SQ., 2' SQ...
OR 2'x3- LATTICE
® 3.O.C. MIN.
UP TO 6'O.C. MAX.
17
LATTICE TUBE TO RAFTER
I
"L" FASTENERS
1'-0"
4 - #14 SDS
2'-0'
6 - #14 SDS
T-0'
12 - #14 SDS
FASTENER SPACING - 3/4'
014 x 12' S.M.S. TOP
& BOTT. (2}TOT.
ROOF PANEL
ROLLFORMED OR
EXTRUDED GUTTER
#14 S.M.S. ®12'O.C.
FASCIA
6 1/2'x2")LO24
No. C37948
zP,,03/31
1
FASTENER TO FASCIA - SEE TABLE
—FASTENER TO RAFTER TAILS - SEE TABLE
/�� OPTIONAL LATTICE TUBES
/ ��AT OVERMNG
j GROUP
ER 6
ALUM. BRACKET
2' 1 1" 1 'L' SEE TABLE
RAFTER "TAIL" TO GUTTER 15
3.125" FOR 3 x RAFTER
x RAFTM
t = .040 1�0 6063-T6
Al Rd11A v'41A- TC1C C1^.DCW1C
;SCREWS
BRACKET TO BEAM
18
"U" BRACKET - RAFTER TO BEAM
RA EJ1•
1201,
TOM CAMPBELL 8 ASSOCIATES, INC.
BEAM TO POST
LIVE LOAD "
f 0, 20 &30W
PATI ER Y MF Y:
DURALUM PRODUCTS, INC.
IAPMO ERA 0186
JDATE:1.
SCALE:
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ATTACHMENT
HOWIND -
6209 ALPINE AVE., SACRAMENTO. CA 86626
Sr:
RANCHO CLTAMONGA CA (961)741.2107
96,166 6 110 MPH
(916)462-2021 FAX 403.1619 ssbo@&A i m.eam
SHEET 13 OF 33
DOUBLE RAFTER
CONNECTION DETAILS
3 2)B' NOMINAL LEDGER
BEAM
TO POST CONNECTION
ISM COVER SYSTEM AS MF
w
° °I
IZ2.5"PENE.
DATE: 10001/2012
o
BEAM SPLICE TO
j
j
5/8' 0 ACCESS HOLES
i
INSTALL 6 - #14 X 3-4"
OCCUR DIRECTLY OVER 5/8' 0 PLASTIC
3' SO. POST LONG SDS (W EACH
EXISTING
E
HEADER TO COLUMN
STUCCO OR EQUAL I
(12 FASTENERS PER
1 POST. NOT PERMITTED PLUG WHERE
1 1/2' OR 2'LATTICE
INTO EACH WOOD STUD 1
NY FNc�
8 SCREWS
2 -POST UNITS
i SCREW IS INSIDE
11rE
OLT CO NECTIO
PLAN 2TE RAFTE
t CJCJ\
PER SIDE
I 5. #14 SMS MAY
ALT4414 ERNATE:
��k
A�y��
3.5'+
BE
3.5 ALTERNATE TO
AFTER TO
ONNECT.
R141
O
i
3.5'
3.5i 1/4'0 BOLTS
No
C3IF-T948 '�
5" 8' BEAM
.03/31/1
[El:] ORF214
I
i
s o r
SEE NOTES
3'x 3'STL.POST (24.)o ALTERNATE:
INSERT ATTACHED OR (2}2x8.5' OR
3'x 3'STL.POST COLUMN (2)-3'X8'HEAO
FOR FREESTANDING
(2}1r2'80LT
2'x 6.5' SIDEPLATE
I;
DBL. RAFTER / DBL. HEADER CONN. 19
#8 S.M.S. EACH SIDE
r --LATTICE 1 1/2' OR 2'
2'4.5' OR 3'x8' RAFTER
ALTERNATE: 112' BOLT
ALTERNATE:
(2} #14 S.M.S. EACH RAFTER
TO COLUMN CONNECTION
(4 -TOTAL)
ALTERNATE:
(2)- 2x6.5' OR (2}3'x6' HEADER
ALTERNATE:
3'x3'x0.024' (1) -1/2' BOLT OR
CONNECTOR (2} #14 S.M.S. EACH RAFTER
STUB COLUMN TO DOUBLE HEADER CONN. 20
BELOW 1 I 6 112' SIDEPLATE EA.
SIDE SEE POST SCHED.
14 SMS EA. SIDE
TOP, MID HEIGHT 3'Sa. POST BETWEEN SIDE PLATES
AND BOTTOM.
BEAM TiO POST CONNECTION 21
I
POST SCHEDULE
E3" SQ. x .032" + (2}2" x 6 1/2" x .024" 3' SO. x .032' + (2}2' x 6 1/2' x :032"
W/'(15W4 S.M.S. EACH SIDE. ❑2 W/ (8}#14 S.M.S. EACH SIDE. 1
USE ON CONC. SLAB ONLY USE ON CONC. SLAB OR FOOTING.
EXISTING
SHEATHING 2'x6)S'x0.024' DBL: 3'X8'X.042 BEAM .
ALUMINUM MEMBER WIT i OR DBL. 2'X6.5X.032' BEAM
j WOOD FILL OR
DRAWN BY: E.N.
3 2)B' NOMINAL LEDGER
- (NEW OR EXISTING)
ISM COVER SYSTEM AS MF
w
° °I
IZ2.5"PENE.
DATE: 10001/2012
o
to (2) SIMPSON SDS256T
C -i
j
j
5/8' 0 ACCESS HOLES
i
INSTALL 6 - #14 X 3-4"
RANCHO CUCUIONfiA CA (961) 741-4107
3' SO. POST LONG SDS (W EACH
EXISTING
E
HEADER TO COLUMN
STUCCO OR EQUAL I
(12 FASTENERS PER
CONNECTION)
INTO EACH WOOD STUD 1
EXIST. STUCCO / LEDGER
DOUBLE HEADER TO
ATTACHMENT DETAIL 22
COLUMN DETAIL 23
DRAWN BY: E.N.
TOM CAMPBELL a ASSOCIATES, INC.
LIVE Lam'
ISM COVER SYSTEM AS MF
V1PM0 ERI 0195
DATE: 10001/2012
COMMERCULL tM
AND RESU]1AL STRUCTURAL ENWNEEROVO
LAT't�E
10:40 8>D pd !
DURALUM PRODUCTS, INC.
'
SCALE: NONE
REVISED BY.
RANCHO CUCUIONfiA CA (961) 741-4107
CONNECTIONS
HOME WAND • !
9o, 100 a 110 MPH
/259 ALPI02, NE AVE, SACRAMENTO. CA 96525
(916)152.7FAX 403-15, 9 MdE**dLn& nm fl
SHEET 14 OF 33
MINIMUM NUMBER OF REQUIRED COLUMNS
FOR ATTACHED COVERS
DRAWN BY: EN.
DATE: ICIOU2012
o
co `;90
2"X6.5"X0.024" SIDE PLATES
POST Q
LIVE LOAD -
t0, 20 A 30 ppt
5o
a
2"X6.5"X0.032" SIDE PLATES
POST Q
UPMO ERA 0185
MPH
100 MPH
110 MPH
90 MPH.'
100'MPH
110 MPH
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
EXP. B
EXP. C
5'
2
2
2
3
3
3
5'
2
2
2
2
2
2
6'
2
3
3
3
3
4
6'
2
2
2
2
2
3
7'
3
3
3
4
4
4
7'
2
2
2
3
2
1 3
8'
3
4
3
4
4
5
8'
2
2
2
3
3
3
9'
3
4
4
5
4
6
9'
2
3
3
3
3
4
10'
3
4
4
5
5
6
10'
2
3
3
3
3
4
11'
4
5
4
6
5
7
11'
3
3
3
4
4
4
12'
4
5
5
6
6
7
12'
3
3
3
4
4
5
13'
4
5
5
7
6
1 8
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
DRAWN BY: EN.
DATE: ICIOU2012
TOM CAMPBELL 6 ASSOCIATES, INC.
MINUMUM
LIVE LOAD -
t0, 20 A 30 ppt
PATIO COVER SYSTEM AS MFG. EFY:
DURALUM PRODUCTS, INC.
UPMO ERA 0185
SCALE: BY:
COMMErtCul AND RESIDENTIAL STRUCTURAL ENG NEENND
�DUIRED COLUMNS
°M �n2 AVE" SACRAMENTO, TD, o
1(9Id)452-n21
SHEET 1b OF 33
RANCHO We uaNGA. CA )eat) 741-2107
PDN 110 MVH
bn
FAxso3tate �,
o
10# L.L. 90 MPH - ATTACHED SOLID COVERS I 12' OR LESS EXP. B & C
DRAWN BY: EN.
TOM CAMPBELL 8 ASSOCIATES, INC.
6.5" ROLLFORM /
4" I -BEAM
PATIO COVER SYSTEM AS MFG. BY:
4.5" / MAG GUTTER
3" SQ. STEEL BEAM.
7" I -BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
a
t0, 20 870 Dd
MAG BEAM
�E` NC4�
REVISED BY:
i
AND ATTACHED
10 4 L.L. Ip MPH
HORM WIND -�
90,100 8110 MPH
6289 ALPINE AVE.. SACRAMENTO. CA M5620
915 162.7021 FAX /0.1.15%
SHEET 18 OF 33
5
MAX.COL.
MAXPOST
FTG.
MIN•
FTG.
MIN.
MA7CPOST
PACING
FTG.
MIN.
FTG,
MIN.
MAX POST
SPACING
FTG.
MIN.
FTG.
MIN.
MAX POST
FTG,
MIN.
FTG.
MIN.
MAX POST
FTG.
MIN.
FTG. MIN.
ONSSPACING
(IN')
1PYOPE
(IN.)
TYPE POST
(SPAN)
(IN')
TYPE
(IN.)
TYPE
(IN')
T�`fPE
(IN.)
TTYPDISE
(SPAN)
(IN')
TYPE
(IN')
TYPPOSE
(SPAN)
(IN')
TYPE
POST
(IN') TYPE
LAS•
(SPAINGN)
5'
13'-7"
11"-1 •
23
:1724
B
I T-4"
24
B
12'-8"
24
B
9'-7"
22
B
23'-2'
29
B
11'-9"
26
11'-2'
25
8'-10'
23
20'-4'
31
B
6'
11'-4"
10'•1'
24
B
12'-2'
25
B
11'-8'
25
B
23
B
21'-2'
30
8'-10'
25
10'-9"
28
10' 3'
26
8'-4".
24
18'-8"
32
B
7'
9'-8"
9'-4"
24
B
11'-0'
26
B
10'-9'
25
B
8'-8"
24
B
19'-7"
31
8'-3'
25
10'-0'
27
9'-6'
27
8'-0"
25
1 T-3"
32
C
8'
8'-6"
8'-9"
25
B
10'-7"
26
B
10'-1"
26
B
8'-3'
24
B
18'-4"
32
7'-9'
26
9' 4"
28
'-10'
27
T-0';
26
18'-2"
33
C
9'
7'-7"
8'-3"
25
B
10'-0"
27
B
P 7'
27
B
8'-0"
25
B
1 T-4"
32
7'-3'
26
8'-10"
28
8' 6•
28
T-1-
26
15'-3"
34
C
10'
6'-9"
T-10"
26
B
91-6'
27
B
9'•1'
27
B
T-7'
26
B
161-6'
33
7'-0"
27
8'-4"
29
8'-0"
28
6'-8"
27
14'-6"
34
C
11'
6'-2"
T-7"
B
9'-1"
28
B
8'-8"
28
B
7'-3"
26
B
15'-8'
33
6'-8"
8'-0'
29
T-8'
29
6'-4"
27
3'-10'
35
C'"
12'
5'-8"
7'-2'
T27
B
8'-8"28
B
8'-3'
28
B
7'-0'
28
B
15-1
34
T8"
30
-4'
29
6'-2'.
28
13'-3'
35
C
13
5-2"
T-0'
B
8'-4'
29
B
8'-0"
29
B
6'-8"
27
B
14'-6"
34
6'-2"
T-4"
30
T -1"V
30
5'-10"
28
12'-9"
36
E
10# L.L. 90
MPH - FREESTANDING
SOLID
COVERS
12'
OR LESS EXP. B & C
5,
12'-0" 28
G
14'-8"
29 G
13'-9" 29 GEPT�7-
10'-2" ' 26
G
25'-2" 34 J ,
11'-3" 29
13'-r
30 H
13'-0" 30
9'-9" 28
23'-8' 35
22'-2" 32 1
6,
11'-0• 27
G
179"
28 G
12'-8• 26
9'-r 26
G
10'-3" 28
12'-1'
29
11'•10 299'-2"
27
20'-8' 34 J
20'-6• 32 1
�,
10'-2' 26
G
11'-10"
z6 G
11'-8• 27
9'-1" 26
G
9'-T 28
11'-2"
29
11'-0' 298'-9'
27
19' 4' 33 J
19'-3" 31 H
8.
9'-6• 26
G
11'-11
27 G
11'-0" 27
8'-9' 25
G
9'-0" 27
10' 4'
28
10'-3" 288'-4'
27
17'-4' 32 J
17'-6" 30 H
9.
