Amerimax Building Products Patio Cover, Carport and - ICC-ES

Transcription

Amerimax Building Products Patio Cover, Carport and - ICC-ES
Amerimax Building Products Patio Cover, Carport and Commercial Structure Engineering 2009 IBC
PAGES
DRAWING
SECTION DESCRIPTION
2 PAGES
GN01-2009
GN02-2009
GENERAL NOTES
2 PAGES
SC01-2009
SC02-2009
SOLID PANEL STRUCTURAL CONFIGURATIONS
ALUMAWOOD STRUCTURAL CONFIGURATIONS
1 PAGE
LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
4 PAGES
LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS
4 PAGES
LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS
3 PAGES
LT01-2009
LT02-2009
LT03-2009
COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES
2 PAGES
SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
10 PAGES
SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS
10 PAGES
SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND COMMERCIAL STRUCTURES IN HIGH WIND AREAS
4 PAGES
NP01-2009
NP02-2009
NP03-2009
NP04-2009
COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS
9 PAGES
CD01-2009
CD02-2009
CD03-2009
CD04-2009
CD05-2009
CD06-2009
CD07-2009
CD08-2009
CD09-2009
COMPONENT PARTS AND CONNECTION DETAILS
7 PAGES
M1-2009
M2-2009
M3-2009
M4-2009
M5-2009
M6-2009
M7-2009
M8-2009
October 11, 2011
MISCELLANEOUS DETAILS
FAN BEAM DETAILS
7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
7.0 FOOTING AND SLAB ATTACHMENT TABLES
7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
7.0 FORCES ON EXISTING STRUCTURES
STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN PROFESSIONALS
CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 2 of 60
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 3 of 60
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 4 of 60
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 5 of 60
LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
0.024"x2"x6.625" Rafter (Multispan)
0.032"x2"x6.625" Rafter (Multispan)
Ground
Rafter Wind Speed and Exposure
Ground
Rafter Wind Speed and Exposure
Snow Load Spacing Exp C
Snow Load Spacing Exp C
(psf)
(in)
90
100
105
110
(psf)
(in)
90
100
105
110
10
24"
7'-4''
7'-4'' 6'-10'' 6'-4''
10
24"
10'-11'' 10'-11'' 10'-11'' 10'-8''
LIVE
20"
8'-5''
8'-4''
7'-9''
7'-3''
LIVE
20"
12'-3'' 12'-3'' 12'-3'' 11'-10''
16"
9'-9''
9'-8''
9'-0''
8'-5''
16"
14'-1'' 14'-1'' 14'-1'' 13'-4''
12"
11'-9'' 11'-6'' 10'-9'' 10'-1''
12"
16'-8'' 16'-8'' 16'-3'' 15'-5''
20
24"
4'-4''
4'-4''
4'-4''
4'-4''
20
24"
6'-8''
6'-8''
6'-8''
6'-8''
LIVE
20"
5'-0''
5'-0''
5'-0''
5'-0''
LIVE
20"
7'-8''
7'-8''
7'-8''
7'-8''
16"
5'-11'' 5'-11'' 5'-11'' 5'-11''
16"
9'-0''
9'-0''
9'-0''
9'-0''
12"
7'-4''
7'-4''
7'-4''
7'-4''
12"
10'-11'' 10'-11'' 10'-11'' 10'-11''
25
24"
4'-2''
4'-2''
4'-2''
4'-2''
25
24"
6'-5''
6'-5''
6'-5''
6'-5''
20"
4'-10'' 4'-10'' 4'-10'' 4'-10''
20"
7'-5''
7'-5''
7'-5''
7'-5''
16"
5'-9''
5'-9''
5'-9''
5'-9''
16"
8'-8''
8'-8''
8'-8''
8'-8''
12"
7'-1''
7'-1''
7'-1''
7'-1''
12"
10'-7'' 10'-7'' 10'-7'' 10'-7''
30
24"
3'-7''
3'-7''
3'-7''
3'-7''
30
24"
5'-7''
5'-7''
5'-7''
5'-7''
20"
4'-2''
4'-2''
4'-2''
4'-2''
20"
6'-5''
6'-5''
6'-5''
6'-5''
16"
5'-0''
5'-0''
5'-0''
5'-0''
16"
7'-8''
7'-8''
7'-8''
7'-8''
12"
6'-3''
6'-3''
6'-3''
6'-3''
12"
9'-4''
9'-4''
9'-4''
9'-4''
40
24"
2'-9''
2'-9''
2'-9''
2'-9''
40
24"
4'-5''
4'-5''
4'-5''
4'-5''
20"
3'-3''
3'-3''
3'-3''
3'-3''
20"
5'-2''
5'-2''
5'-2''
5'-2''
16"
3'-11'' 3'-11'' 3'-11'' 3'-11''
16"
6'-2''
6'-2''
6'-2''
6'-2''
12"
5'-0''
5'-0''
5'-0''
5'-0''
12"
7'-8''
7'-8''
7'-8''
7'-8''
60
24"
1'-11'' 1'-11'' 1'-11'' 1'-11''
60
24"
3'-1''
3'-1''
3'-1''
3'-1''
20"
2'-3''
2'-3''
2'-3''
2'-3''
20"
3'-8''
3'-8''
3'-8''
3'-8''
16"
2'-9''
2'-9''
2'-9''
2'-9''
16"
4'-5''
4'-5''
4'-5''
4'-5''
12"
3'-7''
3'-7''
3'-7''
3'-7''
12"
5'-7''
5'-7''
5'-7''
5'-7''
TABLE 1.1
TABLE 1.2
SINGLE SPAN TABLES
0.024"x2"x6.625" Rafter (Single Span)
Ground
Rafter Wind Speed and Exposure
Snow Load Spacing Exp C
(psf)
(in)
90
100
105
110
10
24"
8'-8''
7'-5'' 6'-10'' 6'-4''
LIVE
20"
9'-9''
8'-4''
7'-9''
7'-3''
16"
11'-2'' 9'-8''
9'-0''
8'-5''
12"
13'-2'' 11'-6'' 10'-9'' 10'-1''
20
24"
5'-2''
5'-2''
5'-2''
5'-2''
LIVE
20"
6'-2''
6'-2''
6'-2''
6'-2''
16"
7'-8''
7'-8''
7'-8''
7'-8''
12"
10'-2'' 10'-2'' 10'-2'' 10'-1''
25
24"
4'-11'' 4'-11'' 4'-11'' 4'-11''
20"
5'-10'' 5'-10'' 5'-10'' 5'-10''
16"
7'-4''
7'-4''
7'-4''
7'-4''
12"
9'-9''
9'-9''
9'-9''
9'-9''
30
24"
4'-1''
4'-1''
4'-1''
4'-1''
20"
4'-11'' 4'-11'' 4'-11'' 4'-11''
16"
6'-1''
6'-1''
6'-1''
6'-1''
12"
8'-1''
8'-1''
8'-1''
8'-1''
40
24"
3'-1''
3'-1''
3'-1''
3'-1''
20"
3'-8''
3'-8''
3'-8''
3'-8''
16"
4'-7''
4'-7''
4'-7''
4'-7''
12"
6'-1''
6'-1''
6'-1''
6'-1''
60
24"
2'-0''
2'-0''
2'-0''
2'-0''
20"
2'-5''
2'-5''
2'-5''
2'-5''
16"
3'-1''
3'-1''
3'-1''
3'-1''
12"
4'-1''
4'-1''
4'-1''
4'-1''
TABLE 1.6
0.032"x2"x6.625" Rafter (Single Span)
Ground
Rafter Wind Speed and Exposure
Snow Load Spacing Exp C
(psf)
(in)
90
100
105
110
10
24"
13'-7'' 12'-0'' 11'-4'' 10'-8''
LIVE
20"
15'-0'' 13'-3'' 12'-6'' 11'-10''
16"
16'-10'' 14'-11'' 14'-1'' 13'-4''
12"
19'-5'' 17'-3'' 16'-3'' 15'-5''
20
24"
8'-10'' 8'-10'' 8'-10'' 8'-10''
LIVE
20"
10'-6'' 10'-6'' 10'-6'' 10'-6''
16"
12'-3'' 12'-3'' 12'-3'' 12'-3''
12"
14'-1'' 14'-1'' 14'-1'' 14'-1''
25
24"
8'-5''
8'-5''
8'-5''
8'-5''
20"
10'-1'' 10'-1'' 10'-1'' 10'-1''
16"
11'-11'' 11'-11'' 11'-11'' 11'-11''
12"
13'-9'' 13'-9'' 13'-9'' 13'-9''
30
24"
7'-0''
7'-0''
7'-0''
7'-0''
20"
8'-5''
8'-5''
8'-5''
8'-5''
16"
10'-6'' 10'-6'' 10'-6'' 10'-6''
12"
12'-7'' 12'-7'' 12'-7'' 12'-7''
40
24"
5'-3''
5'-3''
5'-3''
5'-3''
20"
6'-4''
6'-4''
6'-4''
6'-4''
16"
7'-10'' 7'-10'' 7'-10'' 7'-10''
12"
10'-6'' 10'-6'' 10'-6'' 10'-6''
60
24"
3'-6''
3'-6''
3'-6''
3'-6''
20"
4'-2''
4'-2''
4'-2''
4'-2''
16"
5'-3''
5'-3''
5'-3''
5'-3''
12"
7'-0''
7'-0''
7'-0''
7'-0''
TABLE 1.7
ICC ESR 1398 (2009 IBC) 10/11/2011
0.040"x2"x6.625" Rafter (Multispan)
Ground
Rafter Wind Speed and Exposure
Snow Load Spacing Exp C
(psf)
(in)
90
100
105
110
10
24"
14'-6'' 14'-6'' 14'-6'' 14'-5''
LIVE
20"
16'-2'' 16'-2'' 16'-2'' 15'-10''
16"
18'-5'' 18'-5'' 18'-5'' 17'-8''
12"
21'-7'' 21'-2'' 20'-5'' 19'-10''
20
24"
9'-2''
9'-2''
9'-2''
9'-2''
LIVE
20"
10'-5'' 10'-5'' 10'-5'' 10'-5''
16"
12'-1'' 12'-1'' 12'-1'' 12'-1''
12"
14'-6'' 14'-6'' 14'-6'' 14'-6''
25
24"
8'-11'' 8'-11'' 8'-11'' 8'-11''
20"
10'-1'' 10'-1'' 10'-1'' 10'-1''
16"
11'-9'' 11'-9'' 11'-9'' 11'-9''
12"
14'-1'' 14'-1'' 14'-1'' 14'-1''
30
24"
7'-9''
7'-9''
7'-9''
7'-9''
20"
8'-11'' 8'-11'' 8'-11'' 8'-11''
16"
10'-4'' 10'-4'' 10'-4'' 10'-4''
12"
12'-6'' 12'-6'' 12'-6'' 12'-6''
40
24"
6'-3''
6'-3''
6'-3''
6'-3''
20"
7'-2''
7'-2''
7'-2''
7'-2''
16"
8'-6''
8'-6''
8'-6''
8'-6''
12"
10'-4'' 10'-4'' 10'-4'' 10'-4''
60
24"
4'-6''
4'-6''
4'-6''
4'-6''
20"
5'-3''
5'-3''
5'-3''
5'-3''
16"
6'-3''
6'-3''
6'-3''
6'-3''
12"
7'-9''
7'-9''
7'-9''
7'-9''
TABLE 1.3
0.042"x3"x8" Rafter (Multispan)
Ground
Rafter Wind Speed and Exposure
Snow Load Spacing Exp C
(psf)
(in)
90
100
105
110
10
36"
12'-6'' 12'-6'' 12'-6'' 12'-6''
LIVE
32"
13'-6'' 13'-6'' 13'-6'' 13'-6''
24"
16'-2'' 16'-2'' 16'-2'' 15'-10''
16"
20'-7'' 20'-7'' 20'-5'' 19'-4''
20
36"
7'-7''
7'-7''
7'-7''
7'-7''