9'-0• 26
G
10'-6"
27
G
10'-4' 278'-4"
25
G
8'-6' 27
9'-5'
28
9'-9" 28
8'-1' 27
16'.4• 32 I
16'-7" 30 H ON
F/V
10'
8'-7" 26
G
9'-6"
26 G
9'-10" 26
8'-1" 25
G
8'-1" 28
8'-11"
28
9'-3' 287'-9'
28
5'-7' 32 1
15'-10" 30
'
11'
8'-2" 27
G
s' -r
27 G
9'-a" 27
7'-10" 27
G
7'-8" 29
8'-r
29
-10' 297'-0'
29
4' 4" 31 ,p
14'-r 297'-4"29
12'
7'-10' 28
G
8'-9"
28 G
9'-0' 28
28
G
T-11'298'-0"
29-1'
29
13'-0" 31
14'-0" 29 NO. 7948
13'
7'7' 28
G
8'-1'
28 G
8'-8' 28 G7'-3'
28
G
T-1• 30
H
7'-7'30
H
8'-2" 30
6'-9' 30
H
13'-2"
FOOTNOTE: 'SAMPLE'
FOOTING SHOWN REPRESENTS LENGTH OF • THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE FIGURE INDICATES EXPOSURE B
_D"
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
MAY BE REDUCED 0' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B d C.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED A FREESTANDING C17NERS
DRAWN BY: EN.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLO
LIVE LOM • ,
PATIO COVER SYSTEM AS MFG. BY:
IAPMO ERN 0195
DATE: 101)1/1012
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANOWO
t0, 20 870 Dd
DURALUM PRODUCTS, ING
�E` NC4�
REVISED BY:
RANCHO ax,AMONGti CA (951) T1ta1oT
AND ATTACHED
10 4 L.L. Ip MPH
HORM WIND -�
90,100 8110 MPH
6289 ALPINE AVE.. SACRAMENTO. CA M5620
915 162.7021 FAX /0.1.15%
SHEET 18 OF 33
10# L.L.
90 MPH - ATTACHED SOLID COVERS
TOM CAMPBELL & ASSOCIATES. INC.
SOLID
POST SPAGNO TABLE
LIVE LOAD •
W. 20 a 30 pd
A :
DURALUM PRODUCTS, INC.
IAPMO ERM 0195
SCALE: NONE
12' OR LESS
EXP. B 8L C
>
0 AVE., SACRAMENTO, CA 0662E
DBL. 2"x6.5"x.032" BEAM/
3"x8" BEAM
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM w/INSERT
90,100 E 110 MPH
(918) 462-7021 FAX 4011610 s e,xMxn.oan
DBL. 3"x8" BEAM
EACH w/ A 3'x8" STL. INSERT
>
MAX.POST
SPACING
MAX.POST
SPACING
FTG.
MIN.
POST
FTG.
MIN.
MAX.POST
SPACING
FTG.
MIN.
FTG.
MIN.
MAX.POST
SPACING
FTG.
MIN.
FTG
MIN.
POST
5 o
m
MAX.COL.
SPACING
CT
ING
��
MIN. FTG
MIN.
POST
5
ON SLAB ♦
FOR DBL.
FOR 3' x 8'
(IN.)
(IN.)
TYPE
(SPAN)
(IN.)
POSTIN.)
TYPE
(POST
TYPE
(SPAN)
(POSTIN.)
TYPE
(IN.)
(SPAN)
(IN.)
T
(IN.)
2"x6.5'x.0
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'-1"
9'-0"
9'-3"
23
12'-7"
26
18'-7'
30
26'-2'
33
6'
11'-4"
23
B
13'-0'
26
B
19'-3'
29
B
2T-2"
33
C
6,
8'-0'
8 -4'
8'-Z'
8'-7"
24
11'-6'
27
1 r-0"
31
23'-10
34
7'
9'-8"
24
B
12'-1 "
26
B
1 T-1 "
30
B
25'-2'
34
C
�,
T-6'
7'-10'
7'-7"
8'-1"
25
10'-8"
28
15'-9'
31
22'-2'
35
8
"
8'-6-
24
B
11'-3'
27
B
16'-8"
31
B
23'-r
34
C
,
8
T-0"
* -6"
7'-1'
7 -7'
25
10'-0'
28
14'-9'
32
20'-8"
36
9'
7'-T" 17
25
B
10'-8"
28
B
15'-9'
31
B
22'-2'
35
E
9'
6'-7"
7'-1"
6'-9"
T-3"
26
9'�"
29
3'-10"
33
19'-r
37
10'
6'-9"
25
B
10'-2'
28
B
15'-0'
32
C
21'-1"
36
E
10'
6'-3'
6'-9"
6'�'
6'-10"
28
9'-0"
29
13'-2"
33
18'-r
37
11
6'-2"
25
B
9'-8'
29
B
14'-3'
32
C
20'-1"
36
F
,
11
6'-0'
6'-6"5,-9'
6'-1'
6'-8-
27
8' 7'
30
12'-7'
34
1 T-8"
38
12'
5'-8'
26
B
9'-3.
2 30
B
82
3334
C
19-3-
1
3
F
12'
6'-3.5
5'-10"
6'-4'
7
g _2•
-1"
1 r_w
38
13'
5'-2"
2628
B
8,-107'-10"
2931
B
13' ;1
3335
C
18'-66�-3"
3739
F
13'
-7.
S, 8,
-r
10#
L.L.
90 MPH - FREESTANDING SOLID COVERS
12' OR
LESS
EXP. B 8X C
5'
10'•4'
9'-r
29
G
15'-6"
30
G
26'-3'
34
J
32'-3"
36
J
5,
9'�"
-10"
30
H
14'-6'
31
H
23'-6"
35
30'-3"
29'-6"
38
,
6
6
9'-1' 8'-9' 28 G
14'-1" 29 G
24'-0" 33
J
35
J
8'-7"
T-10
29
G
13' 3"
30
H
21' 8'
34
2T-8`
2T-3"
37
�,
7,
8'-6' 7'-10" 27 G
13'-1" 28 G
22'-3" 32 J
34
J
T -r
T-0"
28
G
12'-3"
30
19'-10'
34
25'-8"
25'-r
36
8'
8,
7'-7' 7'-3" 28 G
12'-3" 28
G
20'-9" 32 1
34
J
7'-2"
6'-6"
29
G
11'-7'
29
18'-r
33
J
24'-1"
24'-2"
35
9'
9'
7'-2' 6'-8" 28 G
11'-7" 27
G
19'-8" 31 I
33
J
6'-6"
5'-11
30
H
10'-6'
28
1r -r
33
J
22'x'
22'-1 '
35
1
10
6'-7" 6'-3' 29 G
11'-0" 27
G
18'-8" 31 H
33
J
6'-3"
5'-7'
31
H
10'-0"
28
16' 8'
32
I
20' 8"
21'-1'
34
11'
6'-3' S'-9" 30 H
10'-1" 27
G
1T-9" 31 H
32
J
5'-8"
5'�"
32
I
9'-6"
29
15'-10"
32
I
19' 10"
20'.2"
34
i
12
5'-10" 5' 6' 31 H
9'-8' 28
G
- 30 H
32
J
5'-6"
5'-0"
33
J
9'-1'
29
15'-3"
32
I
179,-0"
19'x"
34
4
,
13
13
5'-7" 5'-4" 31 H
9' 3" 28 G
16' 4" 31
F (
32
J
5 ^
d�_t)^
33
J
B'-9"
30
H
14'-8"
32
35
FOOTNOTE: j -SAMPLE' 46EXP. 03!31
F -W NG 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 IN THIS Ij�'_ 1�FIGURE INDICATE . 1WHERE SLAB OCCURS. CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THEMAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
SEE ALTERNATE FOOTING TABLES WHERE ONLY ONE FIGURE SHOWN INDICATES EXP,.w•
SHT. 10 FOR ATTACHED 6 FREESTANDING COVERS
ORANN BY: E.N.
DATE: 100112012
TOM CAMPBELL & ASSOCIATES. INC.
SOLID
POST SPAGNO TABLE
LIVE LOAD •
W. 20 a 30 pd
A :
DURALUM PRODUCTS, INC.
IAPMO ERM 0195
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
ZEEBTANDINO
� YW� .
0 AVE., SACRAMENTO, CA 0662E
REVISED 8Y:
RANCHO CUCJIMONO+� G1 (061) 7114107
I01D L� IWMPH
90,100 E 110 MPH
(918) 462-7021 FAX 4011610 s e,xMxn.oan
SHEET 17 OF 33
10# L.L. 100 MPH - ATTACHED
SOLID COVERS I 12' OR
LESS EXP. B & C
LIVE LOAD •
6.5" ROLLFORM /
4" I -BEAM
UPMO EW O1B6
4.5"/ MAG GUTTER
3" SQ. STEEL BEAM
7" I -BEAM
r
pURALUM PRODUCTS, INC.
MAG BEAM
SCALE:
REVISED BY:
RANCHO CUCAMONGA, CA (MI) 741@107
M SAL 90MPH
HOR1Z WIND •
90,109 A 110 MPH
OM ALPINE AVE.. SACRAMENTO, CA 961110
10 401-7041 FAX 103.1619 a,,,,
SHEET 18 OF 33
3
MAX.COL.
MAX.POST
FTG
MIN.
FTG.
MIN.
MAX.POST
SPACING
FTG
MIN.
FTG.
MIN.
MAX.POST
SPACING
FTG.
MIN.
FTG.
MIN.
-POST
FTG.
MIN.
FTG.
MIN.
MAX POST FTG. MIN. ' FTG. MIN.
CING POST
SPACING
ON SLAB
(SPAN)
(IN.)
�E
(IN.)
POST
TYPE
(SPAN)
(IN.)
m,E
(IN.)
POST
(IN.)
�E
(IN.)
TYPE
(SPSPAPOSTAN)
TYPE(IN.)* TYPE
(IN.)
TYPE
(SPPOST
AN) (IN.) �E (IN.) TYPE
5'
13'-7"
10'-0"
24
B
12'-0"
25
B
11'-6'
25
B
9'-0`
23
B
20'-9'
30
B
8'-9"
25
10'-7"
26
10'-1"
26
8'-3"
24
18'-4'
32
B
8'
11'-4"
9'-1
25
B
11'-0"
26
B
10'-6"
26
B
8'-6
24
B
19'-0'
31
8'•1"
28
9'-8'
27
9'-3"
27
T-9'
25
16'-9"
33
B
71
91•8"
8'-e"
25
B
10'-2"
27
B
9'-8"
26
B
8'-1"
25
B
17'-8"
32
7'-8"
28
9'-0"
28
8'-7"
28
T-2"
26
15'-7'
34
C
8'
8'-6"
T-10"
28
B
9'-7"
27
B
9'-1"
27
B
7'-7'
25
B
16'-6"
33
7'-0'
27
8'-0'
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'
34
8'-7'
27
8'-0"
29
T-7'
29
6'-4`'
27
13'-9'
35
C
10'
6'-9"
7-1-
27
B
8'-7'
29
B
8'-2'
28
B
6'-10"
27
B
14'19"
34
6'-3'
28
T-7"
30
T-2"
29
6'-1"
28
13'-1'
36
C
11'
6'-2"
6'-9"
27
B
8'-2"
29
B
T-9"
29
B
6'-T
27
B
14'-1"
35
6'-0'
28
T-3"
30
-10'
30
5'-9"
28
12'-6'
36
C
12'
5'-8"
6'-6'
28
B
7'-10"
29
B
T-6"
29
B
6'-3"
27
B
13'-7"
35
5'-9"
29
T-0"
31
6'-7'
30
5'-7'
29
12'-0"
37
C
6'-3"
28
B
T-7"
30
B
T-2'
29
Zr-31
B
8'-1"
28
B
13'-0'
36
5'-7'
29
6'-8'
31
8'-4'
5' d'
29
11'-6"
37
E
10# L.L. 100
MPH - FREESTANDING
SOLID COVERS
12' OR LESS EXP. B & C
51
11'4" 29 G
12'-9" 30 H
13'-1" 30 H
9'-10"
G
23'-1 " 35 J '
10'-7" 30 H
12'-0' 31 I
12'-3" 31
9'-4"
21'-6' 36
21'-1' 34' J
8,
10'-4• 28 G
12'-2" 29 G
12'-0" 29 G
9'-3'
G
9'-8" 29
11'-4" 31 H
11'-2" 31 H
6'-10'
19'-8" 35
19'-7" 33
7,
9'-8" 28 G
11'-3" 29 G
11'-2" 29 G
8'-9"
G
9'-0' 29
10'-6" 30 H
10'-4• 30 H
8'-4'
17'-6" 34
17'-7" 32 I
8,
9'-1" 27 G
10'-7" 28 G
10'-6" 28 . G
8'-6"
G
8'-6 28
"
9=5' 29
9'-9 30
"
8'-1"
16 4' 34
16'-7" 32
9'
8'-7" 27
G
9'-6" 27
G
9'-10' 28
G
8'-2"
G
8'-0" 29
8'-11 29
9' 2' 29
7'-8"
15'-6' 33
15'-9" 31 H
10'
8'-2" 28 G
9'-0" 28 G
9'-4" 28 G
7'-9"
G
30
8'-2' 30
8'-9' 30
7'-3'
14'-2" 32 1
15'-0" 31 H
11'
T-9" 29 G
8'-8' 29 G
9'-0" 29 G
7'-6"
G
30 H
T-9" 30 H
8'-4' 30 H
T-0"
H
13'-6" 32 1
13'-19:,- 30 H FIV
12'
7'-6" 29 G
8'-0" 29 G
8'-7' 29 G
7--2'
G
7'-0" 31 H
7'-5' 31 H
8'-0" 31 H
8'�"
H
2'-10 32 5\RA
13'-4" 31 P
13,
7'-2" 30 G
30 G
8'-3" 30 G
6'-10'
G
32 I
6'-11' 32 I
7'-8" 32 I
6'-6"
I
11'-10" 32 d
FOOTNOTE: .SAMPLE" o. C3
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF • THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE111
FIGURE INDICATES EXPOSURE B
EACH SIDE AND DEPTH OF CUBED FOOTING WTTNMAS. AB, THM E SMALLER OF THE MAXIMUM SPACING SHOWN THIS
WHERE SLAB OCCURS, CUBED FOOTING Siff COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES
MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM. WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & FREESTANDING COVERS
DRAWN BY: E N.SOLID
TOM CAMPBELL 6 ASSOCIATES, INC.