LIVE
32"
8'-4''
8'-4''
8'-4''
8'-4''
24"
10'-3'' 10'-3'' 10'-3'' 10'-3''
16"
13'-6'' 13'-6'' 13'-6'' 13'-6''
25
36"
7'-4''
7'-4''
7'-4''
7'-4''
32"
8'-0''
8'-0''
8'-0''
8'-0''
24"
9'-11'' 9'-11'' 9'-11'' 9'-11''
16"
13'-1'' 13'-1'' 13'-1'' 13'-1''
30
36"
6'-4''
6'-4''
6'-4''
6'-4''
32"
6'-11'' 6'-11'' 6'-11'' 6'-11''
24"
8'-8''
8'-8''
8'-8''
8'-8''
16"
11'-7'' 11'-7'' 11'-7'' 11'-7''
40
36"
5'-0''
5'-0''
5'-0''
5'-0''
32"
5'-6''
5'-6''
5'-6''
5'-6''
24"
6'-11'' 6'-11'' 6'-11'' 6'-11''
16"
9'-5''
9'-5''
9'-5''
9'-5''
60
36"
3'-6''
3'-6''
3'-6''
3'-6''
32"
3'-11'' 3'-11'' 3'-11'' 3'-11''
24"
5'-0''
5'-0''
5'-0''
5'-0''
16"
6'-11'' 6'-11'' 6'-11'' 6'-11''
TABLE 1.4
NOTE: RAFTERS MAY OVERHANG 25% OF THEIR CLEARSPAN
0.040"x2"x6.625" Rafter (Single Span)
Ground
Rafter Wind Speed and Exposure
Snow Load Spacing Exp C
(psf)
(in)
90
100
105
110
10
24"
17'-9'' 16'-0'' 15'-2'' 14'-5''
LIVE
20"
19'-1'' 17'-7'' 16'-8'' 15'-10''
16"
20'-6'' 19'-5'' 18'-7'' 17'-8''
12"
22'-7'' 21'-2'' 20'-5'' 19'-10''
20
24"
12'-8'' 12'-8'' 12'-8'' 12'-8''
LIVE
20"
13'-10'' 13'-10'' 13'-10'' 13'-10''
16"
15'-5'' 15'-5'' 15'-5'' 15'-5''
12"
17'-9'' 17'-9'' 17'-9'' 17'-9''
25
24"
12'-4'' 12'-4'' 12'-4'' 12'-4''
20"
13'-6'' 13'-6'' 13'-6'' 13'-6''
16"
15'-1'' 15'-1'' 15'-1'' 15'-1''
12"
17'-4'' 17'-4'' 17'-4'' 17'-4''
30
24"
10'-7'' 10'-7'' 10'-7'' 10'-7''
20"
12'-4'' 12'-4'' 12'-4'' 12'-4''
16"
13'-9'' 13'-9'' 13'-9'' 13'-9''
12"
15'-10'' 15'-10'' 15'-10'' 15'-10''
40
24"
7'-11'' 7'-11'' 7'-11'' 7'-11''
20"
9'-6''
9'-6''
9'-6''
9'-6''
16"
11'-10'' 11'-10'' 11'-10'' 11'-10''
12"
13'-9'' 13'-9'' 13'-9'' 13'-9''
60
24"
5'-4''
5'-4''
5'-4''
5'-4''
20"
6'-4''
6'-4''
6'-4''
6'-4''
16"
7'-11'' 7'-11'' 7'-11'' 7'-11''
12"
10'-7'' 10'-7'' 10'-7'' 10'-7''
TABLE 1.8
Page 6 of 60
0.042"x3"x8" Rafter (Single Span)
Ground
Rafter Wind Speed and Exposure
Snow Load Spacing Exp C
(psf)
(in)
90
100
105
110
10
36"
16'-2'' 14'-4'' 13'-6'' 12'-9''
LIVE
32"
17'-2'' 15'-3'' 14'-5'' 13'-7''
24"
19'-11'' 17'-8'' 16'-9'' 15'-10''
16"
24'-2'' 21'-7'' 20'-5'' 19'-4''
20
36"
9'-8''
9'-8''
9'-8''
9'-8''
LIVE
32"
10'-10'' 10'-10'' 10'-10'' 10'-10''
24"
14'-4'' 14'-4'' 14'-4'' 14'-4''
16"
17'-5'' 17'-5'' 17'-5'' 17'-5''
25
36"
9'-3''
9'-3''
9'-3''
9'-3''
32"
10'-4'' 10'-4'' 10'-4'' 10'-4''
24"
13'-9'' 13'-9'' 13'-9'' 13'-9''
16"
17'-0'' 17'-0'' 17'-0'' 17'-0''
30
36"
7'-8''
7'-8''
7'-8''
7'-8''
32"
8'-8''
8'-8''
8'-8''
8'-8''
24"
11'-6'' 11'-6'' 11'-6'' 11'-6''
16"
15'-7'' 15'-7'' 15'-7'' 15'-7''
40
36"
5'-9''
5'-9''
5'-9''
5'-9''
32"
6'-6''
6'-6''
6'-6''
6'-6''
24"
8'-8''
8'-8''
8'-8''
8'-8''
16"
12'-11'' 12'-11'' 12'-11'' 12'-11''
60
36"
3'-10'' 3'-10'' 3'-10'' 3'-10''
32"
4'-4''
4'-4''
4'-4''
4'-4''
24"
5'-9''
5'-9''
5'-9''
5'-9''
16"
8'-8''
8'-8''
8'-8''
8'-8''
TABLE 1.9
3"x3" Rafter @6" o/c (Multispan or Single)
Ground
Rafter
Wind Speed and Exposure
Snow Load Gauge
Exposure C
(psf)
(in)
100
110
120
130
10
0.024" 12'-7'' 12'-3'' 11'-2'' 10'-3''
LIVE
0.040" 16'-6'' 16'-6'' 16'-3'' 15'-4''
20
0.024"
8'-7''
8'-7''
8'-7''
8'-7''
LIVE
0.040" 13'-1'' 13'-1'' 13'-1'' 13'-1''
25
0.024"
8'-5''
8'-5''
8'-5''
8'-5''
0.040" 12'-10'' 12'-10'' 12'-10'' 12'-10''
30
0.024"
7'-6''
7'-6''
7'-6''
7'-6''
0.040" 12'-0'' 12'-0'' 12'-0'' 12'-0''
40
0.024"
6'-4''
6'-4''
6'-4''
6'-4''
0.040" 10'-3'' 10'-3'' 10'-3'' 10'-3''
60
0.024" 4'-11'' 4'-11'' 4'-11'' 4'-11''
0.040"
8'-1''
8'-1''
8'-1''
8'-1''
TABLE 1.5
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
carlputnam@comcast.net
RAFTERS O/C SPACING MAY BE DOUBLED IF THE
RAFTERS ARE DOUBLED UP TO 48" O/C
SINGLE SPAN TABLES
LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS
0.042"x3"x8" Box Beam (Detail L1)
Double 0.042"x3"x8" (Detail L12)
TABLE 2.1
Attached Single Freestanding or
Attached Single Freestanding or
Span Structure
Multispan Units
Span Structure Multispan Units
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
SPACING
FOR
ON SLAB
(FT)
SLAB
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(PSF)
30
MIN
SPACING POST
FOOTER
SIZE
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN FOOTER
CONSTRAINED FOOTER SPACING POST
SIZE
8'
10'
12'
CONSTRAINED FOOTER
MAX
TABLE 2.1
GROUND
(PSF)
MAX POST LENGTH
Double 0.040"x2"x6.625" (Detail L12)
Attached Freestanding or
Structure Multispan Units
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
SIZE
8'
10'
12'
CONSTRAINED FOOTER
GROUND
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
90 MPH EXPOSURE B
3
22'-8''
A
13'-6''
A
18
23
25
26
20'-10''
A
21
25
27
28
18'-8''
A
20
24
25
27
LIVE
3.5
19'-5''
A
12'-4''
A
18
23
24
25
19'-3''
A
21
25
26
28
17'-3''
A
20
23
25
26
SLAB
(FT)
TYPE
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
Double 0.040"x2"x6.625" (Detail L12)
Attached Single Freestanding or
Span Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
TYPE
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
3
8'-0''
A
7'-10''
A
15
21
22
23
13'-1''
C
18
23
24
26
11'-10''
C
17
22
23
24
3.5
6'-10''
A
7'-0''
B
15
20
22
23
12'-0''
C
18
22
24
25
10'-10''
C
17
21
23
24
4
17'-0''
A
11'-4''
A
18
22
24
25
18'-0''
B
22
25
26
27
16'-1''
A
21
23
24
26
4
6'-0''
A
6'-5''
B
15
20
21
22
11'-1''
C
18
22
24
25
10'-1''
C
18
21
22
24
4.5
15'-1''
A
10'-7''
A
19
22
23
25
16'-11''
B
22
24
26
27
15'-2''
B
21
23
24
25
4.5
5'-4''
A
5'-10''
B
15
19
21
22
10'-3''
C
19
22
23
24
9'-5''
C
18
21
22
23
A
9'-11''
4'-10''
A
5'-5''
B
16
19
21
22
9'-8''
C
19
21
23
24
8'-10''
C
18
20
22
23
5
25
5
5.5
12'-4''
A
9'-4''
A
19
21
23
24
15'-2''
B
23
24
25
26
13'-8''
B
22
22
24
25
5.5
4'-4''
A
5'-0''
B
16
19
20
22
9'-1''
C
19
21
23
24
8'-4''
C
19
20
21
23
6
11'-4''
13'-7''
A
8'-9''
A
A
19
19
21
22
22
23
24
24
14'-5''
16'-0''
B
B
23
22
23
24
25
25
26
27
13'-0''
14'-4''
B
B
22
21
22
22
23
24
25
6
4'-0''
A
4'-9''
B
16
19
20
21
8'-7''
C
19
21
22
24
7'-11''
C
19
20
21
23
6.5
10'-5''
A
8'-4''
A
20
21
22
24
13'-10''
B
23
23
25
26
12'-5''
B
22
22
23
24
6.5
3'-8''
A
4'-4''
B
16
18
20
21
8'-1''
C
19
21
22
23
7'-6''
C
19
20
21
22
7
9'-8''
A
7'-11''
A
20
21
22
23
13'-3''
C
23
23
24
26
11'-11''
B
23
23
23
24
7
3'-5''
A
4'-0''
B
16
18
20
21
7'-9''
C
20
21
22
23
7'-2''
C
19
20
21
22
7.5
9'-1''
A
7'-7''
A
20
20
22
23
12'-9''
C
24
24
24
26
11'-6''
B
23
23
23
24
7.5
3'-2''
A
3'-9''
B
16
18
20
21
7'-4''
C
20
20
22
23
6'-10''
C
19
19
21
22
8
8'-6''
A
7'-3''
A
20
20
22
23
12'-3''
C
24
24
24
25
11'-1''
B
23
23
23
24
8
3'-0''
A
3'-6''
B
16
19
20
21
7'-0''
C
20
20
22
23
6'-7''
C
19
19
21
22
8.5
8'-0''
A
6'-11''
A
20
20
22
23
11'-10''
C
24
24
24
25
10'-9''
B
23
23
23
24
8.5
2'-10''
A
3'-4''
B
16
19
20
21
6'-9''
D
20
20
21
23
6'-4''
C
20
20
20
22
9
9.5
7'-6''
7'-2''
A
A
6'-8''
6'-5''
A
A
20
20
20
20
21
21
23
22
11'-5''
11'-1''
C
C
24
24
24
24
24
24
25
25
10'-5''
10'-1''
C
C
23
24
23
24
23
24
24
24
9
9.5
2'-8''
2'-6''
A
A
3'-2''
3'-0''
B
B
16
16
19
19
20
21
22
22
6'-6''
6'-3''
D
D
20
20
20
20
21
21
22
22
6'-1''
5'-10''
C
C
20
20
20
20
20
21
22
22
10
6'-9''
A
6'-2''
A
20
20
21
22
10'-9''
C
25
25
25
25
9'-9''
C
24
24
24
24
11
6'-2''
A
5'-9''
A
21
21
21
22
10'-1''
C
25
25
25
25
9'-3''
C
24
24
24
24
12
13
5'-8''
5'-2''
A
A
5'-5''
5'-1''
A
A
21
21
21
21
22
22
23
23
9'-7''
9'-1''
C
C
25
25