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
UPMO EW O1B6
DATE: 101 i=2
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACING TABLE
FREESTANDING
10,10 a 30 poll
pURALUM PRODUCTS, INC.
SCALE:
REVISED BY:
RANCHO CUCAMONGA, CA (MI) 741@107
M SAL 90MPH
HOR1Z WIND •
90,109 A 110 MPH
OM ALPINE AVE.. SACRAMENTO, CA 961110
10 401-7041 FAX 103.1619 a,,,,
SHEET 18 OF 33
10# L.L. 100 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B & C
>
/
DBL. 2"X6.5"X.032" BEAMDBL
3"x8" BEAM
n R n
3 x8 x.042 BEAM 3px8
BEAM w/INSERT
DBL. 3"x8" BEAM >..
EACH w/ A 3"x8" STL. INSERT
MAX. POST MAX.POSTDo
SPACING SPACING
FTG.
FTG.
0.STYPE
SP CNG
NG.
SPACING
�o
a;
MAX.COL
SPACING
gpgC T FSG. MIN.co 3
ONSLAB*
FOR DBL FOR 3'x B'
(IN.)
nPE
(IN.
TYPE
(NG.
�
(NG.
(NG.
TME
(NG.
POST
218.5'x.032 BEAM
5
13 -7 "
8'-10" 10'-2'
22
B
14'-8"
31 H 19'-0"
29
B
26'-8•
33
�' S'
9'-0"
23
13'-8"
32 1 16'-8•
31
23'-6"
34
6'
11'-4"
8'-2" " 9'-3" "
23
B
13'-4'
30 H 11%3'
30
B
24'-4'
34
C 6,
7'-2 8'-2
24
12'-6"
31 1 15 -0'
32
21-6'
35
7'
9'-8"
T-7" 8'-7"
24
B
12' 6"
29 G 16'-1"
31
B
22'-7"
35
C �, .
6'-8" 7'-7'
25
11'-7"
31 H 14'-2"
33
19'-10"
36
8'
8'-6"
T-1" 8'-1"
24
B
11'-8"
29 G 15'-1'
32
B
21'-2"
36
B 8•
6'-3" 7'-1"
25
10'-6"
30 H 13'-3"
33
18'-8"
37
E
9'
7'-7"
6'-8" 7'-7"
25
B
11'-0"
29 14'-2"
G
33
B
20'-0"
36
E 9.
6'-0• s' -s"
26
9'-10
3o 12'-6"
34
1 r -r
38
10'
6'-9"
6 -4' 7'-3"
25
B
10'-1'
28 G 13'-6"
33
Ci
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'-T
29 G 12'-1 "
34
C
18'-1"
38
,
F 11
5'4" 6'-1"
27
8'-11"
30 H 11' 4"
35
16'-0"
39
12
5 -8 "
5'-10" 6'-8"
26
B
9'-2•
29 G -3"
34
C
1T-3
38
,
F 12
5'-2" 5'-10"
27
8'-6"
31 H 0'-10'
36
15'-3"
40
13'
V-2•
5'-8" 8'-4"
26
B
8-10T-11"
11'-;00"-0•
3 g2 H
3 36
C
16'-04.-8'
3
F 13'
5'-0" 5'-8'
28
I
,w
10#
L.L. 100 MPH - FREESTANDING
SOLID COVERS
12' OR
LESS EXP. B & C
5'
9-9" 9'-7" 29 G
16'-3"
31
G
24'-0" 35
J
30'-8"
37 J
5'
V_10.,_
'-10 '-10" 30 H
15'-0"
1'-1" 36
28'-7"
39 K
6'
8'-8" 8'-9" 28 G
14'-10'
30
G
22'-0" 34
J
28'-0"
36 J
6'
7'-9" T-10 29 G
13'x"
19'-3' 35
26'-1"
38 K
T-8" r-10' 27 G
13'-8"
30
G
20'-4" 34
J
26'-0"
36
J
,
7
T-2" r -o- 28 G
12'-8"
T-10 35
24'-2"
37
8'
T-3" 7'-3" 28 G
12'-1 "
29
G
19'-1" 33
J
24'-3"
35
J
8,
6'-6• 6'�" 29 G
11'-10•
s'-8" 32
'-10'
3s
91
6'-7" 6'-8" 28 G
12'-1•
29
G
18'-0" 32
J
22'-1 "
35
J
9.
6'-1' S'-11 30 H
11'-2"
15'-9" 33
20'-7"
36
10
6'-3• 6'-3" 29 G
11'-6"
28
G
1 T-1' 32 1
21'-0'
34 J
,
10
5'-71 S'-7" 31 H
10'-7"
5'-0" 33 J
19'-7"
35 1
,
11
11
5'-9" 5'-9" 30 H
10'-11"
28
G
16-3• 32 1
2b, o
33 J
5•-4- 5'-4- 32 1
10'-1"
14'-3" 33 J
18'-8'
35 I
�{`i
12
5'-6" 5'-6" 31 H
10'-6'
29
G
5 -7" 31 H
19'2"-J
4'-11" 5'-0" 33 J
9'-8"
13'-8" 32 1
1r-2-
-2"
35 I
\� Y
13
511.
5' 1' 5'-4' 31 H
10'-1"
29
H
15'-0" 31 H
1 '�'
J
4'-9" 4'-9" 33 J
9'-3"
3'-2" 32 I
16' 6'
38 1
FOOTNOTE: 'SAMPLE' 3
NOTE;
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 IN THIS
WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICA_D_ TES
MAY BE REDUCED 0' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B A C.
SEE ALTERNATE FOOTING TABLES
SHT. 111 FOR ATTACHED a FREESTANDING COVERS
DRAWN BY: E.rt TOM CAMPBELL 6 ASSOCUITES, INC. SOLID LAS LOAp. PATI . BY:
DATE: tdOtROt2 POST SPACING TABLE t0. 70aJO p�f OURALUM PRODUCTS, INC. y
"ZO
IAPMO ERM 01IM COMMERCIAL AND RES{DFJ:TIAI STRUCTURAL. IEE'RIN i FREESTANDING
RAL E AND ATTACHED HORLL WIND " SM ALPINE AVE, SACRAMENTO, CA 95M
SCALE: ��
�OF
RANCHO CUCAMONOA, CA (CT
REVISED BY: 10/ LL loo ALPIi tao,too a t to MPH (pte)4a2.7oat FAxaal.tstu a4aOduxMmaan SHEET 19 33
f
'948 P * ,
10# L.L. 110 MPH - ATTACHED
SOLID COVERS I 12' OR
LESS EXP. B & C
10# L.L. 110 MPH - FREESTANDING
SOLID COVERS
6.5" ROLLFORM /
4" I -BEAM
IAPMq ERM 01Be
4.5"/ MAG GUTTER
3" SQ. STEEL BEAM
7" I -BEAM
10.20 & x Pd '
12'-6" 31 H
MAG BEAM
21'-1 36 J
ANDATTACNED
10 / LL tp MAN
0.000 & WINO = I
Y0,100a110MPHSHEET
31
20 OF 33
MAXPOST
S.
PACIN)
FTGING
MIN.
FTG.
MIN.
MAX.POST
FTGCING.
MIN.
FTG.
MIN.
MAX.POST
SPACING.
FTG
MIN.
�G
MIN.
MAXPOSTI
FTG.
MIN.
�",
MIN.
POST
MA �T
SPACING
FTG.
MIN.
FTGPOST.
MIN.
5
MAX.COL.
8'-6" 28
G
ONSSPACLAB•
(SPANPOST
(IN.)
TYPPOSE
(IN')
TYPE
(SPAN)
(IN.)
TYPE
(IN.)
TYPE
(SPAN)
(IN.)
TYPE
(IN')
TYPE
(SPAPOST N) I
(IN')
TYPE
(IN')
TYPE
(IN')
TYPE
(IN.)
TYPE
5'
13'-7"
9'-1`
T.O. 28 G
25
B
10'-10'
26
B
10'-4"
26
B
8'4"
24
B
18'-1 "
8'-7" 29 G
31
B
8'-0'
26
9'-8"
27
9'-2"
7'-4" 30 H
27
8'-6" 30 H
",
T-8 I
11'
25
16-8
33
13'-8" 32 1 N
6'
11' 4"
8'-3"
25
B
10'-0"
27
B
9'-6"
27
g
8'-0"
25
B
1 T-3"
32
B
13'-2" 32 \�Y
T'1" 31 H
T-3'
8'-2" 31 H
27
8'-9'
6'-7" 33 I
28
6'-9" 33 J
8'�'
7'-7' 33 J
28
6'4" 33 J
T-1"�
12'-2" 32
26
6'-9" 31 H
15'_3"
T-10" 31 H
34
�,
9,�"
7'-8"
28
B
9'-3"
28
B
8'-10"
27
B
T-4"
26
B
16'-0"
33
B
SHT. 10 FOR ATTACHED & FREESTANDING COVERS
6'-9'
27
B'-2'
29
7'-9'
29
6'-7'
27
14'-2'
35
8,
6,�„
T-2"
27
B
8'-8"
28
B
8'-3"
28
B
7'-0"
26
B
15'-0"
34
C
6'4'
28
7'-8'
30
7'-3'
29
6'-2"
28
13'-3"
38
9'
T-7"
6..9.
27
B
8'-2"
29
B
T-9'
28
B
6'-7`
27
B
14'-2"
35
C
6'-0'
28
7'-3'
30
6'-10'
30
5'•9"
28
12' 8"
8
10'
6'-9"
6'-6"
28
B
T-9"
29
B
T-6"
29
B
6'-2"
27
B
13'-8"
35
C
5'-8'
29
6'-10"
31
6'-T
30
5'-6"1
29
1'-10"
37
11'
6'-2"
6'-2"
28
B
7'-6"
30
B
T-1"
29
B
6'-0"
28
B
12'-10"
36
C
5'-0"
29
6'-7"
31
6'-0'
31
5'-3".
29
11'-4'
38
12'
5'-8"
29
B
T-2"
30
B
6'-9"
30
B
5'-8" -
28
B
12'-3'
36
C
5'-3'
30
6'-3"
32
6'-1'
31
5'-1"
30
0'-10"
i
38
13'
5'-2"
29
B
6'-10'
31
B
6'-T
30
B
5'-6"
29
B
11'-9"
37
C
30
E.N.
-1
10# L.L. 110 MPH - FREESTANDING
SOLID COVERS
12' OR LESS EXP. B & C
5,
IAPMq ERM 01Be
10'-9" 30 I„�
COMMERCIAL AND RESIDFMUL STRUCTURAL ENGINEERING
13'-1' 31 H
10.20 & x Pd '
12'-6" 31 H
9'-6" 29 G
21'-1 36 J
ANDATTACNED
10 / LL tp MAN
0.000 & WINO = I
Y0,100a110MPHSHEET
31
20 OF 33
11'-8" 32 J
11'-T 32 J
9'-1" 30 H
20'-2' 38
20'-0" 35
J '
6
9'-10' 29 G
11'-7" 30 H
11'-4" 30 H
9'-0` 28 G
31 H
10'-8" 32 I
10'-7" 32 I
8'-6" 30 H
18' 8" 37
18'-7" 34
J
T
9'-2" 29 G10'-8"
30 G
10'-7" 30 G
8'-6" 28
G
8'-6' 30 H
9'-0' 31 H
9'-9" 31 H
8'-1" 30
16'-6" 36
16'-8" 33 J
8,
8'-7" 28 G
4:129
9'-7" 29 G
9'-10" 29 G
8'-2' 28 G
8'-0'
8'-11 30 H
9'-2" 31 H
7'-8" 29
15'-6' 35
15'-9" 33 J
9.
8'-2" 28 G
T.O. 28 G
9'4" 29 G
7'-10" 28 G
7'-7" 30 H
8.-
'-5' 30 H
8'-8" 30 H
7'-3" 30 H
14'-1' 34
14'-6' 32 I
10'
r
T-9" 29 G
8'-7" 29 G
8'-10" 29 G
T-6" 29 G
T-2" 31 H
7'-8' 31 H
8'-0' 31 H
6'-10" 31 H
13'-4" 34 J
7'-4" 30 H
T-11" 30 H
8'-6" 30 H
T-1` 30 H
11'
13'-8" 32 1 N
32 I
T-4' 32 I
7'-10" 32 I
6'•7" 32 I
2'-3' 33
12'
13'-2" 32 \�Y
T'1" 31 H
7'-7" 31 H
8'-2" 31 H
6'-9" 31 H
6'-7" 33 I
6'-9" 33 J
7'-7' 33 J
6'4" 33 J
12'-2" 32
13,
6'-9" 31 H
7'-3" 31 H
T-10" 31 H
6'-7' 31 H
8'-3' 33 J
6'-0' 33 J
7'-3" 33 J
6'-1 ` 33 J
{ * C37
Nom' FOOTNOTE: 'SAMPLE'
FOOTING SHOWN REPRESENTS LENGTH OF +THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL. BE FIGURE INDICATES EXPOSURE BEACH
SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THISE
SLAB OCCURS, CUED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SKOWN FOR THE FIGURE INDICATES
MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED & FREESTANDING COVERS
E.N.
TOM CAMPBELL d ASSOCIATES, INC.
SOLLD
POST Nct T�
LIVE LOAD •
ATIO COVER SYSTEM AS MFG. BY:
IAPMq ERM 01Be
FR=EV1fkv0;D__,1'1:
COMMERCIAL AND RESIDFMUL STRUCTURAL ENGINEERING
EEST
FREESTANDINGE
10.20 & x Pd '
URALUM PRODUCTS, INC.