25
25
25
25
25
25
8'-9''
8'-4''
C
C
24
25
24
25
24
25
24
25
4.5
A
13'-6''
A
20
25
27
28
20'-4''
A
23
28
29
31
18'-2''
A
22
26
27
29
5
30
16'-10''
28
5.5
4'-4''
90 MPH EXPOSURE C
30
90 MPH EXPOSURE C
LIVE
MAX POST LENGTH
MIN FOOTER
SPACING FOR SPACING POST
ON SLAB
(FT)
Double 0.042"x3"x8" (Detail L12)
Attached Single Freestanding or
Span Structure Multispan Units
90 MPH EXPOSURE B
10
10
0.042"x3"x8" Box Beam (Detail L1)
Attached Single Freestanding or
Span Structure Multispan Units
3
3.5
22'-8''
19'-5''
A
12'-4''
A
20
25
26
28
18'-9''
A
23
27
29
A
23
25
27
3
8'-0''
A
7'-10''
A
17
22
24
25
13'-1''
C
20
25
27
28
11'-10''
C
19
23
25
26
3.5
4
6'-10''
6'-0''
A
A
7'-0''
6'-5''
B
B
17
17
22
22
23
23
25
24
12'-0''
11'-1''
C
C
20
21
25
24
26
26
27
27
10'-10''
10'-1''
C
C
20
20
23
23
25
24
26
26
5'-4''
A
5'-10''
B
17
21
23
24
10'-3''
C
21
24
25
27
9'-5''
C
20
22
24
25
4'-10''
A
5'-5''
B
17
21
22
24
9'-8''
C
21
23
25
26
8'-10''
C
21
22
24
25
A
5'-0''
B
18
21
22
23
9'-1''
C
21
23
25
C
21
22
23
25
26
8'-4''
4
17'-0''
A
11'-4''
A
21
24
26
27
17'-6''
B
24
27
28
30
15'-8''
A
23
25
27
28
6
4'-0''
A
4'-9''
B
18
20
22
23
8'-7''
C
22
23
24
26
7'-11''
C
21
22
23
25
4.5
15'-1''
A
10'-7''
A
21
24
25
27
16'-5''
B
24
26
28
29
14'-9''
A
24
25
26
28
6.5
3'-8''
A
4'-4''
B
18
20
22
23
8'-1''
C
22
23
24
26
7'-6''
C
21
21
23
24
24
5
13'-7''
A
9'-11''
A
21
24
25
26
15'-6''
B
25
26
28
29
13'-11''
B
24
24
26
27
7
3'-5''
A
4'-0''
B
18
20
21
23
7'-9''
C
22
22
24
25
7'-2''
C
21
21
23
5.5
12'-4''
A
9'-4''
A
22
23
25
26
14'-9''
B
25
26
27
29
13'-3''
B
24
24
26
27
7.5
3'-2''
A
3'-9''
B
18
20
22
23
7'-4''
C
22
22
24
25
6'-10''
C
22
22
23
24
6
11'-4''
A
8'-9''
A
22
23
25
26
14'-0''
B
25
25
27
28
12'-8''
B
25
25
25
27
8
3'-0''
A
3'-6''
B
18
20
22
23
7'-0''
C
22
22
23
25
6'-7''
C
22
22
22
24
6.5
10'-5''
8.5
2'-10''
A
8'-4''
26
13'-5''
6'-4''
C
22
22
22
24
7
9'-8''
A
7'-11''
A
22
23
24
25
12'-10''
B
26
26
26
28
11'-7''
B
25
25
25
26
9
2'-8''
A
3'-2''
B
18
21
22
24
6'-6''
D
23
23
23
24
6'-1''
C
22
22
22
24
7.5
9'-1''
A
7'-7''
A
A
22
22
22
23
24
24
25
12'-4''
C
B
26
26
26
26
26
27
28
28
11'-2''
12'-1''
B
B
25
25
25
25
25
25
26
27
9.5
2'-6''
A
3'-0''
B
18
21
22
24
6'-3''
D
23
23
23
24
5'-10''
C
22
22
22
24
8
8'-6''
A
7'-3''
A
23
23
24
25
11'-11''
C
27
27
27
27
10'-9''
B
26
26
26
26
8.5
8'-0''
A
6'-11''
A
23
23
23
25
11'-6''
C
27
27
27
27
10'-5''
B
26
26
26
26
9
7'-6''
A
6'-8''
A
23
23
23
25
11'-1''
C
27
27
27
27
10'-1''
B
26
26
26
26
A
3'-4''
B
18
21
22
23
6'-9''
D
22
22
23
25
90 MPH EXPOSURE C
40
3
6'-1''
A
6'-5''
B
16
22
23
24
11'-1''
C
19
24
26
27
10'-1''
C
18
23
24
26
3.5
5'-2''
A
5'-9''
B
16
21
23
24
10'-1''
C
19
24
25
27
9'-3''
C
19
22
24
25
25
9.5
7'-2''
A
6'-5''
A
23
23
23
24
10'-9''
C
27
27
27
27
9'-9''
C
26
26
26
26
4
4'-6''
A
5'-2''
B
16
21
22
24
9'-4''
C
19
23
25
26
8'-6''
C
19
22
24
10
6'-9''
A
6'-2''
A
23
23
23
24
10'-5''
C
27
27
27
27
9'-6''
C
27
27
27
27
4.5
4'-0''
A
4'-9''
B
16
20
22
23
8'-7''
C
20
23
24
26
7'-11''
C
19
22
23
25
11
6'-2''
A
5'-9''
A
23
23
23
24
9'-10''
C
28
28
28
28
9'-0''
C
27
27
27
27
5
3'-7''
A
4'-3''
B
16
20
22
23
8'-0''
C
20
23
24
25
7'-5''
C
19
21
23
24
12
13
5'-8''
5'-2''
A
A
5'-5''
5'-1''
A
A
23
24
23
24
23
24
25
25
9'-3''
8'-10''
C
C
28
28
28
28
28
28
28
28
8'-6''
8'-1''
C
C
27
27
27
27
27
27
27
27
5.5
6
3'-3''
3'-0''
A
A
3'-11''
3'-7''
B
B
16
16
20
19
21
21
23
22
7'-6''
7'-1''
C
C
20
20
22
22
24
24
25
25
7'-0''
6'-7''
C
C
20
20
21
21
23
22
24
24
6.5
2'-9''
A
3'-3''
B
16
20
21
22
6'-8''
D
20
22
23
25
6'-3''
C
20
21
22
24
25
7
2'-7''
A
3'-1''
B
16
20
21
23
6'-4''
D
21
22
23
24
5'-11''
C
20
21
22
23
90 MPH EXPOSURE B
20
3
11'-10''
A
9'-1''
A
16
21
23
24
14'-10''
B
18
24
25
26
13'-4''
B
18
22
24
LIVE
3.5
10'-2''
A
8'-2''
A
16
21
22
23
13'-7''
B
19
23
25
26
12'-3''
B
18
22
23
24
7.5
2'-5''
A
2'-10''
B
16
20
22
23
6'-0''
D
21
21
23
24
5'-8''
C
20
20
22
23
4
8'-11''
A
7'-6''
A
16
20
22
23
12'-7''
C
19
23
24
25
11'-5''
B
18
21
23
24
8
2'-3''
A
2'-8''
B
16
20
22
23
5'-9''
D
21
21
23
24
5'-5''
D
20
20
22
23
4.5
5
7'-11''
7'-1''
A
A
6'-11''
6'-5''
A
A
16
16
20
20
21
21
23
22
11'-9''
11'-0''
C
C
19
20
22
22
24
24
25
25
10'-8''
10'-0''
B
C
19
19
21
21
23
22
24
23
8.5
9
2'-1''
2'-0''
A
A
2'-6''
2'-4''
B
B
16
16
21
21
22
22
23
24
5'-6''
5'-3''
D
D
21
21
21
21
22
22
24
24
5'-2''
5'-0''
D
D
21
21
21
21
22
22
23
24
5.5
6'-5''
A
5'-11''
A
17
20
21
22
10'-5''
C
20
22
23
25
9'-6''
C
19
21
22
23
6
5'-11''
A
5'-7''
A
17
19
21
22
9'-10''
C
20
22
23
24
9'-0''
C
20
20
22
23
22
11'-1''
6.5
5'-5''
A
5'-3''
A
17
19
20
22
9'-5''
C
20
21
23
24
8'-7''
C
20
20
22
23
90 MPH EXPOSURE B
3.5
5'-2''
A
5'-9''
B
14
19
21
22
10'-1''
C
17
22
23
24
7
5'-1''
A
5'-0''
A
17
19
20
22
8'-11''
C
21
21
23
24
8'-3''
C
20
20
21
23
4
4'-6''
A
5'-2''
B
14
19
20
22
9'-4''
C
17
21
23
24
40
3
6'-1''
A
6'-5''
B
14
20
21
C
17
22
24
25
7.5
4'-9''
A
4'-8''
A
17
19
20
21
8'-7''
C
21
21
22
24
7'-10''
C
20
20
21
23
4.5
4'-0''
A
4'-9''
B
14
19
20
21
8'-7''
C
18
21
22
24
8
4'-5''
A
4'-5''
A
17
19
20
21
8'-2''
C
21
21
22
23
7'-7''
C
20
20
21
22
5
3'-7''
A
4'-3''
B
14
18
20
21
8'-0''
C
18
21
22
23
8.5
4'-2''
A
4'-2''
A
17
19
20
21
7'-10''
C
21
21
22
23
7'-3''
C
20
20
21
22
5.5
3'-3''
A
3'-11''
B
14
18
19
21
7'-6''
C
18
20
22
23
9
3'-11''
A
3'-11''
A
17
19
20
22
7'-7''
C
21
21
22
23
7'-0''
C
21
21
21
22
6
3'-0''
A
3'-7''
B
14
18
19
20
7'-1''
C
18
20
22
23
6.5
2'-9''
A
3'-3''
B
14
18
19
21
6'-8''
D
18
20
21
23
9.5
3'-9''
A
3'-9''
A
17
19
21
22
7'-3''
C
21
21
22
23
6'-9''
C
21
21
21
22
10
3'-6''
A
3'-6''
A
17
19
21
22
7'-0''
C
21
21
22
23
6'-7''
C
21
21
21
22
7
2'-7''
A
3'-1''
B
14
18
20
21
6'-4''
D
18
20
21
22
11
3'-2''
A
3'-2''
A
17
20
21
22
6'-7''
C
22
22
22
23
6'-2''
C
21
21
21
22
7.5
2'-5''
A
2'-10''
B
14
18
20
21
6'-0''
D
18
20
21
22
12
13
2'-11''
2'-8''
A
A
2'-11''
2'-8''
A
A
17
17
20
20
22
22
23
23
6'-2''
5'-10''
C
C
22
22
22
22
22
22
23
23
5'-10''
5'-6''
C
C
21
21
21
21
22
22
23
23
8
8.5
2'-3''
2'-1''
A
A
2'-8''
2'-6''
B
B
14
14
19
19
20
20
21
21
5'-9''
5'-6''
D
D
19
19
19
19
21
21
22
22
9
2'-0''
A
2'-4''
B
14
19
20
22
5'-3''
D
19
19
20
22
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 7 of 60
LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS
0.042"x3"x8" Box Beam (Detail L1)
Double 0.042"x3"x8" (Detail L12)
TABLE 2.1
Attached Single Freestanding or
Attached Single Freestanding or
Span Structure
Multispan Units
Span Structure Multispan Units
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
SPACING
FOR
ON SLAB
(FT)
SLAB
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(PSF)
60
MIN
SPACING POST
FOOTER
SIZE
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN FOOTER
CONSTRAINED FOOTER SPACING POST
SIZE
8'
10'
12'
CONSTRAINED FOOTER
MAX
TABLE 2.1
GROUND
(PSF)
MAX POST LENGTH
Double 0.040"x2"x6.625" (Detail L12)
Attached Freestanding or
Structure Multispan Units
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
SIZE
8'
10'
12'
CONSTRAINED FOOTER
GROUND
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
90 MPH EXPOSURE C
3
11'-10''
A
9'-1''
A
17
23
25
26
14'-10''
B
21
26
27
29
13'-4''
B
20
24
26
27
LIVE
3.5
10'-2''
A
8'-2''
A
18
23
24
26
13'-7''
B
21
25
27
28
12'-3''
B
20
24
25
27
6.
7.
SIZE
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
TYPE
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
3
4'-1''
A
4'-9''
B
13
19
20
21
8'-8''
C
15
21
22
24
8'-0''
C
15
20
21
23
3.5
3'-6''
A
4'-1''
B
13
18
20
21
7'-10''
C
16
21
22
23
7'-3''
C
15
20
21
22
8'-11''
A
7'-6''
A
18
22
24
25
12'-7''
C
21
25
26
28
11'-5''
B
21
23
25
26
4
3'-0''
A
3'-7''
B
13
18
19
21
7'-2''
C
16
20
22
23
6'-8''
C
15
19
21
22
A
6'-11''
A
18
22
23
25
11'-9''
C
22
24
26
27
10'-8''
B
21
23
25
26
4.5
2'-8''
A
3'-2''
B
13
18
19
20
6'-7''
D
16
20
21
23
6'-2''
C
16
19
20
22
27
A
2'-11''
A
6'-5''
10'-0''
C
21
23
24
26
5
5.5
6'-5''
A
5'-11''
A
19
21
23
24
10'-5''
C
22
24
25
27
9'-6''
C
22
22
24
25
5.5
2'-2''
A
2'-7''
B
13
18
19
20
5'-8''
D
16
19
21
22
5'-4''
D
16
19
20
21
6
5'-11''
7'-1''
A
5'-7''
A
A
19
18
21
22
23
23
24
24
9'-10''
11'-0''
C
C
23
22
24
24
25
26
26
9'-0''
C
22
22
24
25
6
2'-0''
A
2'-5''
B
13
18
19
20
5'-3''
D
16
19
20
22
5'-0''
D
16
18
20
21
6.5
5'-5''
A
5'-3''
A
19
21
22
24
9'-5''
C
23
23
25
26
8'-7''
C
22
22
24
25
6.5
1'-10''
A
2'-2''
B
13
18
19
21
4'-11''
D
16
19
20
22
4'-9''
D
16
18
20
21
7
5'-1''
A
5'-0''
A
19
21
22
23
8'-11''
C
23
23
25
26
8'-3''
C
22
22
23
25
7
1'-9''
A
2'-1''
B
13
18
20
21
4'-8''
D
17
19
20
21
4'-6''
D
16
18
20
21
2'-5''
B
13
17
19
20
6'-1''
D
16
20
21
22
5'-9''
C
16
19
20
21
7.5
4'-9''
A
4'-8''
A
19
20
22
23
8'-7''
C
23
23
24
26
7'-10''
C
23
23
23
25
7.5
1'-7''
A
1'-11''
B
13
18
20
21
4'-5''
D
17
19
20
21
4'-3''
D
16
18
20
21
8
4'-5''
A
4'-5''
A
19
20
22
23
8'-2''
C
23
23
24
26
7'-7''
C
23
23
23
24
8
1'-6''
A
1'-9''
B
13
19
20
21
4'-2''
D
17
19
20
21
4'-1''
D
17
19
20
21
8.5
1'-5''
A
1'-8''
B
13
19
20
21
4'-0''
D
17
19
20
21
3'-10''
D
17
19
20
21
8.5
4'-2''
A
4'-2''
A
19
21
22
23
7'-10''
C
24
24
24
25
7'-3''
C
23
23
23
24
9
3'-11''
A
3'-11''
A
19
21
22
24
7'-7''
C
24
24
24
25
7'-0''
C
23
23
23
24
9.5
3'-9''
A
3'-9''
A
19
21
22
24
7'-3''
C
24
24
24
25
6'-9''
C
23
23
23
24
3
4'-1''
A
4'-9''
B
14
20
22
23
8'-8''
C
17
23
24
26
8'-0''
C
17
22
23
25
10
3'-6''
A
3'-6''
A
19
21
23
24
7'-0''
C
24
24
24
25
6'-7''
C
23
23
23
24
3.5
3'-6''
A
4'-1''
B
14
20
21
23
7'-10''
C
18
22
24
25
7'-3''
C
17
21
23
24
11
3'-2''
A
3'-2''
A
19
22
23
24
6'-7''
C
24
24
24
25
6'-2''
C
24
24
24
24
4
3'-0''
A
3'-7''
B
14
19
21
22
7'-2''
C
18
22
24
25
6'-8''
C
17
21
22
24
4.5
2'-8''
A
3'-2''
B
14
19
21
22
6'-7''
D
18
22
23
25
6'-2''
C
18
21
22
24
A
8'-9''
A
15
21
22
24
14'-5''
C
18
23
25
26
13'-0''
C
18
22
23
25
5
2'-5''
A
2'-11''
B
14
19
20
22
6'-1''
D
18
21
23
24
5'-9''
C
18
20
22
23
9'-7''
90 MPH EXPOSURE C
60
3.5
8'-2''
A
7'-11''
A
16
21
22
23
13'-3''
C
19
23
24
26
11'-11''
C
18
22
23
24
5.5
2'-2''
A
2'-7''
B
14
19
21
22
5'-8''
D
18
21
23
24
5'-4''
D
18
20
22
23
4
7'-2''
A
7'-3''
B
16
20
22
23
12'-3''
C
19
23
24
25
11'-1''
C
18
21
23
24
6
2'-0''
A
2'-5''
B
14
19
21
22
5'-3''
D
18
21
22
24
5'-0''
D
18
20
21
23
4.5
5
6'-4''
5'-9''
A
A
6'-8''
6'-2''
B
B
16
16
20
20
21
21
23
22
11'-5''
10'-9''
C
C
19
20
22
22
24
23
25
25
10'-5''
9'-9''
C
C
19
19
21
21
22
22
24
23
6.5
7
1'-10''
1'-9''
A
A
2'-2''
2'-1''
B
B
14
14
20
20
21
21
22
23
4'-11''
4'-8''
D
D
19
19
21
20
22
22
23
23
4'-9''
4'-6''
D
D
18
18
20
20
21
21
23
23
5.5
5'-2''
A
5'-9''
B
16
19
21
22
10'-1''
C
20
22
23
24
9'-3''
C
19
21
22
23
6
6.5
4'-9''
4'-5''
A
A
5'-5''
5'-1''
B
B
17
17
19
19
21
20
22
22
9'-7''
9'-1''
C
C
20
20
21
21
23
23
24
24
8'-9''
8'-4''
C
C
19
20
20
20
22
21
23
23
OVERHANG
TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
7
4'-1''
A
4'-9''
B
17
19
20
21
8'-8''
C
20
21
22
24
8'-0''
C
20
20
21
23
(FT)
8'
9'
10'
11'
12'
13'
14'
15'
16'
17'
18'
19'
20'
21'
22'
7.5
3'-10''
A
4'-6''
B
17
19
20
21
8'-3''
C
21
21
22
23
7'-8''
C
20
20
21
22
0'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
8
3'-7''
A
4'-3''
B
17
19
20
21
7'-11''
C
21
21
22
23
7'-4''
C
20
20
21
22
1'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
8.5
3'-4''
A
4'-0''
B
17
19
20
21
7'-7''
C
21
21
22
23
7'-1''
C
20
20
21
22
2'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
9
9.5
3'-2''
3'-0''
A
A
3'-9''
3'-7''
B
B
17
17
19
19
20
21
22
22
7'-4''
7'-1''
C
C
21
21
21
21
22
22
23
23
6'-10''
6'-7''
C
C
20
21
20
21
21
21
22
22
3'
4'
5.5'
6'
6'
6.5'
6.5'
7'
7'
7.5'
7.5'
8'
8'
8.5'
8.5'
9'
9'
9.5'
9.5'
10'
10'
10.5'
10.5'
11'
11'
11.5'
11.5'
12'
12'
12.5'
12.5'
13'
5'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
12.5'
13'
13.5'
90 MPH EXPOSURE C
5.
TYPE
12'
7'-11''
3
4.
(FT)
10'
4
90 MPH EXPOSURE B
1.
2.
3.
SLAB
8'
Double 0.040"x2"x6.625" (Detail L12)
Attached Single Freestanding or
Span Structure Multispan Units
4.5
5
25
MAX POST LENGTH
MIN FOOTER
SPACING FOR SPACING POST
ON SLAB
(FT)
Double 0.042"x3"x8" (Detail L12)
Attached Single Freestanding or
Span Structure Multispan Units
90 MPH EXPOSURE B
20
25
0.042"x3"x8" Box Beam (Detail L1)
Attached Single Freestanding or
Span Structure Multispan Units
3
9'-7''
A
8'-9''
A
17
23
25
26
14'-5''
C
20
26
27
29
13'-0''
C
20
24
26
27
3.5
8'-2''
A
7'-11''
A
18
23
24
25
13'-3''
C
21
25
27
28
11'-11''
C
20
24
25
26
4
7'-2''
A
7'-3''
B
18
22
24
25
12'-3''
C
21
25
26
28
11'-1''
C
21
23
25
26
4.5
5
6'-4''
5'-9''
A
A
6'-8''
6'-2''
B
B
18
18
22
21
23
23
25
24
11'-5''
10'-9''
C
C
22
22
24
24
26
26
27
27
10'-5''
9'-9''
C
C
21
21
23
23
24
24
26
25
5.5
5'-2''
A
5'-9''
B
18
21
23
24
10'-1''
C
22
24
25
27
9'-3''
C
22
22
24
25
6
4'-9''
A
5'-5''
B
19
21
22
24
9'-7''
C
22
23
25
26
8'-9''
C
22
22
24
25
6.5
4'-5''
A
5'-1''
B
19
21
22
24
9'-1''
C
23
23
25
26
8'-4''
C
22
22
23
25
7
4'-1''
A
4'-9''
B
19
20
22
23
8'-8''
C
23
23
24
26
8'-0''
C
22
22
23
25
7.5
3'-10''
A
4'-6''
B
19
20
22
23
8'-3''
C
23
23
24
26
7'-8''
C
22
22
23
24
8
3'-7''
A
4'-3''
B
19
20
22
23
7'-11''
C
23
23
24
25
7'-4''
C
23
23
23
24
8.5
9
3'-4''
3'-2''
A
A
4'-0''
3'-9''
B
B
19
19
21
21
22
22
23
24
7'-7''
7'-4''
C
C
23
24
23
24
24
24
25
25
7'-1''
6'-10''
C
C
23
23
23
23
23
23
24
24
9.5
3'-0''
A
3'-7''
B
19
21
22
24
7'-1''
C
24
24
24
25
6'-7''
C
23
23
23
24
10
2'-10''
A
3'-4''
B
19
21
23
24
6'-10''
C
24
24
24
25
6'-4''
C
23
23
23
24
GENERAL INSTRUCTIONS FOR THESE TABLES
CHOOSE FREESTANDING OR ATTACHED STRUCTURE
CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2
CHOOSE A HEADER FROM TABLE 2.1 THAT HAS ADEQUATE
POST SPACING.
USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.1
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 2.3 Post Requirements
for Attached Single Span Structures
Post Description
Max POST
Hgt Code
0.042"x3"x8" Aluminum Post
11'
B
0.024"Post with Sideplates
12'
B
Clover 0.030"x3"x3" Alum
11'
B
Clover 0.040"x3"x3" Alum
12'
B
Colonial 0.062" Extruded
12'
C
0.041"x3"x3" Steel Clover
12'
D
0.041"x3"x3" Steel Clover
8'
E
3/16"x3"x3" Steel Square
15'
H
1/4""x3"x3" Steel Square
15'
I
3/16"x4"x4" Steel Square
15'
J
1/2"x4"x4" Steel Square
15'
K
Detail
L1
L24
L11
L11
AE
L11
L11
L21
L21
L21
L21
TABLE 2.4
Post Requirements for
Freestanding Structures or Multispan Attached Structures
Post Description
Maximum Max
POST
Footing
Height
Code
0.041"x3"x3" Steel Clover
d= 20''
9'
B
0.041"x3"x3" Steel Clover
d= 21''
8'
B
3/16"x3"x3" Steel Square
d= 28''
12'
C
3/16"x3"x3" Steel Square
d= 28''
8'
D
1/4""x3"x3" Steel Square
d= 28''
12'
D
3/16"x4"x4" Steel Square
d= 28''
12'
E
1/2"x4"x4" Steel Square
d= 37''
12'
D
1/2"x4"x4" Steel Square
d= 31''
15'
D
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 2.1 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
Amerimax Building Products
FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4
5208 Tennyson Parkway
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6
Plano, Texas 75024
10. USE THE APPROPRIATE DETAILS (L1-L29). DETAILS MAY REQUIRE POST TO UPGRADED.
Carl Putnam, P. E.