118)462-7021
CIICIWONGA CA Ive1)T�1stoT
ANDATTACNED
10 / LL tp MAN
0.000 & WINO = I
Y0,100a110MPHSHEET
ALPINE AVE., SACRAMffHTO, 0 Oee2eRANG10
FAX4034619
20 OF 33
10# L.L. 110 MPH - ATTACHED SOLID
COVERS 12' OR LESS EXP. B 8L C
TOM CAMPBELL d ASSOCIATES, INC.
SOLD
POST SPACING TABLE
LIVE LOAD
to, m a 39 oraT
PATIO COVER SYSTEM AS MFG.
DURALUM PRODUCTS, INC.
DBL. 2"x6.5"x.032" BEAM /
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM w/INSERT
COMMERCIAL AND RESIDENTIAL STRUCTURAL EN04MERING
I
DBL. 3"x8" BEAM
HORR. WIND -
I
6269 ALPINE AVE., SACRAMENTO, CA 96626
I
a�
3"x8" BEAM
RANCHO ClKJ1MONGA CA (951) 711.2107
AND ATTACHED
10 a L.L- 196 MPH
90.100 d 116 MPH
(916) 462-7021 FAX 403.1519 .Nod "r kmcom
EACH w/ A 3"x8" STL. INSERT �jr
MAXPOST MAXPOST
SPACING
MAXPOST
SPACING
MAX.POST
SPACING
NG.
NG.
Do
MAX.COL.
MgX,ppgT O
SPACING G. � 3
G
ON SSPACING LAB •
FORCING
DBL OR 3' x 8-
(NG.
ME
(NG.
�e
)
(NG.
POST
TYPE
(NG.
�
AN)(N.
POST
TYPE
�e
(NG. �
POST PMOST
TYPE
2'x6.5"x BEAM
5'
13'-7"
8'-1 " 10'-2"
22
B
11.'-7"
27
B
1 T-2'
30
B
24'-2'
34
,
C 5
7'-2" 9'-0'
23
10'-3"
28
15'-2'
32
21'-4"
36
6'
11'-4"
7--6- 9'-3'
23
B
10'-8'
28
B
15'-9"
31
B
22'-2"
35
C 6'
8'-7" 8'-2"
24
9' 4"
29
13'-10
33
19'x"
37
7,
9,�"
6'-10" 8'-7"
24
B
9'-10"
28
B
14'-T
32
B
20'-6"
36
C 7,
6'-1" 7'-7"
25
8'-8"
30
2'-10"
34
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'-T
6'-1' 7'-7'
25
B
8'-9"
30
B
12'-10"
34
B
18'-1'
38
E 9'
5'-4" 6' 9'
26
7' 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
Ir -2"
38
E 10'
5'-2" 6'-4"
26
T-0"
32
10'-9'
36
15'-2"
40
F
11
6-2"
5'-7" 6'-10"
25
B
T-10"
31
B
11'-8"
35
C
16'-4"
39
,
F 11
5'-0" 6'-1"
27
T-0°
32
10'-3'
36
14'-6"
41
12
5--8-
5'-4' 6'-8"
28
B
T-7"
31
B
1-2"
35
C
15'- "
40
F 12'
4'-9" 5'-10'
27
6'-8"
32
9'-10"
37
T-10'
41
13'
5'-2"
5'-2" 6'-4°
26
B
7'-3'
3133
B
10'- 9
3637
C
15'-; 3
4 42
F 13,
4 -7" 5'-8"
28
6 -6"
6"
�"
10#
L.L. 110 MPH - FREESTANDING SOLID COVERS 12' OR
LESS EXP. B 8L C
5
8'-11" 9'-7" 29 G
14'-0" 32 1
21'-9" 36
�
29'-1'
39
K
,
5
8'-3" -10" 30 H
2'-10 33 J
19'-2' 37
27'-0"
41
60
8'-2" 8'-9" 28 G
12'-9" 31 H
19'-1 ' 35
26'-T
38 J
6-
6
7'-4" T-10 29 G
11'-9" 33 J
1 T-6" 38
24'-8"
40 K
7,
T-4" 7'-10' 27 G
11'-9' 31 H
18'-6" 34
J
24'-8"
37 J
7'
6'-7" 7'-0" 28 G
10'-7" 32 I
16'-2" 35
22'-9"
39 K
8'
6'-8" 7'-3" 28 G
10'-8" 30 G
17'-3" 34
23'-1"
36
8'
6'-1" 6' 6' 29 G
9'-10' 31 H
15'-2" 35
20'-7"
38
9
6'-3" 6'-8" 28 G
10'-1" 29 G
16'-3" 33
21'-0"
35
J
r
9
5'-7' 5'-11 30 H
9'-3" 31 H
14'-4' 34
19'-6"
37
10
5'-9" 6'•3" 29 G
9'-7" 29 G
;Lr31
15'-6" 33
20'-0"
35
10'
5'-4' S' -T 31 H
8'-10' H
13'-7" 34
18'-6"
37
11'
5'-0" T-9" 30 H
9'-1' 30 H
14'-9" 32 1
19'-0"
35
AL
4'-10" 5'-4" 32 1
8'-1" 32 1
13'-0' 34 J
17'-0"
37
Y
12'
5'-0" 5'-6" 31 H
8'-9" 31 H
4 -2 1
18 -
4'-8" 5'-0" 33 J
7'-10' 33 J
12'-6" 34 J
16'-2"
37
A�
13
4'-10" 5'-4' 31 H
8'-1" 31 H
13'-T 33 1
16'-1
35
13
4'-5" 4'-9" 33 J
T-5' 33 J
12'-0" 35 J
15'-7"
38
a
* C379
t8J
FOOTNOTE: "SAMPLE'
/r3
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF It THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SWILL BE FIGURE INDICATES EXPOSURE B
EACH SIDE AND DEPTH OF CUBED FOOTING WTTHOLIT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS
D FONG SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES -
WHERE SLAB OCCURS, CUBEOTI
MAY BE REDUCED B' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B d C.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 6 FREESTANDING COVERS
DRAWN BY: E.N.
DATE: 10,otaotz
TOM CAMPBELL d ASSOCIATES, INC.
SOLD
POST SPACING TABLE
LIVE LOAD
to, m a 39 oraT
PATIO COVER SYSTEM AS MFG.
DURALUM PRODUCTS, INC.
IAPMO ERI9Otis
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL EN04MERING
I
FREESTANDING
HORR. WIND -
I
6269 ALPINE AVE., SACRAMENTO, CA 96626
I
REVISED BY:
RANCHO ClKJ1MONGA CA (951) 711.2107
AND ATTACHED
10 a L.L- 196 MPH
90.100 d 116 MPH
(916) 462-7021 FAX 403.1519 .Nod "r kmcom
SHEET 21 OF 33
20# L.L. 110 MPH - ATTACHED
SOLID COVERS 12' OR LESS EXP. B & C
TOM CAMPBELL 6 ASSOCIATES, INC.
LIVE LOAD •
6.5" ROLLFORM 1
4" 1 -BEAM
4.5"/ MAG GUTTER
3" SQ: STEEL BEAM
7" I -BEAM
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACE TABLE
FREAND
t0.2D L b pd
DURALUM PRODUCTS, INC.
MAG BEAM
SCALE NOTE
REVISED BY,
RANCHO Ct1CAAlONCiI� CA (05,17.1.2107
ATTACHED
AND ATTACHED
10 A L.L 00 MPH
MAXPOST
S(SPCAN)
FTG.
MIN.
PTYPE MT
FTG
MIN.
POST
MAX.POST
FTG.
MIN.
FTG.
MIN.
MAX.POST
SPACING
FTG
MIN.
FTG.
MIN.
MAX.POSTI
SPACING!
FTG.
MIN.
Pt?PSET
MIN.
MAX.POST
SPACING
FTG
MIN.
MAX.COL.
FTG. MIN.
19
SPACING ONSLAB w
(IN.)
(IN.)
(SPAN
(IN.)
TSE
(IN.)
TYPE
(IN.)
TYPPOSE
(IN.)
TYOPE
CIN.)
(IN.)
TYPPOSE
(IN.)
TSE
(IN.) TYPE
5'
13'-7"
9'-1"8-0'
2 26
B
10'-19'-0"
26
B
10'-89-6'
2
B
8'�^T-8';
2 25
B
18'-16'-0�
3133
C
7
27
6
11 -4'
8'-3'
25
B
27
B
9'-9'
27
B
8'-0'
25
B
16'-8"
32
C
T-3'
27
8'-9"
28
9'-8"
28
7'-1"�
26
15'-3"
34
7'
9'-8"
7'-8"
26
B
8'-11'
27
B
9'-1'
28
B
T-4" ;.
26
15'-4"
33
E
6'-9"
27
8'-2"
29
8'-1'
29
6'-7"�
27
14'-2'
35
C
8
"
8-6"
7'-2'
27
B
8'-0'
28
B
8'-T
28
B
T-0'
26
B
13' 10'
33
E
6'-4'
28
7'-8"
30
7'-7"
30
6'-2'
28
12'-9"
35
9'
7'-7'
6'-9"
27
B
7'-7"
28
B
8'-1'
29
B
6'-7"
27
B
13'-2"
34
F
28
7'-0"
30
7'-2'
30
5'-9'
28
12'-1"
36
10'
6'-9"
6'-6"
28
B
6'-11'
28
B
T-8'
29
B
6'-2"
27
B
12'-1"
34
F
5'-8'
29
6'-7"
30
8'-9'
31
5' 6"i
29
11'-1"
36
11
6-2 "
6'-2"
28
B
6'-8'
29
B
7'-3"
30
B
6'-0"
28
B
11'-6"
35
F
5'-6"
29
B'-1"
31
6'6'
31
5'-3"�
29
10'-T
37
12'
S'-8"
5'-10"
29
B
6'-1'
29
C
7'-0"
30
B
5'-8"
28
B
10'-7"
35
F
5'-3'
30
5'-9'
31
B
6'-2'
32
5'-1 `
30
9'-8"
37
13'
5'-2"
5'-8"
29
B
5'-10'
29
C
6'-9"
31
C
5'-6" I
29
B
10'-1"
35
F
5'-1'
30
5'-0"
31
6'-0'
32
4'-10'
30
9'�
37
110 MPH - FREESTANDING
SOLID COVERS
12' OR LESS EXP. B
& C
5
9'-3' 29 G
11'-2' H
101-8' 30 G
28
G
19'-6" 35
J '
8'-9' 30 H
10' -TI
10'-1' 31 H
8'-3" 30
18'-4" 37
6,
8'-6" 28 G
10'-3' G
9'-9' 29 G
B'-1" 28 G
17' 9" 34 J
8'-1' 30
9'-8"H
9'-3' 31. H
7'-9" 29
18'-9" 36
7,
7'-10' 27 G
9'-6- G
9'-1" 29 G
7'-T 27 G
16'-6" 33 J
7'-6' 29
9'-0"H
8'-7' 30 H
7'-2' 29
15'-T 35
6'
7'-4" 28
G
8'-10" G
8'-6" 28
G
T-1' 28
G
15' 4` 33
7'-0" 29
8'-6"H
8'-1' 30
6'-9" 29
14'-7" 34 `� S NA
GJ NG
9
7'-0' 28 G
8'-4
FH
8'-1' 28
H
6'-8" 28 G
14'•7' 32 I
6'-7' 30 H
8'-0'H
T -T 30
6'-4' 30 H
13'-9' 34
10'
6'-8' 29 G
8'-0"
7'•8" 29
H
6'-4" 29 G
13'-9" 32
6'-3' 31 H
T-7"f'I
7'-2' 31
6'-1" 31 H
13'-1' 33
11'
6'-4" 30 H
7'-8" H
T-3' 30 H
6' 1' 30 H
13'-2" 31
6'-0' 32 I
7'-3'I
6'-10' 32 I
5'-9' 32 I
2'-6" 33 3948/
6'-1" 31 H
7'-4' H
T-0' 31 H
5'-10' 31 H
12'-8" 31
12'
5'-9' 33 J
7'-0'J
6'-7' 33 J
5'-7' 33 J
11'-7" 33
12'2" 325-7'
13'
5'-10' 31 H
7'-1"
6'-9" 31 H
5'-8" 31 H
33 J
8'-5"J
6'-4' 33 J
5'�" 33 J
11'-1" 34 J
I
FOOTNOTE:'SAMP'
LE
FOOTING SHOWN REPRESENTS LENGTH OF • THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE FIGURE INDICATES EXPOSURE B -1� J
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN IN THIS FL_�JI
-
WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES EXPOSURE C
MAY BE REDUCED 0' EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
EXP. ONLY ONE FIGURE SHOWN INDICATES Q'. 8 6 C.
SEE ALTERNATE FOOTING TABLES
HT. 10 FOR ATTACHED & FREESTANDING COVERS
wuwN er E.N.
TOM CAMPBELL 6 ASSOCIATES, INC.
LIVE LOAD •
PATIO COVER SYSTEM A8 MFG. BY:
UPMO EiL7 0193
DATE t00t72012
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
POST SPACE TABLE
FREAND
t0.2D L b pd
DURALUM PRODUCTS, INC.
I
SCALE NOTE
REVISED BY,
RANCHO Ct1CAAlONCiI� CA (05,17.1.2107
ATTACHED
AND ATTACHED
10 A L.L 00 MPH
HDRIZ WINO "
00,100 6 1 t0 MPHl
0200 ALPINE AVE.. SACRAMENTO, CA 0502!
t0 462-7021 FAX 40'11510 mm
SHEET OF 33
20# L.L. 110 MPH - ATTACHED SOLID
COVERS 12' OR LESS EXP. B & C
TOM CAMPBELL d ASSOCIATES, INC.