11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.1
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnam@comcast.net
SLAB 9. FOLLOW 9-11 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 8 of 60
Detail #
L11
L11
L21
L21
L21
L21
L21
L21
LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS
12 Ga 3"x8" Steel C Beam (Detail L18)
16 Ga 3"x8" Steel C Beam (Detail L18)
TABLE 2.5
Attached Single Freestanding or
Attached Single Freestanding or
Span Structure
Multispan Units
Span Structure Multispan Units
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
SPACING
FOR
ON SLAB
(FT)
SLAB
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(PSF)
30
MIN
SPACING POST
FOOTER
SIZE
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN FOOTER
CONSTRAINED FOOTER SPACING POST
SIZE
8'
12'
15'
CONSTRAINED FOOTER
MAX
TABLE 2.5
GROUND
(PSF)
MAX POST LENGTH
Double 12 Ga 3"x8" Steel C (Detail L8)
Attached Single Freestanding or
Span Structure Multispan Units
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
SIZE
8'
12'
15'
CONSTRAINED FOOTER
GROUND
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
90 MPH EXPOSURE B
5
13'-7''
A
30'-0''
C
27
28
31
33
20'-3''
C
24
25
28
30
30'-0''
C
27
27
29
31
LIVE
5.5
12'-4''
A
29'-9''
D
28
28
31
33
19'-0''
C
24
25
28
30
30'-0''
D
28
28
29
31
SLAB
(FT)
TYPE
SIZE
"d"
(in)
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
Double 12 Ga 3"x8" Steel C (Detail L8)
Attached Single Freestanding or
Span Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
TYPE
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
5
4'-10''
A
19'-9''
D
24
25
28
30
10'-8''
C
19
22
25
26
26'-9''
E
26
26
29
31
5.5
4'-4''
A
18'-7''
D
24
25
28
29
9'-9''
C
20
22
24
26
25'-11''
E
27
27
29
30
6
11'-4''
A
28'-11''
D
29
29
30
32
17'-11''
C
25
25
27
29
30'-0''
D
29
29
29
31
6
4'-0''
A
17'-7''
D
24
24
27
29
8'-11''
C
20
21
24
26
25'-2''
E
28
28
28
30
6.5
10'-5''
A
28'-2''
D
29
29
30
32
17'-0''
C
25
25
27
29
30'-0''
D
30
30
30
31
6.5
3'-8''
A
16'-9''
D
25
25
27
29
8'-3''
C
20
21
23
25
24'-6''
E
28
28
28
30
7
9'-8''
A
27'-1''
D
30
30
30
32
16'-2''
C
25
25
27
29
30'-0''
D
31
31
31
31
7
3'-5''
A
15'-11''
D
25
25
27
29
7'-8''
C
20
21
23
25
23'-11''
E
29
29
29
7.5
9'-1''
A
26'-0''
D
30
30
30
32
15'-5''
C
25
25
27
28
30'-0''
D
31
31
31
31
7.5
3'-2''
A
15'-3''
D
25
25
27
28
7'-2''
C
20
20
23
25
23'-5''
E
29
29
29
30
8
8'-6''
A
25'-1''
D
30
30
30
31
14'-9''
C
25
25
26
28
30'-0''
D
32
32
32
32
8
3'-0''
A
14'-7''
E
25
25
26
28
6'-9''
C
20
20
23
24
22'-11''
E
29
29
29
30
30
30
8.5
8'-0''
A
24'-2''
D
31
31
31
31
14'-1''
C
26
26
26
28
30'-0''
D
33
33
33
33
8.5
2'-10''
A
14'-1''
E
25
25
26
28
6'-4''
C
20
20
22
24
22'-5''
E
30
30
30
9
7'-6''
A
23'-5''
D
31
31
31
31
13'-7''
C
26
26
26
28
30'-0''
D
33
33
33
33
9
2'-8''
A
13'-6''
E
26
26
26
28
6'-0''
C
20
20
22
24
22'-0''
E
30
30
30
30
9.5
7'-2''
A
22'-8''
D
31
31
31
31
13'-1''
C
26
26
26
27
30'-0''
D
34
34
34
34
9.5
2'-6''
A
13'-0''
E
26
26
26
27
5'-8''
C
20
20
22
24
21'-7''
E
31
31
31
31
10
27
30'-0''
35
10
2'-5''
A
12'-7''
E
26
26
26
27
5'-5''
C
20
20
22
24
21'-3''
E
31
31
31
31
10.5
6'-5''
A
21'-4''
D
31
31
31
31
12'-1''
C
26
26
26
27
29'-10''
D
35
35
35
35
10.5
2'-3''
A
12'-2''
E
26
26
26
27
5'-1''
C
20
20
22
24
20'-11''
E
31
31
31
31
11
11.5
6'-2''
5'-11''
6'-9''
A
A
A
20'-9''
20'-2''
22'-0''
D
D
D
32
32
31
32
32
31
32
32
31
32
32
31
11'-7''
11'-1''
12'-7''
C
C
C
26
26
26
26
26
26
26
26
26
27
27
29'-6''
29'-1''
D
E
D
36
36
35
36
36
35
36
36
35
36
36
11
11.5
2'-2''
2'-1''
A
A
11'-10''
11'-5''
E
E
26
26
26
26
26
26
27
27
4'-11''
4'-8''
C
C
20
20
20
20
22
23
24
24
20'-7''
20'-3''
E
H
32
32
32
32
32
32
32
32
12
5'-8''
A
19'-8''
D
32
32
32
32
10'-7''
C
26
26
26
26
28'-9''
E
36
36
36
36
13
5'-2''
A
18'-8''
D
32
32
32
32
9'-10''
C
26
26
26
26
28'-1''
E
37
37
37
37
14
15
4'-10''
4'-6''
A
A
17'-10''
17'-1''
D
D
33
33
33
33
33
33
33
33
9'-1''
8'-6''
C
C
26
26
26
26
26
26
26
26
27'-6''
26'-10''
E
E
38
38
38
38
38
38
38
38
6.5
3'-8''
A
16'-9''
D
28
28
29
31
8'-3''
C
22
23
26
27
24'-6''
E
32
32
32
33
A
29'-6''
C
31
31
33
35
20'-3''
C
27
28
31
33
30'-0''
C
31
31
32
34
7
3'-5''
A
15'-11''
D
28
28
29
31
7'-8''
C
22
22
25
27
23'-11''
E
32
32
32
32
34
7.5
90 MPH EXPOSURE C
30
90 MPH EXPOSURE C
LIVE
MAX POST LENGTH
MIN FOOTER
SPACING FOR SPACING POST
ON SLAB
(FT)
16 Ga 3"x8" Steel C Beam (Detail L18)
Attached Single Freestanding or
Span Structure Multispan Units
90 MPH EXPOSURE B
10
10
12 Ga 3"x8" Steel C Beam (Detail L18)
Attached Single Freestanding or
Span Structure Multispan Units
5
5.5
13'-7''
12'-4''
A
28'-7''
C
31
31
33
C
27
27
30
32
30'-0''
D
32
32
32
5
4'-10''
A
19'-9''
D
27
27
31
32
10'-8''
C
22
24
27
29
26'-9''
E
30
30
31
33
5.5
6
4'-4''
4'-0''
A
A
18'-7''
17'-7''
D
D
27
27
27
27
30
30
32
32
9'-9''
8'-11''
C
C
22
22
23
23
26
26
28
28
25'-11''
25'-2''
E
E
30
31
30
31
31
31
33
33
35
19'-0''
3'-2''
A
15'-3''
D
28
28
29
31
7'-2''
C
22
22
25
27
23'-5''
E
33
33
33
33
6
11'-4''
A
27'-9''
D
32
32
33
35
17'-11''
C
28
28
30
32
30'-0''
D
33
33
33
34
8
3'-0''
A
14'-7''
E
28
28
29
31
6'-9''
C
22
22
25
26
22'-11''
E
33
33
33
33
6.5
10'-5''
A
27'-0''
D
33
33
33
35
17'-0''
C
28
28
30
31
30'-0''
D
34
34
34
34
8.5
2'-10''
A
14'-1''
E
29
29
29
30
6'-4''
C
22
22
24
26
22'-5''
E
33
33
33
33
7
9'-8''
A
26'-4''
D
33
33
33
35
16'-2''
C
28
28
29
31
30'-0''
D
35
35
35
35
9
2'-8''
A
13'-6''
E
29
29
29
30
6'-0''
C
22
22
24
26
22'-0''
E
34
34
34
34
34
7.5
9'-1''
A
25'-9''
D
34
34
34
34
15'-5''
C
28
28
29
31
30'-0''
D
35
35
35
35
9.5
2'-6''
A
13'-0''
E
29
29
29
30
5'-8''
C
22
22
24
26
21'-7''
E
34
34
34
8
8'-6''
A
25'-1''
D
34
34
34
34
14'-9''
C
29
29
29
31
30'-0''
D
36
36
36
36
10
2'-5''
A
12'-7''
E
29
29
29
30
5'-5''
C
22
22
24
26
21'-3''
E
35
35
35
35
8.5
8'-0''
A
24'-2''
D
34
34
34
34
14'-1''
C
29
29
29
30
30'-0''
D
37
37
37
37
10.5
2'-3''
A
12'-2''
E
29
29
29
29
5'-1''
C
22
22
24
26
20'-11''
E
35
35
35
35
9
7'-6''
A
23'-5''
D
35
35
35
35
13'-7''
C
29
29
29
30
30'-0''
D
38
38
38
38
11
2'-2''
A
11'-10''
E
29
29
29
29
4'-11''
C
22
22
24
26
20'-7''
E
35
35
35
35
11.5
2'-1''
A
11'-5''
E
30
30
30
30
4'-8''
C
22
22
25
26
20'-3''
H
36
36
36
36
9.5
7'-2''
A
22'-8''
D
35
35
35
35
13'-1''
C
29
29
29
30
30'-0''
D
38
38
38
38
10
6'-9''
A
22'-0''
D
35
35
35
35
12'-7''
C
29
29
29
30
29'-6''
D
39
39
39
39
10.5
6'-5''
A
21'-4''
D
35
35
35
35
12'-1''
C
29
29
29
29
29'-0''
D
39
39
39
39
11
6'-2''
A
20'-9''
D
36
36
36
36
11'-7''
C
29
29
29
29
28'-7''
D
40
40
40
40
11.5
5'-11''
A
20'-2''
D
36
36
36
36
11'-1''
C
29
29
29
29
28'-2''
D
40
40
40
40
6
3'-0''
A
14'-9''
E
26
26
29
31
6'-9''
C
20
22
12
5'-8''
A
19'-8''
D
36
36
36
36
10'-7''
C
29
29
29
29
27'-9''
E
40
40
40
40
6.5
2'-9''
A
13'-11''
E
26
26
28
30
6'-3''
C
20
22
13
5'-2''
A
18'-8''
D
36
36
36
36
9'-10''
C
29
29
29
29
27'-0''
E
41
41
41
41
7
2'-7''
A
13'-3''
E
26
26
28
30
5'-10''
C
20
21
24
26
21'-9''
E
31
31
31
32
14
15
4'-10''
4'-6''
A
A
17'-10''
17'-1''
D
D
37
37
37
37
37
37
37
37
9'-1''
8'-6''
C
C
29
29
29
29
29
29
29
29
26'-4''
25'-9''
E
E
42
42
42
42
42
42
42
42
7.5
8
2'-5''
2'-3''
A
A
12'-8''
12'-2''
E
E
27
27
27
27
28
28
30
29
5'-5''
5'-1''
C
C
20
20
21
21
24
24
26
25
21'-3''
20'-9''
E
E
32
32
32
32
32
32
32
32
8.5
2'-1''
A
11'-8''
E
27
27
27
29
4'-10''
C
20
21
23
25
20'-4''
E
32
32
32
32
A
22'-7''
D
25
26
29
31
13'-0''
C
21
23
26
27
30'-0''
D
27
27
29
31
9
2'-0''
A
11'-2''
E
27
27
27
29
4'-6''
C
20
21
24
25
20'-0''
H
33
33
33
33
90 MPH EXPOSURE C
40
90 MPH EXPOSURE B
7'-1''
5
3'-7''
A
16'-7''
D
25
26
29
31
8'-1''
C
20
23
26
27
24'-4''
E
29
29
31
33
5.5
3'-3''
A
15'-7''
D
26
26
29
31
7'-5''
C
20
22
25
27
23'-7''
E
29
29
30
32
25
27
22'-11''
E
30
30
30
32
24
26
22'-3''
E
31
31
31
32
20
5
LIVE
5.5
6'-5''
A
21'-4''
D
25
26
28
30
12'-1''
C
21
23
25
27
29'-9''
D
28
28
29
31
9.5
1'-11''
A
10'-9''
E
27
27
27
29
4'-3''
C
20
21
24
26
19'-8''
H
33
33
33
33
6
5'-11''
A
20'-3''
D
26
26
28
30
11'-1''
C
21
22
25
27
28'-11''
E
29
29
29
31
10
1'-9''
A
10'-5''
E
27
27
27
29
4'-1''
C
20
21
24
26
19'-4''
H
34
34
34
34
6.5
7
5'-5''
5'-1''
A
A
19'-3''
18'-4''
D
D
26
26
26
26
28
28
30
29
10'-3''
9'-6''
C
C
21
21
22
21
24
24
26
26
28'-2''
27'-6''
E
E
29
30
29
30
29
30
31
31
10.5
11
1'-8''
1'-7''
A
A
10'-0''
9'-9''
E
E
27
28
27
28
27
28
28
28
3'-11''
3'-8''
C
C
20
20
21
22
24
24
26
26
19'-0''
18'-8''
H
I
34
34
34
34
34
34
34
34
7.5
D
26
26
27
29
8'-11''
C
21
21
24
25
26'-10''
E
30
30
30
31
4'-9''
A
17'-7''
8
4'-5''
A
16'-11''
D
27
27
27
29
8'-4''
C
21
21
24
25
26'-3''
E
31
31
31
31
5
3'-7''
A
16'-7''
D
23
24
27
29
8'-1''
C
18
21
23
25
8.5
4'-2''
A
16'-3''
D
27
27
27
29
7'-10''
C
21
21
23
25
25'-9''
E
31
31
31
31
90 MPH EXPOSURE B
5.5
3'-3''
A
15'-7''
D
23
24
27
28
7'-5''
C
18
20
23
25
9
3'-11''
A
15'-8''
D
27
27
27
28
7'-5''
C
21
21
23
25
25'-3''
E
32
32
32
32
6
3'-0''
A
14'-9''
E
23
24
26
28
6'-9''
C
18
20
23
24
24
40
9.5
3'-9''
A
15'-1''
D
27
27
27
28
7'-1''
C
21
21
23
24
24'-10''
E
32
32
32
32
6.5
2'-9''
A
13'-11''
E
23
23
26
28
6'-3''
C
18
20
22
10
3'-6''
A
14'-7''
D
27
27
27
28
6'-8''
C
21
21
23
24
24'-5''
E
32
32
32
32
7
2'-7''
A
13'-3''
E
23
23
26
27
5'-10''
C
18
19
22
24
10.5
3'-4''
A
14'-2''
D
27
27
27
28
6'-5''
C
21
21
22
24
24'-0''
E
33
33
33
33
7.5
2'-5''
A
12'-8''
E
24
24
26
27
5'-5''
C
18
19
22
23
C
18
19
22
23
3'-2''
A
13'-9''
D
28
28
28
28
6'-1''
C
21
21
22
24
23'-7''
E
33
33
33
33
8
2'-3''
A
12'-2''
E
24
24
25
27
5'-1''
11.5
11
3'-1''
A
13'-4''
D
28
28
28
28
5'-10''
C
21
21
23
24
23'-3''
E
33
33
33
33
8.5
2'-1''
A
11'-8''
E
24
24
25
27
4'-10''
C
18
19
21
23
12
2'-11''
A
12'-11''
D
28
28
28
28
5'-7''
C
21
21
23
24
22'-11''
E
34
34
34
34
9
2'-0''
A
11'-2''
E
24
24
25
27
4'-6''
C
18
19
22
23
13
2'-8''
A
12'-3''
D
28
28
28
28
5'-2''
C
21
21
23
25
22'-2''
E
34
34
34
34
9.5
1'-11''
A
10'-9''
E
24
24
25
26
4'-3''
C
18
19
22
24
14
15
2'-6''
2'-4''
A
A
11'-8''
11'-1''
D
D
28
28
28
28
28
28
28
28
4'-10''
4'-6''
C
C
21
21
21
21
23
24
25
25
21'-5''
20'-9''
E
E
35
35
35
35
35
35
35
35
10
10.5
1'-9''
1'-8''
A
A
10'-5''
10'-0''
E
E
24
24
24
24
25
24
26
26
4'-1''
3'-11''
C
C
18
18
19
20
22
22
24
24
11
1'-7''
A
9'-9''
E
25
25
25
26
3'-8''
C
18
20
22
24
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 9 of 60
LATTICE COVER 2.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS 90 MPH WIND AREAS
12 Ga 3"x8" Steel C Beam (Detail L18)
16 Ga 3"x8" Steel C Beam (Detail L18)
TABLE 2.5
Attached Single Freestanding or
Attached Single Freestanding or
Span Structure
Multispan Units
Span Structure Multispan Units
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
SPACING
FOR
ON SLAB
(FT)
SLAB
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(PSF)
60
MIN
SPACING POST
FOOTER
SIZE
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN FOOTER
CONSTRAINED FOOTER SPACING POST
SIZE
8'
12'
15'
CONSTRAINED FOOTER
MAX
TABLE 2.5
GROUND
(PSF)
MAX POST LENGTH
Double 12 Ga 3"x8" Steel C (Detail L8)
Attached Single Freestanding or
Span Structure Multispan Units
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
SIZE
8'
12'
15'
CONSTRAINED FOOTER
GROUND
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
90 MPH EXPOSURE C
5
7'-1''
A
22'-7''
D
28
28
31
33
13'-0''
C
23
25
28
30
30'-0''
D
31
31
32
34
LIVE
5.5
6'-5''
A
21'-4''
D
28
28
31
33
12'-1''
C
24
25
28
29
29'-9''
D
32
32
32
34
SLAB
(FT)
TYPE
SIZE
"d"
(in)
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
Double 12 Ga 3"x8" Steel C (Detail L8)
Attached Single Freestanding or
Span Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
TYPE
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
5
2'-5''
A
12'-9''
E
21
23
26
27
5'-6''
C
16
19
22
24
21'-3''
E
24
24
27
29
5.5
2'-2''
A
11'-11''
E
21
22
25
27
5'-0''
C
16
19
22
23
20'-7''
E
25
25
27
29
6
5'-11''
A
20'-3''
D
29
29
31
33
11'-1''
C
24
24
27
29
28'-11''
E
32
32
32
34
6
2'-0''
A
11'-3''
E
21
22
25
27
4'-7''
C
16
19
21
23
20'-0''
H
26
26
27
29
6.5
5'-5''
A
19'-3''
D
29
29
30
32
10'-3''
C
24
24
27
29
28'-2''
E
33
33
33
34
6.5
1'-10''
A
10'-8''
E
21
22
25
26
4'-3''
C
16
18
21
23
19'-6''
H
26
26
27
29
7
5'-1''
A
18'-4''
D
29
29
30
32
9'-6''
C
24
24
26
28
27'-6''
E
34
34
34
34
7
1'-9''
A
10'-1''
E
21
22
24
26
3'-11''
C
16
18
21
23
19'-0''
H
26
26
27
28
7.5
4'-9''
A
17'-7''
D
30
30
30
32
8'-11''
C
24
24
26
28
26'-10''
E
34
34
34
34
7.5
1'-7''
A
9'-7''
E
22
22
24
26
3'-8''
C
16
18
21
23
18'-7''
I
27
27
27
28
8
4'-5''
A
16'-11''
D
30
30
30
31
8'-4''
C
24
24
26
27
26'-3''
E
35
35
35
35
8
1'-6''
A
9'-2''
E
22
22
24
26
3'-5''
C
16
19
21
23
18'-2''
I
27
27
27
28
8.5
4'-2''
A
16'-3''
D
30
30
30
31
7'-10''
C
24
24
25
27
25'-9''
E
35
35
35
35
8.5
1'-5''
A
8'-9''
E
22
22
24
25
3'-3''
C
16
19
21
23
17'-7''
I
27
27
27
28
9
3'-11''
A
15'-8''
D
30
30
30
31
7'-5''
C
24
24
25
27
25'-3''
E
35
35
35
35
9
1'-4''
A
8'-5''
E
22
22
24
25
3'-1''
C
16
19
22
23
17'-1''
I
28
28
28
28
9.5
3'-9''
A
15'-1''
D
30
30
30
31
7'-1''
C
24
24
25
27
24'-10''
E
36
36
36
36
9.5
1'-3''
A
7'-11''
E
22
22
23
25
2'-11''
C
16
19
22
24
16'-7''
I
28
28
28
28
10
3'-6''
A
14'-7''
D
31
31
31
31
6'-8''
C
24
24
25
26
24'-5''
E
36
36
36
36
10
1'-2''
A
7'-7''
E
22
22
23
25
2'-9''
C
16
19
22
24
16'-1''
I
28
28
28
28
10.5
3'-4''
A
14'-2''
D
31
31
31
31
6'-5''
C
24
24
24
26
24'-0''
E
37
37
37
37
10.5
1'-2''
A
7'-2''
E
22
22
23
25
2'-7''
C
16
20
22
24
15'-8''
I
28
28
28
28
11
3'-2''
A
13'-9''
D
31
31
31
31
6'-1''
C
24
24
24
26
23'-7''
E
37
37
37
37
11.5
3'-1''
A
13'-4''
D
31
31
31
31
5'-10''
C
24
24
25
26
23'-3''
E
37
37
37
37
5
2'-5''
A
12'-9''
E
23
25
28
30
5'-6''
C
18
21
24
26
21'-3''
E
28
28
30
32
12
2'-11''
A
12'-11''
D
31
31
31
31
5'-7''
C
24
24
25
27
22'-11''
E
38
38
38
38
90 MPH EXPOSURE C
5.5
2'-2''
A
11'-11''
E
23
25
27
29
5'-0''
C
18
21
23
25
20'-7''
E
28
28
30
31
13
2'-8''
A
12'-3''
D
32
32
32
32
5'-2''
C
24
24
25
27
22'-2''
E
38
38
38
38
6
2'-0''
A
11'-3''
E
24
24
27
29
4'-7''
C
18
20
23
25
20'-0''
H
29
29
29
31
6.5
1'-10''
A
10'-8''
E
24
24
27
29
4'-3''
C
18
20
23
25
19'-6''
H
29
29
29
31
A
22'-0''
D
25
26
29
30
12'-7''
C
21
23
25
27
28'-5''
E
27
27
29
31
7
1'-9''
A
10'-1''
E
24
24
27
28
3'-11''
C
18
20
23
25
19'-0''
H
30
30
30
31
31
60
90 MPH EXPOSURE B
5
5'-9''
5.5
5'-2''
A
20'-9''
D
25
25
28
30
11'-7''
C
21
22
25
27
27'-7''
E
28
28
29
31
7.5
1'-7''
A
9'-7''
E
24
24
26
28
3'-8''
C
18
20
23
25
18'-7''
I
30
30
30
6
4'-9''
A
19'-8''
D
25
25
28
30
10'-7''
C
21
22
25
26
26'-9''
E
28
28
29
31
8
1'-6''
A
9'-2''
E
24
24
26
28
3'-5''
C
18
20
23
25
18'-2''
I
31
31
31
31
6.5
7
4'-5''
4'-1''
A
A
18'-8''
17'-10''
D
D
26
26
26
26
28
27
29
29
9'-10''
9'-1''
C
C
21
21
22
21
24
24
26
26
26'-1''
25'-5''
E
E
29
29
29
29
29
29
30
30
8.5
9
1'-5''
1'-4''
A
A
8'-9''
8'-5''
E
E
25
25
25
25
26
26
28
27
3'-3''
3'-1''
C
C
18
18
21
21
23
24
25
25
17'-7''
17'-1''
I
I
31
31
31
31
31
31
31
31
7.5
3'-10''
A
17'-1''
D
26
26
27
29
8'-6''
C
21
21
24
25
24'-10''
E
30
30
30
30
8
8.5
3'-7''
3'-4''
A
A
16'-5''
15'-9''
D
D
26
26
26
26
27
27
29
28
8'-0''
7'-6''
C
C
21
21
21
21
23
23
25
25
24'-4''
23'-10''
E
E
30
30
30
30
30
30
30
30
OVERHANG
TABLE 2.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
9
3'-2''
A
15'-2''
D
27
27
27
28
7'-1''
C
21
21
23
25
23'-5''
E
31
31
31
31
(FT)
8'
9'
10'
11'
12'
13'
14'
15'
16'
17'
18'
19'
20'
21'
22'
9.5
3'-0''
A
14'-8''
E
27
27
27
28
6'-9''
C
21
21
23
24
23'-0''
E
31
31
31
31
0'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
10
2'-10''
A
14'-2''
E
27
27
27
28
6'-5''
C
21
21
22
24
22'-7''
E
31
31
31
31
1'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
10.5
2'-8''
A
13'-9''
E
27
27
27
28
6'-1''
C
21
21
22
24
22'-3''
E
32
32
32
32
2'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
11
11.5
2'-7''
2'-6''
A
A
13'-3''
12'-11''
E
E
27
27
27
27
27
27
27
27
5'-10''
5'-7''
C
C
21
21
21
21
22
23
24
24
21'-10''
21'-7''
E
E
32
32
32
32
32
32
32
32
3'
4'
5.5'
6'
6'
6.5'
6.5'
7'
7'
7.5'
7.5'
8'
8'
8.5'
8.5'
9'
9'
9.5'
9.5'
10'
10'
10.5'
10.5'
11'
11'
11.5'
11.5'
12'
12'
12.5'
12.5'
13'
5'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
12.5'
13'
13.5'
90 MPH EXPOSURE C
25
MAX POST LENGTH
MIN FOOTER
SPACING FOR SPACING POST
ON SLAB
(FT)
16 Ga 3"x8" Steel C Beam (Detail L18)
Attached Single Freestanding or
Span Structure Multispan Units
90 MPH EXPOSURE B
20
25
12 Ga 3"x8" Steel C Beam (Detail L18)
Attached Single Freestanding or
Span Structure Multispan Units
5
5'-9''
A
22'-0''
D
28
28
31
33
12'-7''
C
23
25
28
30
28'-5''
E
30
30
32
34
5.5
5'-2''
A
20'-9''
D
28
28
31
33
11'-7''
C
23
24
27
29
27'-7''
E
31
31
31
33
6
4'-9''
A
19'-8''
D
29
29
30
32
10'-7''
C
23
24
27
29
26'-9''
E
32
32
32
33
6.5
7
4'-5''
4'-1''
A
A
18'-8''
17'-10''
D
D
29
29
29
29
30
30
32
32
9'-10''
9'-1''
C
C
23
23
24
23
26
26
28
28
26'-1''
25'-5''
E
E
32
33
32
33
32
33
33
33
7.5
3'-10''
A
17'-1''
D
29
29
30
32
8'-6''
C
23
23
26
28
24'-10''
E
33
33
33
33
8
3'-7''
A
16'-5''
D
30
30
30
31
8'-0''
C
23
23
25
27
24'-4''
E
34
34
34
34
8.5
3'-4''
A
15'-9''
D
30
30
30
31
7'-6''
C
23
23
25
27
23'-10''
E
34
34
34
34
9
3'-2''
A
15'-2''
D
30
30
30
31
7'-1''
C
23
23
25
27
23'-5''
E
35
35
35
35
9.5
3'-0''
A
14'-8''
E
30
30
30
31
6'-9''
C
23
23
25
26
23'-0''
E
35
35
35
35
10
2'-10''
A
14'-2''
E
30
30
30
30
6'-5''
C
23
23
24
26
22'-7''
E
35
35
35
35
10.5
11
2'-8''
2'-7''
A
A
13'-9''
13'-3''
E
E
30
31
30
31
30
31
30
31
6'-1''
5'-10''
C
C
23
23
23
23
24
24
26
26
22'-3''
21'-10''
E
E
36
36
36
36
36
36
36
36
11.5
2'-6''
A
12'-11''
E
31
31
31
31
5'-7''
C
23
23
25
26
21'-7''
E
37
37
37
37
12
2'-4''
A
12'-6''
E
31
31
31
31
5'-4''
C
23
23
25
27
21'-3''
E
37
37
37
37
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20 PSF MIN)
4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 2.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2
6. CHOOSE A HEADER FROM TABLE 2.5 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 2.5
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 2.3 Post Requirements for
Attached Single Span Structures
Post Description
Max POST
Hgt
0.042"x3"x8" Aluminum Post
11'
B
0.024"Post with Sideplates
12'
B
Clover 0.030"x3"x3" Alum
11'
B
Clover 0.040"x3"x3" Alum
12'
B
Colonial 0.062" Extruded
12'
C
0.041"x3"x3" Steel Clover
12'
D
0.041"x3"x3" Steel Clover
8'
E
3/16"x3"x3" Steel Square
15'
H
1/4""x3"x3" Steel Square
15'
I
3/16"x4"x4" Steel Square
15'
J
Detail
L1
L24
L11
L11
AE
L11
L11
L21
L21
L21
TABLE 2.4
Post Requirements for
Freestanding Structures or Multispan Attached Structures
Post Description
Maximum Max
POST
Footing
Height
Code
0.041"x3"x3" Steel Clover
d= 20''
9'
B
0.041"x3"x3" Steel Clover
d= 21''
8'
B
3/16"x3"x3" Steel Square
d= 28''
12'
C
3/16"x3"x3" Steel Square
d= 28''
8'
D
1/4""x3"x3" Steel Square
d= 28''
12'
D
3/16"x4"x4" Steel Square
d= 28''
12'
E
1/2"x4"x4" Steel Square
d= 37''
12'
D
1/2"x4"x4" Steel Square
d= 31''
15'
D
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 2.5 AND 2.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