M
POST 9PACINO TABLE
LME LOAD •PATIO
f 0. 20 6 ]0 pd
DBL. 2"x6.5"x.032" BEAM /
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM w/INSERT
DBL. 3"x8" BEAM >
FREESTANDING
AND ATTACHED
HORIL WIND "
S269 ALPINE AVE- SACRAMENTO. CA
3"x8" BEAM
REVISED BY:
RANCHO CUCAMONGA CA (961) 741.2107
EACH w/ A 3"x8" STL. INSERT
MAXPOST MAX. POST
SPACING SPACING
FTG •
OST
FTG.
MAST
MAXPOST
SPACING
FTG.
POST
FTG.
MIN.
MAX.POST
SPACING
FTG.
FST
Frc'' OST
� o
MAXCOL.
SPACING
SP CGT FTG. POST FTG' POST m
ONSLAB-
FOR DBL. FOR 3' x 8'
(IN.)
TYPE
(IN.)
TYPE
(SPAN)
(IN.)
TYPE
(IN.)
TYPE
(SPAN)
(IN.)
TYPE
(IN.) TYPE
(SPAN) CIN.) TYPE (IN.) TYPE
2'A.57c.03 BEAM
5'
13'-7"
T-5.7,-1" T_1T-5"
2
B
12'-011
2 29
B
16'-65-2"
3032 C
25'-21
3437
E 51
25
4'
B
�"
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'-8"
6'-1" 6'-5"
25
B
9'-9"
28
B
13'-6"
31 C
20'-0"
36
F 7'
5'-7" 6'-1'
26
9'-3'
30
2'-10'
33
18'-1"
38
8
8'-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'-5"
31
12'-1'
34
1 T-0"
39
9'
7'-7"
5'-0' 5'-6"
25
B
8'-5"
29
B
11'-6'
32
E
18'-1 "
38
F 9'
4'-9" 5'-2"
27
T-11"
31
11'x'
34
16'-0"
40
10'
6'-9"
4'-9" 5'-1"
2;116
B
7'-11"
30
B
10'-10"
33 E
16'-0"
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
T r
30
�'
9'-1'
33 F
15'-9'
38
F 11'
4'-0" 4'-5"
27
6'-11"
32
10'-3'
35 E
14'-6'
41
12'
5'-8"
4'-1' 4'-6"
26
B
T-3"
31
C
-6"
33
F
5'-1
39
F 12'
T-10" 4'-3"
28
6'-8"
32
9'-10"
35
13'-10"
41
13
5'-2-
"
3'-11" 4'-4"
27
B
6'-9"
31
C
8'-10"
34
F
14'-0"
39
,
F 13
3'-6" 3'-11"
28
6'-4"
33
9'-6'
36
13'-4"
42
20#
L.L. 110 MPH - FREESTANDING
SOLID COVERS 12' OR
LESS EXP. B 8L C
5'
8'-4" 8'-6" 28
G
12'-0' 27 H
J23'-6'
20'-0' 35Xr4��
24'-1 '
37
J
5,
7'-10" '-1" 30
11'-3' 29 I
19'-2' 37
39
K
7'-8" T-9" 27
G
10'-10' 28 H
18'-6" 3422'-9"
J21'-6"
36
J
6,
6
T-2' Tom" 29
10'-3' 29 I
17'-0' 36
38
K
T-1" 7'-3" 27
G
1T-2" 3421'-1"
J19'-10
36
J
7
10'-2" 28 G
,
7
6'-8" 6'-10' 28
9'-7" 30 H
16'-2" 35
37
6'-8" 6'-9' 28 G
16'-1" 33 J19'-9"
35
J
8,
9'-6' 29 H
8'
6'-0" 6'-6" 28
9'-0' 31
15'-2' 3518'-8'
37
6'-3" 6'-4" 28 G
15'-2' 3318'-8"
34
9
9'-0" 29
H
9'
5'-6' 6'-1' 30 H
8'-6" 31
14'-4' 341r-7"
36
5'-9" 6'-1' 29 G
14'-4" 32 1
17"-8"
34
J
8'-0' 3Q
H
10
5'-3" 5'-9" 31 H
8'-1" 32
13'-7" 34 J16'-8"
38
8'-2" 30 H
11'
5'-5" 5'-10" 30 H
13 -9" 32 1-0'S'-332
J
I
7'-8" 32 I
13'-0" 34 J
36
12
5'1"5'7" 31 H
13-2 2 11
-2
7'-9" 31 H
,
'"5'-1" 33 J
rte" 32 J
12-6" 34 J15'-3"
361213'
4'-9"5'-4" 31 H
7'-6' 31 H
12'-8' 32 1_16-
J
4'-4' 4'-8' 33 J
7'-1' 33 J
12-0' 35J14'-8"
37
FOOTNOTE: `SAMPLE'
FOOTING SHOWN REPRESENTS LENGTH OF + 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
WHERE SLAB OCCURS, CUBED FOOTING SIZE COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE Ir" I"1 FIGURE INDICATES
MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM.
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. 8 d C.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED 8 FREESTANDING COVERS
DRAWN BY: EN.
DATE: 101012012
TOM CAMPBELL d ASSOCIATES, INC.
M
POST 9PACINO TABLE
LME LOAD •PATIO
f 0. 20 6 ]0 pd
COVER SYSTEM AS :
OURALUM PRODUCTS, INC.
lAPMO ERN 0195
8CAlE: NONE
COMMERCULL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
AND ATTACHED
HORIL WIND "
S269 ALPINE AVE- SACRAMENTO. CA
REVISED BY:
RANCHO CUCAMONGA CA (961) 741.2107
10 • LL 100 MPH
00.100 d 110 MPH
(013-) 482.7021 FAX 403-1619 sNw0du"Mmmmm
SHEET 23 OF 33
Rm
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 6 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" �y
FIGURE INDICATES EXPOSURE 8 _E ,J
Ir" I� FIGURE INDICATES EXP]
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B d C.
.03/01/0
30# L.L. 110 MPH
- ATTACHED
SOLID COVERS
LIVE LOAD "
PATIO COVER SYSTEM AS MFG. BY:
]DRAWN
UPMq ERHI 01 Y6
DATE: 10001=112
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
pOgT SPACING
FREESTANDING
10, 70 t 30 pd
12' OR
LESS
EXP. B & C
SCALE: NONE
REVISED SY:
RANCHO CUCAMONGA. CA (951)741-2107
6.5" ROLLFORM /
HDtiZ WINO •'
96,100 6110 MPHl(ola)"2-7021SHEET
4" I -BEAM
24 OF 33
4.5" / MAG GUTTER
3" SQ. STEEL BEAM
7" I -BEAM
T
P
MAG
BEAM
ng
MAX.COL.
MAXPOST
FTG
MIN.
FTG
MIN.
MA LPOST
FTG
MIN.
FTG.
MIN.
MAXPOST
SPACING
FTG.
MIN.
FTG
MIN.
MAX.POST.
PA
FTG.
MIN.
FTG.
MIN.POST
MAXPOST
PACING
FTG
MIN.
FTG.
MIN.
ING
(SPANPACIN)
(IN.)
TYPE
(IN.)
TYPE
(SPAN)
(IN.)
TYPE
TYPE(IN.) TYPE
(SPAN)
(IN.)
TYPE
(IN.)
TYYPPE
(IN.)
TYPE
(IN.)
TYPE
(SPAN)
(IN.)
TYYPE
(IN.)
TYPE
F
ONSSPACLAB*
(SPANSPACIN)
5'
13'-7"
8'-3'
24
B
9'-3'
25
B
9' 6"
25
B
7'-8'
18
B
16'-1'
30
C
8'-0'
26
8'-10"
2T
8'-10'
27
T-4" I
20
15'-4'
32
E
6'
11'-4"
T-7'
25
B
8'-6'
26
B
8'-0'
25
B
7'-0'
19
B
14'-2"
30
E
7'-3'
27
T-9"
27
8'-0"
27
6'-8"
21
13'-7'
32
�,
9,$"
25
B
7'-8'
26
B
T-9'
26
B
6' 8'
19
B
13'-1"
31
F
6'-9'
27
T-3'
28
7'-2"
28
6'-0'
22
12'-1'
33
8'
8'-6"
6'-7'
26
B
6'-10"
26
B
T-0'
26
B
5'-11"
20
B
11'-9'
31
F
8'-4'
28
6'-7-
28
C
6'-9'
28
T-7"
22
11'-3'
34
9'
7'-7"
6'-3'
27
B
6'-0'
27
C
6'-6"
27
B
5' T
20
B
11'-2'
32
F
6'-0'
28
6'-1'
29
6'-1'
27
C
5'-1",
23
10' 3"
34
10'
6'-9"
8-0'
27--B
5'-11"
27
C
6'-0-
27
C
5'-1'
21
B
10'-2"
32
F
5'-8'
29
5'-8'
29
5'-10"
29
4'-10'
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
F
5'-0'
29
5'-2"
29
5'-4'
29
4'-8'9
24
8'-11'
35
12
5 -8 "
51-6'
28
B
5'-2"
27
C'
5'- 4"
28
C'
4'-8"
22
B
8'-11'
33
5'-3'
30
C
4'-11 "
29
5'-T
29
4' 4'
24
8'-0"
35IF
13'
5'-2"
5'3"
28
C
4'-11'
28
C
5'-1" "
28
C
4'-4"
22
B
8'-7"
33
5'-1'
30
4'-7'
29
4'-9
30
4'-2'
24
C
T-10"
35
30# L.L. 110 MPH
- FREESTANDING
SOLID COVERS
12' OR LESS
EXP. •B & C
5,
8'-3"
28
G
10'-0"
29
G
9' 6'
29
G
8'-0' 28
G
17'3'
34
J
7'-10'
29
9'-7'
31
H
9'-1'
30
H
T-7" 1 29
16'-6'
36
6,
7'-7" 27 G
9'-1" 29 G
8'-8' 28 G
7'-0' 27 G
15'-9' 33 J
T-3'
29
8'-9"
30
H
8'-4"
30
H
7'-0' 28
15'-1'
35
�,
7'-0' 27 G
8'-0' 28 H
8'-1' 28 G
6'-9' 27 G
14'-8' 32 I
6'-8'
28
8'-1'
30
T-9'
29
H
6'-6''
28
14'-0"
34
J
a,
6'-7' 28 G
8'-0" 28 H
7'-7" 28
H
6'-4" 28 G
13'-8" 32 1
8'-3"
29
T-7'
29
T-3'
29
8'-6"
29
13'-1'
33
J
9.
6'-3' 28 G
T-6" 28
H
T-2' 28
H
6'-0" 28 G
13'-0" 31 1
6'-0"
30
H
T-2'
30
8'-10"
30
5'-9'
30
H
12'_4'
33
J
10'
29 H
T-2" 29 H
6'-9' 29 H
5'-8' 29 G
12'-3" 31 I
5'-8'
31
B'-9'
31
6'-6'
31
5'-6"
31
H
11'-9"
33
J
11'
5'-8' 30 H
6'-9' 30 H
6'-6" 30 H
5'-6' 30 H
11'-9" 31
5'�"
32
I
8' 6'
32
32
I
5'-2'
32
I
11'-2"
11'-3"
32
31
�\
Y
12'
5'-0' 31 H
6'-7" 31 H
6' 3' 31 H
5'-3' 31 H
5'-2'
33
J
6'-3'
33
J
6'-0'
33
J
5'-0'
33
J
10'-9'
10'-3"
3
31
13'
5'-3' 31 H
8'-3" 31 H
6'-0' 31 H
5'-1' 31 H
Rm
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 6 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" �y
FIGURE INDICATES EXPOSURE 8 _E ,J
Ir" I� FIGURE INDICATES EXP]
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B d C.
.03/01/0
BY: EN
TOM CAMPBELL & ASSOCIATES, INC.
�LIDTABLE
LIVE LOAD "
PATIO COVER SYSTEM AS MFG. BY:
]DRAWN
UPMq ERHI 01 Y6
DATE: 10001=112
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
pOgT SPACING
FREESTANDING
10, 70 t 30 pd
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED SY:
RANCHO CUCAMONGA. CA (951)741-2107
AND ATTACHED
0#1 1 WWI"
HDtiZ WINO •'
96,100 6110 MPHl(ola)"2-7021SHEET
8M ALPINE AVE., SACRAMENTO, CA 90670
FAX 1011619
24 OF 33
30# L.L. 110 MPH - ATTACHED SOLID COVERS 12' OR LESS EXP. B & 1
C
>
TOM CAMPBELL Q ASSOCIATES. INC.
DBL. 2"x6.5"x.032" BEAM /
DBL. 3"x8"x.042" BEAM
3"x8"
BEAM w/INSERT
6'-2"
DBL. 3"x8" BEAM
31
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
r-9'
3"x8" BEAM
33
(�
12'-10"
EACH w/ A 3"x8' STL. INSERT
RANCHO CUCAMWXiq CA (951) T41.s1 W
MAXPOST MAXPOST
SPACING SPACING
FTG.
MIN.
12
5'-8"
MAX.POST
SPACING
FTG.
MIN.
FTG
MIN.
MAXPOST
SPACING
FTG.
MIN.
FTG
MIN.
MAXPOST
NG
FTG•
MIN.
�C,
MIN.
o
m
MAX.COL
SPACING
o
m �
J
ON SLAB t
FOR DBL FOR 3" x 8'
(IN.)
POST
POPE
26
T(IN
(SPAN)
(IN.)
TYPE
(IN.)
POST TYPE
(SPAN)
(IN.)
PTMOPSE
(IN.)
POSTPOPE
(SPAN)
(IN.)
POS
(IN.)