Amerimax Building Products
FREESTANDING AND MULTISPAN UNITS USE TABLE 2.4
5208 Tennyson Parkway
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6
Plano, Texas 75024
10. USE THE APPROPRIATE DETAILS (L1-L29). DETAILS MAY REQUIRE POST TO UPGRADED.
Carl Putnam, P. E.
11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 2.5
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnam@comcast.net
SLAB 9. FOLLOW 9-11 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 10 of 60
Detail #
L11
L11
L21
L21
L21
L21
L21
L21
LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS
0.042"x3"x8" Box Beam (Detail L1)
Double 0.042"x3"x8" (Detail L12)
TABLE 3.1
Attached Single
Freestanding or
Attached Single Freestanding or
Span Structure
Multispan Units
Span Structure
Multispan Units
GROUND
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
SPACING
FOR
ON SLAB
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
Double 0.040"x2"x6.625" (Detail L12)
Attached Single
Freestanding or
Span Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 3.1
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
GROUND
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
(PSF)
110 MPH EXPOSURE B
10
3
22'-8''
A
13'-6''
A
20
25
27
29
19'-9''
A
23
28
29
31
17'-8''
A
22
26
28
29
3.5
19'-5''
A
12'-4''
A
21
25
27
28
18'-2''
A
24
27
29
30
16'-4''
A
23
25
27
29
25
ON SLAB SLAB
(FT)
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
Double 0.040"x2"x6.625" (Detail L12)
Attached Single Freestanding or
Span Structure Multispan Units
TYPE
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
3
9'-7''
A
8'-9''
A
18
23
25
26
14'-5''
C
21
26
27
29
13'-0''
C
20
24
26
27
3.5
8'-2''
A
7'-11''
A
18
23
24
26
13'-3''
C
21
25
27
28
11'-11''
C
21
24
25
27
4
17'-0''
A
11'-4''
A
21
25
26
28
17'-0''
A
24
27
28
30
15'-3''
A
23
25
27
28
4
7'-2''
A
7'-3''
B
18
22
24
25
12'-3''
C
22
25
27
28
11'-1''
C
21
23
25
26
4.5
15'-1''
A
10'-7''
A
22
24
26
27
15'-11''
B
25
26
28
30
14'-4''
A
24
25
26
28
4.5
6'-4''
A
6'-8''
B
18
22
24
25
11'-5''
C
22
25
26
28
10'-5''
C
21
23
25
26
5
13'-7''
A
9'-11''
A
22
24
25
27
15'-0''
B
25
26
28
29
13'-6''
A
24
24
26
27
5
5'-9''
A
6'-2''
B
19
22
23
25
10'-9''
C
22
24
26
27
9'-9''
C
22
23
24
26
5.5
12'-4''
A
9'-4''
A
22
24
25
27
14'-3''
B
25
26
27
29
12'-10''
B
25
25
26
27
5.5
5'-2''
A
5'-9''
B
19
21
23
24
10'-1''
C
23
24
26
27
9'-3''
C
22
23
24
26
6
11'-4''
A
8'-9''
A
22
23
25
26
13'-7''
B
26
26
27
29
12'-3''
B
25
25
26
27
6
4'-9''
A
5'-5''
B
19
21
23
24
9'-7''
C
23
24
25
27
8'-9''
C
22
22
24
25
6.5
10'-5''
A
8'-4''
A
23
23
25
26
13'-0''
B
26
26
27
28
11'-9''
B
25
25
25
27
6.5
4'-5''
A
5'-1''
B
19
21
22
24
9'-1''
C
23
23
25
26
8'-4''
C
23
23
24
25
7
9'-8''
A
7'-11''
A
23
23
24
26
12'-5''
B
26
26
27
28
11'-3''
B
25
25
25
27
7
4'-1''
A
4'-9''
B
19
21
22
24
8'-8''
C
23
23
25
26
8'-0''
C
23
23
24
25
7.5
9'-1''
A
7'-7''
A
23
23
24
26
11'-11''
B
27
27
27
28
10'-10''
B
26
26
26
26
7.5
3'-10''
A
4'-6''
B
19
21
22
23
8'-3''
C
24
24
25
26
7'-8''
C
23
23
23
25
8
8'-6''
A
7'-3''
A
23
23
24
25
11'-6''
C
27
27
27
28
10'-5''
B
26
26
26
26
8
3'-7''
A
4'-3''
B
19
21
22
24
7'-11''
C
24
24
24
26
7'-4''
C
23
23
23
25
8.5
8'-0''
A
6'-11''
A
23
23
24
25
11'-1''
C
27
27
27
27
10'-1''
B
26
26
26
26
8.5
3'-4''
A
4'-0''
B
19
21
22
24
7'-7''
C
24
24
24
26
7'-1''
C
23
23
23
24
9
7'-6''
A
6'-8''
A
23
23
24
25
10'-8''
C
27
27
27
27
9'-9''
B
26
26
26
26
9
3'-2''
A
3'-9''
B
19
21
23
24
7'-4''
C
24
24
24
25
6'-10''
C
23
23
23
24
9.5
7'-2''
A
6'-5''
A
23
23
23
25
10'-4''
C
27
27
27
27
9'-5''
B
27
27
27
27
9.5
3'-0''
A
3'-7''
B
19
21
23
24
7'-1''
C
24
24
24
25
6'-7''
C
24
24
24
24
10
6'-9''
A
6'-2''
A
24
24
24
25
10'-0''
C
28
28
28
28
9'-2''
C
27
27
27
27
11
6'-2''
A
5'-9''
A
24
24
24
25
9'-5''
C
28
28
28
28
8'-8''
C
27
27
27
27
12
13
5'-8''
5'-2''
A
A
5'-5''
5'-1''
A
A
24
24
24
24
24
24
25
26
8'-11''
8'-6''
C
C
28
29
28
29
28
29
28
29
8'-2''
7'-10''
C
C
27
28
27
28
27
28
27
28
A
12'-7''
A
21
26
28
29
18'-5''
A
24
28
30
32
16'-6''
A
23
26
28
30
29
16'-11''
110 MPH EXPOSURE C
25
100 MPH EXPOSURE C
LIVE
SPACING FOR
Double 0.042"x3"x8" (Detail L12)
Attached Single Freestanding or
Span Structure Multispan Units
110 MPH EXPOSURE B
LIVE
10
0.042"x3"x8" Box Beam (Detail L1)
Attached Single Freestanding or
Span Structure Multispan Units
3
3.5
22'-8''
19'-5''
A
11'-6''
A
21
26
27
A
24
28
30
31
15'-2''
A
24
26
28
29
3
9'-7''
A
8'-9''
A
20
25
27
29
14'-5''
C
23
28
30
31
13'-0''
C
23
26
28
30
3.5
4
8'-2''
7'-2''
A
A
7'-11''
7'-3''
A
B
20
21
25
24
27
26
28
28
13'-3''
12'-3''
C
C
24
24
28
27
29
29
31
30
11'-11''
11'-1''
C
C
23
24
26
26
28
27
29
29
4.5
6'-4''
A
6'-8''
B
21
24
26
27
11'-5''
C
25
27
29
30
10'-5''
C
24
25
27
28
5
5'-9''
A
6'-2''
B
21
24
25
27
10'-9''
C
25
26
28
30
9'-9''
C
24
25
27
28
26
10'-1''
5.5
5'-2''
A
5'-9''
B
21
23
25
C
25
26
28
29
9'-3''
C
25
25
26
28
4
17'-0''
A
10'-7''
A
22
25
27
28
15'-9''
A
25
27
29
31
14'-2''
A
24
26
27
29
6
4'-9''
A
5'-5''
B
21
23
25
26
9'-7''
C
26
26
28
29
8'-9''
C
25
25
26
28
4.5
15'-1''
A
9'-10''
A
22
25
26
28
14'-9''
A
25
27
29
30
13'-4''
A
24
25
27
28
6.5
4'-5''
A
5'-1''
B
21
23
24
26
9'-1''
C
26
26
27
29
8'-4''
C
25
25
26
27
5
13'-7''
A
9'-2''
A
22
24
26
27
13'-11''
B
26
27
28
30
12'-7''
A
25
25
27
28
7
4'-1''
A
4'-9''
B
22
23
24
26
8'-8''
C
26
26
27
28
8'-0''
C
26
26
26
27
5.5
12'-4''
A
8'-8''
A
23
24
26
27
13'-3''
B
26
26
28
29
11'-11''
A
25
25
26
28
7.5
3'-10''
A
4'-6''
B
22
22
24
25
8'-3''
C
26
26
27
28
7'-8''
C
26
26
26
27
6
11'-4''
A
8'-2''
A
23
24
25
27
12'-7''
B
26
26
28
29
11'-4''
B
26
26
26
28
8
3'-7''
A
4'-3''
B
22
23
24
26
7'-11''
C
27
27
27
28
7'-4''
C
26
26
26
27
6.5
10'-5''
A
7'-9''
A
23
24
25
27
12'-0''
B
27
27
27
29
10'-10''
B
26
26
26
27
8.5
3'-4''
A
4'-0''
B
22
23
24
26
7'-7''
C
27
27
27
28
7'-1''
C
26
26
26
27
9
3'-2''
A
3'-9''
B
22
23
25
26
7'-4''
C
27
27
27
28
6'-10''
C
26
26
26
26
9.5
3'-0''
A
3'-7''
B
22
23
25
26
7'-1''
C
27
27
27
27
6'-7''
C
27
27
27
27
29
7
9'-8''
A
7'-4''
A
23
23
25
26
11'-6''
B
27
27
27
29
10'-5''
B
26
26
26
27
7.5
9'-1''
A
7'-0''
A
23
23
25
26
11'-0''
B
27
27
27
28
10'-0''
B
26
26
26
27
8
8'-6''
A
6'-8''
A
24
24
24
26
10'-7''
B
27
27
27
28
9'-8''
B
27
27
27
27
8.5
8'-0''
A
6'-5''
A
24
24
24
26
10'-2''
B
28
28
28
28
9'-4''
B
27
27
27
27
9
7'-6''
A
6'-2''
A
24
24
24
26
9'-10''
B
28
28
28
28
9'-0''
B
27
27
27
9.5
7'-2''
A
5'-11''
A
24
24
24
25
9'-6''
B
28
28
28
28
8'-9''
B
27
27
10
6'-9''
A
5'-8''
A
24
24
24
25
9'-2''
C
28
28
28
28
8'-5''
B
27
11
6'-2''
A
5'-3''
A
24
24
24
26
8'-8''
C
29
29
29
29
8'-0''
B
28
12
13
5'-8''
5'-2''
A
A
4'-11''
4'-7''
A
A
24
25
24
25
25
25
26
27
8'-2''
7'-9''
C
C
29
29
29
29
29
29
29
29
7'-7''
7'-2''
B
C
110 MPH EXPOSURE C
30
3
8'-0''
A