PPOPSE
13'
F-2"
3'-3" 3'-7"
rx6-V'x. BEAM
25
C
5'-9"
6' 8" 31 H
29
E
r-5"7-1"
33
32
F
12
3
F
13'
8
5
13 -7 "
6'-5- 6'-10"
5' 6"
237�2
B
10'-3"
28
B
14'-8'
1�"
29
C
21'-6'Y36
33
F
5'
LESS EXP. B
& C
6'-5"
5'
24
7'-6" 7'-7" 27
G
9'-9'
10'-7" 30 G
28
18'-0" 34
13' 6"
22'-1"
31
J
20' 8"35
5'
WHERE SLAB OCCURS. CUBED FOOTING SIZE
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
6'
11'x"
5 -8" 6'-2"
23
B
9'-5"
27
B
12'-1 '
29
E
19'-8"34
F
6'
9'-8" 29
H
16'-0" 33
J
5'-5' 5'-8"
35
24
,
6
9'-0"
28
11'-10"
31
18'-9"36
6'-0" 6' 8" 28
9'-3' 31
7'
9'-8"
5'-0" 5'-0"
23
B
8'-5"
27
C
11'-6'
30
F
18'-2'35
15'-3" 33 J
F
,
J
7,
4'-9• 5'-3'
25
8'-0'
29
B
11'-0'
32
E
16'-8'37
14'-7" 34
1r-10"
8'
8'-6"
4'-9" 5'-2"
24
B
T-10'
27
C
10'-4"
30
F
16'-4"35
8
F
8'
4'-4" 0
25
T-7"
30
9'-10
32
15'-8"37
36
9,
�,_�.
4'-4" 4'-9"
24
B
7'-5"
28
C
9'-9"
31
F
15'-6"36
F
9'
4'-6"
26
6'-10"
30
9'-0"
35
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'
5'-2" 31 H
3'-8" 4'-2'
26
6'-5'
35
30
8'-6'
Y
33
13'-6"38
11'
6' 2"
3'-8" 4'-2"
25
6'-5"
29
8'-6"
31
F
13'-6"
F
11'
11'
TOM CAMPBELL Q ASSOCIATES. INC.
3'-6' 3'-9'
H
26
B
6'-2"
12'-3" 31
31
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
r-9'
32
33
(�
12'-10"
39
RANCHO CUCAMWXiq CA (951) T41.s1 W
L. WO MP
10 M LL 100 MPH
4'-2" 5'_0 32
I
12
5'-8"
3'-6' 3'-11"
11'-8' 33
25
B
6'•2'
35
29
E
T-9
A6
31
F
12'-1
7'-0" 31 H
37
F
12'
J
3'-3" 3' 6'
26
12'
5'-8"
31
7'�"
3'•10 4'-8" 33
33
11'-10
39
13'•9'
35
13'
F-2"
3'-3" 3'-7"
25
C
5'-9"
6' 8" 31 H
29
E
r-5"7-1"
33
32
F
12
3
F
13'
8
3'-7' 4'-3" 33
27
B
5' 6"
31
13' 2"
38
1�"
03/3
40
30#
L. L. 110 MPH - FREESTANDING SOLID COVERS 12' OR
LESS EXP. B
& C
FOOTING SHOWN REPRESENTS LENGTH OF
5'
It THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHALL BE
7'-6" 7'-7" 27
G
FIGURE INDICATES EXPOSURE B
10'-7" 30 G
18'-0" 34
22'-1"
38
J
5'
WHERE SLAB OCCURS. CUBED FOOTING SIZE
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
T-1' r-3" 29
10'-2" 31 H
MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY.
1T-2" 36
SELECTED BEAM.
21'-2'
38
SEE ALTERNATE FOOTING TABLES
6
6'-9' T-0- 27
G
9'-8" 29
H
16'-0" 33
J
20'-2'
35
J
,
6
6'-0" 6' 8" 28
9'-3' 31
15'-9" 35
19' 3'
37
7,
6'-3" 6' 6' 27 G
9'-0" 28 t I
15'-3" 33 J
18'-9"
34
J
7,
6'-1" 6'-2' 28
8' 8' 30
14'-7" 34
1r-10"
36
,
8
8'-0" 6'-1" 28
G
8'-6" 28
H
14'-3" 32 1
1T -T
34
J
8
5'-8' S'-9" 29
8'-1" 30
13'-8" 34 J
16',9"
36
9
5'-7" 5'-9' 28 G
8'-0" 28
H
13'-6" 32 1
16'-7"
33
9
30 H
7'-8" 30
12'-10 33 J
15'-9"
35
`�
NA
5'-1' S'-0' 29 G
T-7' 29
12'-9" 31 I
15'-8'
33
J
10,4'-7"
5'-2" 31 H
r-3' 31 H
12'-3" 33 J
15'-0"
35
Y
11'
TOM CAMPBELL Q ASSOCIATES. INC.
4'-7' 5'-2" 30
H
MFG.
WRALUM PRODUCTS, INC.
T-3" 30 H
12'-3" 31
1
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
15'-0"
32
J
(�
RfVIGED BY:
RANCHO CUCAMWXiq CA (951) T41.s1 W
L. WO MP
10 M LL 100 MPH
4'-2" 5'_0 32
I
SHEET 26 OF 33
T-0" 32 1
11'-8' 33
J
14'4"
35
A6
12'
S'-0" 31
H
7'-0" 31 H
-8" 31
J
J
12'
3'•10 4'-8" 33
J
6'-6' 33 J
11'-2' 33
13'•9'
35
*
C37
13'
4'-0' 4'-8" 31
H
6' 8" 31 H
11'-3" 31
J
13'-9"
33
J
8
3'-7' 4'-3" 33
J
6'-4' 33 J
10'-9" 33
13' 2"
38
03/3
Ile
FOOTNOTE: 'SAMPLE' .
FOOTING SHOWN REPRESENTS LENGTH OF
It 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 IN THIS
WHERE SLAB OCCURS. CUBED FOOTING SIZE
COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE
Ij�"�I FIGURE INDICATES EXPOSURE C
MAY BE REDUCED S' EACH SIDE FOR FREESTANDING ONLY.
SELECTED BEAM.
WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
SEE ALTERNATE FOOTING TABLES
SHT. 10 FOR ATTACHED i FREESTANDING COVERS
DRAWN BY: E.N.
DATE: 10A/lt012
TOM CAMPBELL Q ASSOCIATES. INC.
POST SPACWfi TABLE
LIVE LOAD"YSTEM
/0. ZO i �0 pN
MFG.
WRALUM PRODUCTS, INC.
IAPMO ER,1010.5
sCME: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREF,STANDINO
AND
e2EI ALPINE AVE.. SACRAMENTO. m. I60�e
.
RfVIGED BY:
RANCHO CUCAMWXiq CA (951) T41.s1 W
L. WO MP
10 M LL 100 MPH
110100 a 110 MPH
(ole) 462.70?I FAX IOS161I ."n.oa"wRmm
SHEET 26 OF 33
- � I
,
10# L.L. 90 MPH - ATTACHED OPEN LATTICE COVERS i 12' OR LESS EXP. B & C
i[1111mmoisjLTJ I:�:a�:»�c�r_�. Is] 101[cI•]���■W_rm1[N�K01T/:3IN PAO]AI*Zf-` ::4�:>E:'[��
5'
DRAWN BY: EN.
OATS 10AtllOt2
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 !
27
G
15'-7'
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
UPMO ER9 0196
5 o
—
MAX.COL.
MAX.POST MAX.POST MAX•POST MAX.POST MAX.POST I
MIN. MIN. SPACING SPACING MIN. MIN. M•P�T MIN. MIN.
g E
m
3
SPACING
SPACING FTG. ppgT FTG. SPACING FTG. ppgT FTG. FOR DBL FOR 3' x B' FTG. POST FTG• SPACING FTG. POST FTG. SPACING FTG ppgT FTG• (POST
REVISED
0'-3"
ON SLAB*
(SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) 2 4.5N.G= BEAM (IN.) TYPE (IN•) (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.)* TYPE (IN.) TYPE
15'-7'
14'-3"
5'
13'-7"
10'-3"0,-3"
B
1819 15'-715,-7'
32'-8' 38 K
B 20 10'-5•10'-6. 10'-910.-9'
B
1 23'-23
1 B
23 32'-8"
G
228
C
5,
,
6
B
28
22
B 2123 9,-3. 9' 9"
31 H
20 -2"
B
5 '-8"
29'-10' 37
1
6'
11'-4"
1 14'-314
B
18 2010'-4"
23 29'-129.10'
27
E
6'
27
_g
B
20 3
9'-3' 9 9 "
B 2123 8.7" 911.
• '-1"
19'-0" 33 J
17'-1" 30 H
20
C
26 ,
29
I
25
�,
9,-8'
9'-2'
1 13'-313'-3"
B
1 191-0"9'-0'
2 2T
27
E
7'
12' 4
11'-8"
30
-2'
B
21
8'-T
22 T-8' 8'-2'
B
21
C
26 2T 8'
26
30
27.
G
7'-3' T-9" 26 F
8
8-6 "
8'-9"
20 12'-4'
B
19 1T-1"
24 25'-1
28
F
,
8
7'-3' 7'-9' 27 G
18'-1" 32 I
15'-3" 29 G
g�.g•
B
21 12'-4
24 7'-8" 8'-2'
22 7'-3" 7'-9"
B '-9'
21 1T-1"
C
27 5'-10
B'-8" T-4" 26
G
30
'
9
"
7'-7"
8'-6"
20 11'-8'
B
20 16'-1"
25 24'-4"
29
F
,
9
3'-2' 35
s
w-6-
B
22 11'-8'
27
24 7'-3'
23 6'-8" 7' 4"
B
27
G
21 16'-1'
`. C
27 24'-4"
31
29
10
6 -9 "
8'-2"
21 10'-9"
B
20 15'-3'
25 3'-2'
29
F
,
10
T-7'
28
8'-2"
B
22 10'-9'
20'-4" 32 I
25 6'-8' �'
C 2325 8 -5" 8'-9"
22 15'-5'
E
28 3'-2"
32
29
11'
6'-2"
81-0.
2123 10'2'
B
222 14
26 21'3"21'-3.
29
F
11'
28 G
5'-8" 6'-2' 28 G
8' 0"
B
0,-2'
B 6,-5" 6 -9"
C 2325 6'-0' 8'-5'
30
14'-7'
E
28
2
2'-10' 30 H
12'
5'-8"
T-7"7
2123 9' -9"
B
2 13'-6'
2 28 20'-4'
30
-7'
B
9 -9"
B 6 -0. g,-5"
C 24 5,-8. 8'-2"
3,-0"
22
E
,�"
7
13'
S'-2°
T-4'
2124 9'-5"9'-5"
B
21� 12'-12'10"
26 191-819,-5"
3 33
F
13'
�"
B 6 5'-8" 6'-2"
28
i[1111mmoisjLTJ I:�:a�:»�c�r_�. Is] 101[cI•]���■W_rm1[N�K01T/:3IN PAO]AI*Zf-` ::4�:>E:'[��
5'
DRAWN BY: EN.
OATS 10AtllOt2
10'-3'
27
G
15'-7'
30 77_G
UPMO ER9 0196
10'-6" 10'-9' 27 F
23'-2" 33
J
FREESTANDING
32'-8" 36 J
02N µPINE AVE, SACRA►EHTO. CA Ya626
5'
REVISED
0'-3"
28
YO,t00 a 110 MPH(910)452-7021,
15'-7'
14'-3"
32 I
10'-8' 0'-9" 29 G
3'-2" 35
20'-4" 32 1
32'-8' 38 K
6
9'-8"
'-8'
26
G
29 G
9'-3" 9'-9" 26 F
29'-1 35
J
,
6
28
14'-3'
13'-3"
31 H
9'-3" 9'-9" 28 G
0'-4' 35 J
19'-0" 31 H
29'-10' 37
9'-2"
'-2"
28
G
28 G
8'-7" 9'-1" 26 F
2T-8" 34
J
,
7
27
13'-3"
12' 4'
30 H
8'-7" 9'-1" 27 G
19'-0" 33 J
17'-1" 30 H
2T -e' 37
8.
8'-9"
25
G
28
G
7'-8" 8'-2" 25 F
25'-1 34 J
g,
27
12' 4
11'-8"
30
7'-8' 8'-2' 27 G
17'-1" 32 I
16'-1" 30 H
25'-10 36
91
8'-6"
26
G
27.
G
7'-3' T-9" 26 F
24'-4" 33
J
91
8' 6"
27
11'-8"
10'-9"
29
7'-3' 7'-9' 27 G
18'-1" 32 I
15'-3" 29 G
24' 4' 35
10
26
G
27
G
B'-8" T-4" 26
G
23'-2' 33
J
8'-2"
28
10'-9"
10'-2"
a
6'-8" �' 28
15'-5' 31 I
14'-7" 29 G
3'-2' 35
s
27
G
27
G
6'-5" 6'-9' 2T
G
21'-3' 32 1
29
10'-2'
9'-9'
29
6'-5' 8'-9' 29
14'-T 31 H
28 G
21'-3' 34 J
0�
12
T-7'
28
G
28
G
6'-0" 6'-5' 28
G
20'-4" 32 I
,
12
7'-7'
29
9'-9"
9'-5"
29
6'-w 8'-5' 29
3'-6" 30 H
12'-1 ' 28 G
20'-4" 34 J
=
13'
7,-4"
28
H
28 G
5'-8" 6'-2' 28 G
19'-8' 31 1
,
7'-4"
30
G
9'-5'
30 H
5'-8' 6'-2' 30 H
2'-10' 30 H
19'-8" 33 J
~
1
6CZ
03
LL
FOOTING SHOWN REPRESENTS LENGTH OF THE MAXIMUM COLUMN SPACING ON EXISTING SLAB SHABE FOOTNOTE: 'SAMPLE'
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB. THE SMALLER OF THE MAXIMUM SPACING SHOWN W THIS
WHERE SLAB OCCURS, CUBED FOOTING 89E COLUMN OR THE MAXIMUM POST SPACING SHOWN FOR THE FIGURE INDICATES' EXPOSURE BCj
MAY BE REDUCED W EACH SIDE FOR FREESTANDING ONLY. SELECTED BEAM FIGURE INDICATES IX R
SEE ALTERNATE FOOTING TABLES -
SHT.10 FOR ATTACHED a FREESTANDING COVERS WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B d C.
I
I1//5.,,
7011
DRAWN BY: EN.
OATS 10AtllOt2
TOM CAMPBELL d ASSOCIATES, INC.
LATTICE
POST SPACING TA
LIVE LOAD
t0, 20 a JO
PATIO COVER SYSTEM AS MFG. BY:
DURALUM PRODUCTS, INC.
UPMO ER9 0196
ON
SCALE: HONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
MOR& WINO
02N µPINE AVE, SACRA►EHTO. CA Ya626
REVISED
RANCHO CUCAMONGA. CA (Yat) 741-2107
AND ATTACHED
10 0 LL txl
YO,t00 a 110 MPH(910)452-7021,
FAX 4051619 50 a6dwok a m
SHEET 26 OF 333
I
I1//5.,,
7011
30# L.L. 110 MPH - ATTACHED OPEN LATTICE COVERS 12' OR LESS EXP. B & C
5,
DRAWN eY: EN.
DATE taDtr,ot2
3" SO. 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
11'-3'
30
H
OR 3"x8"BEAM EACH w/ A 3"x8" STL. INSERT
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
8'-1"
°
28
C
MAX.COL.
SPACING
MAX.POST
SPACING
FTG. MIN.
MAX.POST
FTG SPACING
MAX.POST MAX.POST MAX.POST
FTC,, MIN' FTG. SPACING SPACING FTG MIN. POSTFTG SPACING FTG. MIN. FTG. A �G FTG. MIN. FTG MIN.
POST POST POST POST
o
m
J
ON SLAB ♦
(SPAN)
( IN.) YPE
(IN.) (SPAN)
FOR DBL. FOR 3' x S' TYPE
(IN.)- TYPE (IN.) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) (SPAN) (IN.) TYPE (IN.) TYPE
BEAM"
5'
13-7
8'-0"
B
19 11'-3'
B
21 T-10" 7'-5'
30
27
B
19 15'-T
36
33
C
23 23'-7'
23'-6"
27
F
5
5-
6
7'-9` 27
G
.8'-3'
B
21 11--3"
C+
23 7'-10" 7'-5'
29
21 5'-7"
.
I
H
25 23'-7'
6'-3"
29
29
27
G
6
11-4 "
7--9'
20 10'-0"
21 7'-3' 6' 6"
B
20 13'-8"
E
24 20'-8'
27
F
,
6
T-9'
B
21 0'-0'
C
23 T-3' 6'-6'
H
5' s'
4'-11 °
21 3'-8'
6'-10'
28
28
26--.-20--8-130
14'-2'
13'-3"
� 3a
31
J
1
7
9 -8 "
T•2"
20 9'-2"
22 6'-8" 5'-10'
B
20 12'-8"
F
24 19'-3"
28
F
,
9'-0'
8'-6"
7'-2'
B
22 -2"
C
24 6'-8' 5'-10'
6'-6'
29
28
22 2'-8"
13'-3'
12'-T
34
31
26 19'-3"
30
37
8
81-6-
"
6'-9'
21 8'-3'
22 6'-3' 5'-6`
B
20 11'-4"
F
24 18'-0"
28
F
1
8
H
4'-4'
6'-9'
B
23 8'-3'
C
24 6'-3" 5'-0'
12'-T
11'-1 '
33
31
22 1'�"
1 T-7"
27 18'-0"
31
10,
6--1' 29 G
9
7--7-
"
6'�'
21 7'-10'
23 6'-0' 5'-0'
B
21 10'x'
F
25 16'-3'
29
F
9
5'-7'
5'-9"
6'-4"
B
23 -10"
E
25 6-- S'-0"
6'-8°
23 0'�'
5\
27 16'-3'
T-9" 30 H
31
J
1
10
6 -9"
32
21 7'-5"
23 5'-8' 4'-9"
B
21 9'-9'
--9"
F
25 15'-7'
29
F
,
10
I
11'-4"
6'-1'
B
23 --5"
E
25 5' 8' 4'-9'
,
23
5'-7' 31
27 15'-7"
5'-7'
32
J
7'�'
7'-1'
11'
6'-2"
3'-6'
2224 T-1'
2325 5 -2' 4'-5'
C
2123 9'-0'
F
25 14'-9 a
30
F
11
15'-3'
35
, 9'
B
-1.
E
5'-2" 4'-5"
J
-0"
5'-4"
33
7 -9'
T-1'
2
J
12'
V-8"
5 -7'S,-7.
2224 6'-0"6'-6"
23 4' 9 4'-2'
C
2123 8'-78
F
2628 13'-8'3
3
F
12'
B
F
25 4'-9" 4'-2.
-7"
-8"
32
!
13'
6-2"
5x•5'-4"
22 6 -3"
2426 4'-6* 4'-0*
C
22 8-3- '-3"
F
2 13'
•
3 33
F
13'
25 '-3'
4'-6" 4'-0'
24
i
28 13'-1
5,
DRAWN eY: EN.
DATE taDtr,ot2
8--3"
28
G
11'-3'
30
H
7'-0'
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
8'-1"
°
28
G
16'-9'
33
J
LAND ATTACHED
23'-7'
37
J
5,
B'-3'
30
11'-3'
10'-4'
32
30
I
G
6'-3'
7'-0"
T-4"
8'-1
30
27
G
16'-8'
15'-3"
36
33
J
23'-6"
39
K
,
6
6
7'-9` 27
G
21' 6" 36
J
7'-9"
29
10'-3"
9'-7"
31
29
I
H
5--6"
6'-3"
7'-4"
6'-10"
29
27
G
15'-3'
14'-2'
35
32
1
21'-6"
38
K
7'
�,
7'-2" 27 r f G
20'-0' 35
J
7'-2"
29
9'-7'
9'-0'
31
28
H
5' s'
4'-11 °
6'•6'
6'-10'
28
28
G
14'-2'
13'-3"
� 3a
31
J
1
19'-10
37
0
8
6
6'-9' 28
G
18'-8' 34
J
6'-9"
29
9'-0'
8'-6"
30
28
H
4'-9"
4'-11
6'-1"
6'-6'
29
28
G
13'-3'
12'-T
34
31
J
H
18'-8'
37
9'
9'
6-4- 28 G
17'-7' 34
J
30
H
8' 6"
8'-1'
30
29
H
4'-4'
4'-9"
5'-9'
6'-1'
30
29
H
G
12'-T
11'-1 '
33
31
J
H
1 T-7"
36
10,
6--1' 29 G
16'-9' 33
J
6'-1'
31
H
8'-1'
T-8`
31
30
H
4'-1"
4' 4'
5'-7'
5'-9"
31
30
H
H
1'-10"
11'-4'
33
30
J
H
6'-8°
36
5\
11'
T-9" 30 H
J
32
T-4"
32
31
I
3'-9'
4'-1'
5'-3'
S'-6"
32
31
I
11'-4"
32
31
I
H
16'-0"
15'-3'
35
33
,
12
5'-7' 31
5'-7'
33
J
7'�'
7'-1'
33
31
J
H
3'-6'
3'-9'
5'-1'
5'-3'
33
31
J
H
0'-10'
10'-6'
33
31
J
I
15'-3'
35
J
12
13'
5''4- 31 H
14'-8" 32
J
5'-4"
33
J
T-1'
33
J
3'-6'
5'-1"
33
J
10'-6"
33
J
14'-8'
35
NOTE:
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SLAB.
WHERE SLAB OCCURS, CUBED FOOTING SIZE
MAY BE REDUCED 0' EACH SIDE FOR FREESTANDING ONLY.
SEE ALTERNATE FOOTING TABLES
aw 10 FOR ATTACHFn A FRFFVTAAHfNA (YvvpRC
THE MAXIMUM COLUMN SPACING ON EXL4TING 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'
FIGURE INDICATES EXPOSURE B
FIGURE INDICATES EXPOSURE C
WHERE ONLY ONE FIGURE SHOWN INDICATES E)(P. 8 8 C.
DRAWN eY: EN.
DATE taDtr,ot2
TOM CAMPBELL a ASSOCIATES, INC.
POeT ��� TABLE
LIVE LOAD'
to. 20 a 30 pd
'
DURALUM PRODUCTS, INC.
IAPMD ER! 0196
SCALE: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
HORM WUD -
6109 ALPINE AVE., SACRAttENTO, G 96626
REVISED BY:
RANCHO CUCAMONGA. CA (061) 741st.?
LAND ATTACHED
90,100atto MPN
(910)462.7021 FAx 4oS1619 w..t�d,ntumoom
SHEET 30 OF 33
7" I -BEAM W/ (1) "C" SPLICE 12' OR LESS
FREESTANDING & ATTACHED SOLID COVERS
25'-10"
34
90 MPH
100 MPH
110
MPH
25'-0
35
J
25'-1'
32
E
24'-1"
c
FREESTANDING ATTACHED
FREESTANDING
ATTACHED
FREESTANDING
ATTACHED
5
K3
MAXPPOST FTSPACING G. MPOST MSAPXACPIONSGT FTG.
FTG.
33
M ACPI QT FTG.
23'-8"
A*"PPNGT FTG.
TILT
MSAPp�GT FTG.
34
2Z-8"
(IN.) ON.).
PMIN.OST
SPACINGPT
(IN.)
POST
(IN.)
POST
ON')
23'-22,-7.
(IN')
POS
23'-22,-9'
31
(SPAN) TYPE (SPAN)
TYPE
(SPAN)
TYPE
(SPAN)
TYPE
(SPAN).
TYPE
(SPAN)
TYPI
21'
5,
25'-10" 34 J 26'-0' 30
E
25'-0 35
J
25'-1' 32
E
24'-1' 37
J
23'-4' 34
E
24'-9" 36 24'-10" 33
23'-8" 37
22'-8" 34
22'-8' 39
K
20'-T" 35
21'-10'
23'-2Z
3335 J 23'-22,-9" 314F
E
22'-21-8" 3
J
22'- 00'-9" 3335
F
?2'-0"20'-9" 3
J
21 3536
F
F
6,1
7-
F
19'-9"
3637
F
Z
38
21'-0"
18'-10"
I
21'-1"
35
21'-10' 32 1 22'-1' 32
F
21'-1' 34
J
21'-3' 34
36
20'-4" 35
J
19'-9' 3s
F
Z
7,
21'-0' 34 J 21'-1" 35
Q
20'-1" 36
20'-6"
19'•2 36
"
I
19'-2' 37
33
1T-6" 37
19'-9"
Q
6
20'-6' 32 I 20'-T' 33
35
19'-9" 33
19'-1'
19'-1 ' 35
F
19'-1" 35
J
18'-7' 36
F
19'-7" 33 J 19'-9" 35
F
18'-9" 35
J
18'-0" 37
18'-9"
18'-0" 36
18' 4" 38
37
9
19'-4' 31 1 19'-6" 34
F
18'-8' 33
J
18'-9' 36
ff-
F
18'-0" 34
J
1 T-6" 37
F
J
34
18'-6" 33 J 18'-7' 36
18'-8'
1 T-9" 35
J
1 T-0' 38
36
1 r-0' 36
18'-0'
15'-6" 39
J
1 T-6"
37
18'�T-7" 3133 I 18'-6T-0" 3437
F
1 r-8' 3
I
1 T-96
X38
F
1 T-16'-2" 11 X35
J
38
16'-14
F
Z10,
J
38
6'-10' 34
J
-2'
15'-0'
39
-8' O
18'-4"3
17'-6" 30 I 1T 8' 35
F
i6'-10' 32
J
17'-0" 37
F
16'-3' 33
J
15'-10" 38
F
F
1 T-16'-2'
16'-9' 32 J 16'-10' 37
J
16'-1" 34
15'-4" 39
15'x' 35
14'-0" 40
J
T 8'
37
16'-9' 16' 16'-T 3537
3 32 1
F
32�
16'- 15
J
15'-8'4 3739
F
15'-7 3436
J
39
19
F
12'
'-1 " J
�'
-9"
I
4.-9"
35
4" 1
16'-10"
32
13'
16'-2' 30 J 15'-8" 35
F
15' 7" 32
J
15'-1' 37
F
15'-0' 3a
J
14'-7" 40
F
15'-6" 33 15'-0" 38
J
14'-9 35
"
37
14'-2" 40
16'-1'
14'-2' 36
2'-10' 41
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,
!EE!EE
ALTERNATE FOOTING TABLES
,n cno •rr•ruen i eoeear�urvun rM,eoc
FOOTNOTE: 'SAMPLE'
FIGURE INDICATES EXPOSURE B
-a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
EXP. B & C
20# L.L.
I4"
DRAWN BY: E.N.
25'-10"
34
J
26'-0"
30
E
25'-0
35
J
25'-1'
32
E
24'-1"
37
J
23'-4'
34
E
5
24'-9"
36
24'-10'
33
23'-8"
37
22'-8'
34
2Z-8"
39
K
20'-7'
35
23'-22,-7.
X35
J
23'-22,-9'
31
E
22'-21
3536
J
22'-20'-9"
3335
F
22'-0"20'-9•
36
J_
21'
3536
6'
F
$"
8
----j8'-10"
E
21'-10'
32
1
22'-1"
32
F
21'-1'
34
J
21'-3"
34
F
20'-4'
5
J
19'-9"
3637
F
Z
7,
21'-0"
34
J
21'-1"
35
20'-1"
36
19'-2'
36
19'-2'
37
Q
,
8
20'-6"
32
I
20'-7"
33
F
19'-9"
33
J
19'-10'
35
F
19'-1'
35
J
18'-7"
36
F
a
33
J
19'-9"
35
18'-9"
35
18'-0"
37
18'-0"
36
16'x"
38
U)
9'
19'-4'
31
I
19'-6'
34
F
18'-8'
33
J
18'-9'
36
F
18'-0'
34
J
1 T-6"
37
F
F..
18'-6'
33
J
1 B'-7'
36
1 T-9'
35
1 T-0'
38
1 T-0'
36
15'-0'
39
18'-4"3
18'-01
F
1 T
3
I
1 T-96
3638
F
1 T-16'-2'
X35
J
16'14-8"40F
1 �,
J
T 8'
37
6'-10"
34
J
-2"
I
1 T-8"
35
F
16'-10"
32
J
17'-0"
37
16'-3"
33
J
15'-10"
382
F
J
16'-10'
37
16'-1'
34
15'4'39F15'-4"
35
14'-0'40
I
16'-15'-7"
F
16'-2� 5
32
J
15'
3739
F
15'- 4,-9"
3436
J
15'-13
34113'
12'2
J
37
4"
34
14,-9.
-4"
J
15'-8"
35
F
15'-7"
32
15'-1"
37
F
15-0"
3a
J
14'-T
40F
33
15'-0 "
38
14'-9"
35
- "
14 2
40
14'-2"
36
2'-10'
41
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,
!EE!EE
ALTERNATE FOOTING TABLES
,n cno •rr•ruen i eoeear�urvun rM,eoc
FOOTNOTE: 'SAMPLE'
FIGURE INDICATES EXPOSURE B
-a FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 8 C.
EXP. B & C
20# L.L.
I4"
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
POET &'�� TABLE
LINE LOAD •
ATIO COVER SYSTEM AS MFG. BY:
URALUM PRODUCTS, INC.
ER/ 0196
DATE: 1d011201z
SCALIAPMO
: NONE
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREESTANDING
ANDATTACHED
'o, 20 i 30 pd
HORIZ WIND -
m AVE, SACRAMENTO. CA 96828REVIS
[11,1=1
REVLSED BY:
RANCHO CUCAMONGA. CA (961) 741.2107
20fLl 90.110MPH
90,1008IIOMPHSHEET31OF33
FAl(�1619 Arr,.aom
ILOm
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SUB.
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
FOOTNOTE: "SAMPLE' i
FIGURE INDICATES EXPOSURE B
Lr- Imo-' FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C.
my
l � i
i
7" I -BEAM W1(2) "C" SPLICES 12' OR LESS EXP. B & C
FREESTANDING & ATTACHED SOLID COVERS: 20# L.L.
30'-2"- 32
F
n
O MPH
J
29'-2'
OO
MPH
27'-10' 36
K 2T-2' 35
1 O MPH
I
SCALE: NONE
o.
AND ATTAd1ED
FREESTANDING
ATTACHED
2T-7' 39
FREESTANDING
ATTACHED
36
200 LL /0.110 MPH
FREESTANDING ACHED
24 -0 37
"
3
!
SAPOST
2r-6*
T
SP�'SSP
2T- s 33
GPPMIN.
26'-6"25'-2' 36
N
26'
3
MAXPPS
G,
MAX POST
SSPFTG
J 24
F
NG'
POST
SPACING
POT
NG
(TYPE
SSpAGNCS
T
(TYPE
POT
SPACING
(IN.)
POT (,
POT
(SPAN) (IN.)
J
(SPAN) (IN
TYPE
(SPAN)
J
(SPAN)
36
F
(SPAN)
(SPAN)
TYPE
z
7'
24'x' 35
30'-0 35
J
30' 1' 32
F
29'-0' 37
J
29'-2'
34
F
2T-10'1 38 •
2T-2' 35
K
F
23'-9• 33
5
28'-9' 37
F
28'=10" 34
27'-7' 39
37
26 4'
38
21'-6' 38
J
26'=4' 40
24'-0' 37
22'-9" 35
22'-10' 37
2T 34
J
3335
27'-26
F
26'-6"25'-2'
J
26'-B"24'-1'
3
F
25' 3
J 24' 36
F
J
22'-7" 35
6,
26'-3. 6
J
��
37
38
20'-10"i 35
20'-0' 39
J
37
24''-1' 39
K 21'-10' 38
21'-7• 38
20'-r 36
25'-6"24'-4' 3435
19'-8•
25-7-
3436
F
24-7- 3537
J
24'-28"----3"
3638
F
23'
J 23 3
F
F
20'- 9 3435
�'
20'-86
J
4-6'
19'-98 35
-0.
F
221-3.3 39
K 20'-3" 39
I
Q
I[L8
;
'
23'-9' 33
" 7
24'-0' 35
F
23'-0' 35
11'
23'-1"
37
F
22'-2' ; 36
21'-6' 38
J
F
19'-9"
39
22'-9' 35
18'-10" 35
22'-10 37
F
21'-9' 3s
`�
20'-10•
39
'
zo'!to 36
19'-0' 40
1
9
22'-0" 33
J
22'-7' 35
F
21'-8" 34
J
21'-9'
37
F
20'-10- 35
20'-3' 39
J
F
18'
1
�
18'-;_1. 3538
21'-6' 34
F
21'-7" 38
12''
20'-r 38
19'-8•
39
19'-8' 37
17'-10' 41
41
5'-r
21'-20,• 32
J
21' '- 39
F
20'-19'-r 3 35
f
20'-88-0.
3 4o
F
19'-98-6. 3537
J 19'-17,-0. 4
F
Z10,
F
34
20'-r
18'-1" 40
J
1T-2' 36
16'-8'
42
41
18'!6' 38
I
11'
20'-4" 32
J
20'-6" 37
F
19'-r 33
J
19'-9'
39
F
18'-10", 35
18'-4• 40
J
F
19'-6' 33
19'-7• 39
18'-8' 35
1 T-1 o`
41
i T;10 37
161-3• 42
19'6* 3234
J
37
19'- �
F
18 3336
J
181-10'
39
F
18'-11 1 3538
J 1 T-7 4143
F
12'
-8.
8,-s' 40
7'-10.
-1 `
41
17'-1.
1�-7.
13'
18'-9' 32
J
18'-10" 38
F
18'-1" 34
J
18'-2'
40
F
17'-4' i 38
J 1T-0' 42
F
18'_W 34
18'-1' 40
1 T-2" 36
18'-8"
42
.
16'-6 38
15'-0' 43
ILOm
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SUB.
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
FOOTNOTE: "SAMPLE' i
FIGURE INDICATES EXPOSURE B
Lr- Imo-' FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C.
my
5'
30'-1" 35
J
30'-2"- 32
F
29'-0• 37
J
29'-2'
34
F
27'-10' 36
K 2T-2' 35
F
SCALE: NONE
•
28 -9 37
AND ATTAd1ED
28' 10 34
"
8= ALPINE A G /ae2e
2T-7' 39
K
28'-4'
36
200 LL /0.110 MPH
281-4" 40'
24 -0 37
"
2r-6*
J
2T- s 33
F
26'-6"25'-2' 36
26'
3
F
25' 37
J 24
F
6,
'-3' 38
-a'
38
`f
24'-1'
37
24'-1' 39
K 21'-10" 38
25'-6' 34
J
25'-7' 34
F
24'-7" 35
J
24'-8'
36
F
23'-0" 1 37
J 23'-0- 37
F
z
7'
24'x' 35
24' 8" 36
23'-3' 37
22'-3'
3s
22'-3' 39
K 20'-0' 39
Q
8
23'-9• 33
J
24'-O 35
F
23'-0" 35
23'-1 •
37
F
22'-2' 36
21'-6' 38
J
F
CL
22'-9" 35
22'-10' 37
21'-9" 36
`�
0.10-
39
20=10 38
19'-0' 40
9
22'-0' 33
J
22'-7" 35
F
21'-8" 34
J
21'-9"
37
F
20'-10"i 35
20'-0' 39
J
F
34
21'-7• 38
20'-r 36
19'-8•
3s
19'-0• 37
1 T-1 o" 41
1 °,I
21'-20-4. 3234
J
21 t -6" 36
3639
F
20'- 9 3435
J
20'-86
38
F
19'-98 35
'40
J 19'-; 7
F
7.
-g'
0
" 7
-0' 1
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'-8' 33
19'-7" 39
18'-8" 35
17'-10'
41
1 T-10 37
18'-3' 42
19'-0 8'-0. 3234
J
19 - i 3
F
1897'-10' 336
J
18'
3
F
18'-;_1. 3538
J 1 T 4143
F
12''
g,-9" 40
1 T-1.
41
5'-r
13'
18'-9' 32
J
18'-10" 38
F
18'-1' 34
J
18'-2"
40
F
1 r-4" 1 36
1 T-0" 42
J
F
.
18-0 34
18'-1" 40
1T-2' 36
16'-8'
42
18'!6' 38
15'-0" 43
ILOm
FOOTING SHOWN REPRESENTS LENGTH OF
EACH SIDE AND DEPTH OF CUBED FOOTING WITHOUT SUB.
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
FOOTNOTE: "SAMPLE' i
FIGURE INDICATES EXPOSURE B
Lr- Imo-' FIGURE INDICATES EXPOSURE C
ADDITIONAL FOOTNOTE: WHERE ONLY ONE FIGURE SHOWN INDICATES EXP. B 6 C.
my
t
�s
DRAWN BY: E.N.
TOM CAMPBELL 8 ASSOCIATES, INC.
SOLID
Fosr BPACINo TABLE
LIVE LOAD •
PATIO COVER SYSTEM AS MFG. BY:
BY --
IAPMO ERI otea
DATE., t0A1Q012
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
FREf¢TANDOIG
t0, 20 8 30 p f
DURALUM PRODUCTS, INC.
1(916)462-n21
SCALE: NONE
RANCHO CUCJIAWNGA CA (Y61) 711.21 W
AND ATTAd1ED
�H 6YWND
110 MPH
8= ALPINE A G /ae2e
SHEET 32 OF 33
REVISED BY;
200 LL /0.110 MPH
FvBAcaAMENTo,
t
�s
ATTACHMENT DETAIL FOR INSULATED STRUCTURAL SANDWICH PANEL
WIND
DESIGN S.M.S
90 MPH #14 9t 12' O.C.
100 MPH _ #14 ® 10110 MPH #14 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.
\_.,,WALL FASTENERS
SEE TABLE SHEET 9
(AS SHOWN IN THIS
PANEL TO PATIO ENCLOSURE CONN.
#14 S.M.S.
SEE TABLE ABOVE
INSULATED ROOF PANEL
TO APPROVED
BEARING WALL SYSTEM
'UL
OF
OPTIONAL DECORATIVE FASCIA
#14 S.M.S. ( WOOD, ALUM. OR HARDBORD)
SEE TABLE
EXTRUDED
'IR3' GUTTER
INSULATED ROOF PANEL
NON-BEARING WALL pSYSTEM
_ I BEAM HEADER
(AS SHOWN IN THIS REPORT)
EXTRUDED
DRIP EDGE
ALUM.ALLOY
6063-T6
T]PANEL
3.200'
FOR AOR 4.450'
3" O
INSUL. RALLFASTENERS
SEE NOSEE TABLE SHEET 9
3" OR 4.25' HANGER CHANNEL
IN
OPTIONAL RAIN GUTTER \\(% \'Lil I31 1
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 8 ASSOCIATES, INC.
LIVE LOAD =
:
V1PM0 ERS 0195
DATE: 10001=2
COMMERCIAL AND RESIDENTIAL STRUCTURAL ENGINEERING
I
INSULATED ROOD
to, 7D a 70 p1
DURALUM PRODUCTS, INC.
SCALE: NONE
REVISED BY:
RANCHO CUCAMONGA, CA (951)141,2107
PANEL CONNECTIONS
HORIL WIND •
9o, 100 a 110 MPHSHEET
SM ALPINE AVE.. SACRAMENTO. G 95828
(we)4az-lort FAxastat9.abs®auwm.oa„
33 OF 33
TOM CAMPBELL & ASSOCIATES,
Commercial and Residential Structural Engii
5331 Galloway Street, Alta Loma, CA 91
(951)741-2107
July 16, 2013
Project Location:
Varies
Scope
Use of Duralum Products, Inc. 3 -inch by 8 -inch by 0.042 -inch aluminum header reinforced
with a steel 12 ga. modified "C" section on residential and commercial, freestanding and
attached, solid- and lattice -roofed covers manufactured by Duralum Products, Inc.
INC. /---?
Application
Application of the header span tables shown on Sheets 2 through 13, and this cover letter,
must accompany Duralum Products, Inc. IAPMO Evaluation Report No. 0195 at the time of
submission to a jurisdiction having authority for permitting the construction of a NEW
freestanding or attached residential or commercial, solid- or lattice -roofed cover.
Construction of the remaining structural components (lattice, rafters, posts, attachment to
existing structures, lateral -force -resisting system, concrete slab attachment or concrete
footing size and details and type and size of fasteners) MUST be in accordance with the
residential or commercial solid- or lattice -roofed cover requirementsfor freestanding or
attached covers shown in IAPMO Evaluation Report No.0195.
These span tables and accompanying calculations are NOT valid with any other
residential or commercial cover manufacturer and their cover systems.
Design Loads
Roof Dead Load = 1 psf
Roof Live Load = 10, 20 and 30 psf
Wind: 90, 100 and 110 mph; Exposures B and C
Responsibility
We are engaged in providing structural calculations and consultation in relation to the above-
described project. We have no authority insofar as contractor or owner's personnel are
concerned. It is solely the responsibility of the owner and/or contractor to observe all safety
ordinances for protection of personnel. in making use of this document, the contractor/owner
agree to hold our company harmless from all cost of litigation that may arise out'of alleged
damages or injuries associated with the work defined by this document.
The contractor provided all information regarding this project to our company. We did not
make any inspection or investigation of the site. The calculations and details provided in this
document are applicable only if the information provided to us is adequate and reflective of
field conditions. In case of any discrepancies, please contact us immediately.
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