7'-10''
A
19
25
26
28
13'-1''
C
23
28
29
31
11'-10''
C
22
26
28
27
3.5
6'-10''
A
7'-0''
B
19
24
26
27
12'-0''
C
23
27
29
30
10'-10''
C
22
25
27
29
27
27
4
6'-0''
A
6'-5''
B
20
24
25
27
11'-1''
C
24
27
28
30
10'-1''
C
23
25
27
28
27
27
27
4.5
5'-4''
A
5'-10''
B
20
23
25
27
10'-3''
C
24
26
28
29
9'-5''
C
23
25
26
28
28
28
28
5
4'-10''
A
5'-5''
B
20
23
25
26
9'-8''
C
24
26
28
29
8'-10''
C
24
24
26
28
28
28
28
28
28
28
28
28
5.5
6
4'-4''
4'-0''
A
A
5'-0''
4'-9''
B
B
20
20
23
23
24
24
26
26
9'-1''
8'-7''
C
C
25
25
25
25
27
27
29
28
8'-4''
7'-11''
C
C
24
24
24
24
26
26
27
27
6.5
3'-8''
A
4'-4''
B
20
22
24
25
8'-1''
C
25
25
27
28
7'-6''
C
24
24
25
27
10
105 MPH EXPOSURE C
3
22'-8''
A
11'-11''
A
21
26
28
30
17'-6''
A
24
29
30
32
15'-9''
A
23
27
29
30
7
3'-5''
A
4'-0''
B
20
22
24
25
7'-9''
C
25
25
26
28
7'-2''
C
25
25
25
27
LIVE
3.5
19'-5''
A
10'-10''
A
22
26
28
29
16'-2''
A
25
28
30
31
14'-6''
A
24
26
28
30
7.5
3'-2''
A
3'-9''
B
20
22
24
25
7'-4''
C
25
25
26
28
6'-10''
C
25
25
25
26
4
17'-0''
A
10'-0''
A
22
25
27
29
15'-0''
A
25
28
29
31
13'-6''
A
24
26
28
29
8
3'-0''
A
3'-6''
B
20
23
24
26
7'-0''
C
26
26
26
27
6'-7''
C
25
25
25
26
4.5
5
15'-1''
13'-7''
A
A
9'-3''
8'-8''
A
A
22
23
25
25
27
26
28
28
14'-1''
13'-3''
A
A
26
26
27
27
29
29
31
30
12'-8''
11'-11''
A
A
25
25
26
25
27
27
29
29
8.5
9
2'-10''
2'-8''
A
A
3'-4''
3'-2''
B
B
20
20
23
23
24
25
26
26
6'-9''
6'-6''
D
D
26
26
26
26
26
26
27
27
6'-4''
6'-1''
C
C
25
25
25
25
25
25
26
26
5.5
12'-4''
A
8'-2''
A
23
24
26
28
12'-6''
B
27
27
28
30
11'-4''
A
26
26
27
28
6
11'-4''
A
7'-8''
A
23
24
26
27
11'-11''
B
27
27
28
30
10'-10''
A
26
26
26
28
3
8'-0''
7'-10''
A
17
23
24
26
13'-1''
C
20
25
27
28
6.5
10'-5''
A
7'-3''
A
23
24
25
27
11'-4''
B
27
27
28
29
10'-4''
A
26
26
26
28
3.5
6'-10''
A
7'-0''
B
17
22
24
25
12'-0''
C
21
25
26
28
7
9'-8''
A
6'-11''
A
24
24
25
27
10'-10''
B
27
27
28
29
9'-11''
B
27
27
27
28
4
6'-0''
A
6'-5''
B
18
22
23
25
11'-1''
C
21
24
26
27
7.5
9'-1''
A
6'-7''
A
24
24
25
26
10'-5''
B
28
28
28
29
9'-6''
B
27
27
27
27
4.5
5'-4''
A
5'-10''
B
18
22
23
24
10'-3''
C
21
24
26
27
8
8'-6''
A
6'-3''
A
24
24
25
26
10'-0''
B
28
28
28
29
9'-2''
B
27
27
27
27
5
4'-10''
A
5'-5''
B
18
21
23
24
9'-8''
C
22
24
25
27
8.5
8'-0''
A
6'-0''
A
24
24
25
26
9'-8''
B
28
28
28
28
8'-10''
B
27
27
27
27
5.5
4'-4''
A
5'-0''
B
18
21
22
24
9'-1''
C
22
23
25
26
9
7'-6''
A
5'-9''
A
24
24
24
26
9'-3''
B
28
28
28
28
8'-6''
B
27
27
27
27
6
4'-0''
A
4'-9''
B
18
21
22
24
8'-7''
C
22
23
25
26
110 MPH EXPOSURE B
30
A
9.5
7'-2''
A
5'-6''
A
24
24
24
26
9'-0''
B
28
28
28
28
8'-3''
B
28
28
28
28
6.5
3'-8''
A
4'-4''
B
18
20
22
23
8'-1''
C
22
23
24
26
10
6'-9''
A
5'-3''
A
24
24
25
26
8'-8''
B
29
29
29
29
8'-0''
B
28
28
28
28
7
3'-5''
A
4'-0''
B
18
20
22
23
7'-9''
C
22
23
24
26
11
6'-2''
A
4'-11''
A
24
24
25
26
8'-2''
B
29
29
29
29
7'-6''
B
28
28
28
28
7.5
3'-2''
A
3'-9''
B
18
20
22
23
7'-4''
C
23
23
24
25
12
13
5'-8''
5'-2''
A
A
4'-7''
4'-3''
A
A
25
25
25
25
25
26
27
27
7'-8''
7'-3''
C
C
29
29
29
29
29
29
29
29
7'-1''
6'-9''
B
B
29
29
29
29
29
29
29
29
8
8.5
3'-0''
2'-10''
A
A
3'-6''
3'-4''
B
B
18
18
21
21
22
22
24
24
7'-0''
6'-9''
C
D
23
23
23
23
24
24
25
25
9
2'-8''
A
3'-2''
B
18
21
23
24
6'-6''
D
23
23
23
25
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 11 of 60
LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS
0.042"x3"x8" Box Beam (Detail L1)
Double 0.042"x3"x8" (Detail L12)
TABLE 3.1
Attached Single
Freestanding or
Attached Single Freestanding or
Span Structure
Multispan Units
Span Structure
Multispan Units
GROUND
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
SPACING
FOR
ON SLAB
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
Double 0.040"x2"x6.625" (Detail L12)
Attached Single
Freestanding or
Span Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 3.1
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
0.042"x3"x8" Box Beam (Detail L1)
Attached Single Freestanding or
Span Structure Multispan Units
GROUND
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
(PSF)
110 MPH EXPOSURE C
SPACING FOR
ON SLAB SLAB
(FT)
MAX POST LENGTH
MIN
SPACING POST
(FT)
Double 0.042"x3"x8" (Detail L12)
Attached Single Freestanding or
Span Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
Double 0.040"x2"x6.625" (Detail L12)
Attached Single Freestanding or
Span Structure Multispan Units
TYPE
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
FOOTER
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
110 MPH EXPOSURE C
10
3
22'-8''
A
11'-4''
A
22
27
28
30
16'-9''
A
25
29
31
32
15'-0''
A
24
27
29
31
LIVE
3.5
19'-5''
A
10'-4''
A
22
26
28
29
15'-5''
A
25
29
30
32
13'-10''
A
24
27
29
30
40
3
6'-1''
A
6'-5''
B
18
24
25
27
11'-1''
C
21
27
28
30
10'-1''
C
21
25
27
28
3.5
5'-2''
A
5'-9''
B
18
23
25
26
10'-1''
C
22
26
28
29
9'-3''
C
21
25
26
28
4
17'-0''
A
9'-6''
A
22
26
27
29
14'-4''
A
26
28
30
31
12'-11''
A
25
26
28
30
4
4'-6''
A
5'-2''
B
18
23
25
26
9'-4''
C
22
26
27
29
8'-6''
C
22
24
26
27
4.5
15'-1''
A
8'-9''
A
23
25
27
29
13'-5''
A
26
28
29
31
12'-1''
A
25
26
28
29
4.5
4'-0''
A
4'-9''
B
19
23
24
26
8'-7''
C
23
25
27
28
7'-11''
C
22
24
26
27
5
13'-7''
A
8'-2''
A
23
25
27
28
12'-7''
A
27
27
29
31
11'-5''
A
26
26
27
29
5
3'-7''
A
4'-3''
B
19
22
24
25
8'-0''
C
23
25
27
28
7'-5''
C
22
24
25
27
5.5
12'-4''
A
7'-8''
A
23
25
26
28
11'-11''
A
27
27
29
30
10'-10''
A
26
26
27
29
5.5
3'-3''
A
3'-11''
B
19
22
23
25
7'-6''
C
23
25
26
28
7'-0''
C
23
23
25
27
6
11'-4''
A
7'-3''
A
23
24
26
28
11'-4''
A
27
27
28
30
10'-3''
A
26
26
27
28
6
3'-0''
A
3'-7''
B
19
21
23
25
7'-1''
C
23
24
26
27
6'-7''
C
23
23
25
26
6.5
10'-5''
A
6'-10''
A
24
24
26
27
10'-9''
B
28
28
28
30
9'-10''
A
27
27
27
28
6.5
2'-9''
A
3'-3''
B
19
22
23
25
6'-8''
D
23
24
26
27
6'-3''
C
23
23
25
26
7
9'-8''
A
6'-6''
A
24
24
26
27
10'-4''
B
28
28
28
29
9'-5''
A
27
27
27
28
7
2'-7''
A
3'-1''
B
19
22
24
25
6'-4''
D
24
24
25
27
5'-11''
C
23
23
24
26
7.5
9'-1''
A
6'-2''
A
24
24
25
27
9'-10''
B
28
28
28
29
9'-0''
A
27
27
27
28
7.5
2'-5''
A
2'-10''
B
19
22
24
25
6'-0''
D
24
24
25
27
5'-8''
C
23
23
24
26
8
8.5
8'-6''
8'-0''
A
A
5'-10''
5'-7''
A
A
24
24
24
24
25
25
27
26
9'-6''
9'-1''
B
B
28
28
28
28
28
28
29
29
8'-8''
8'-4''
B
B
27
28
27
28
27
28
28
28
8
8.5
2'-3''
2'-1''
A
A
2'-8''
2'-6''
B
B
19
19
23
23
24
24
26
26
5'-9''
5'-6''
D
D
24
24
24
24
25
25
26
26
5'-5''
5'-2''
D
D
23
24
23
24
24
24
26
26
9
7'-6''
A
5'-4''
A
24
24
25
26
8'-9''
B
29
29
29
29
8'-1''
B
28
28
28
28
9.5
7'-2''
A
5'-2''
A
24
24
25
26
8'-6''
B
29
29
29
29
7'-10''
B
28
28
28
28
10
11
6'-9''
6'-2''
A
A
4'-11''
4'-7''
A
A
25
25
25
25
25
26
27
27
8'-2''
7'-8''
B
B
29
29
29
29
29
29
29
29
7'-7''
7'-1''
B
B
28
29
28
29
28
29
28
29
110 MPH EXPOSURE C
60
110 MPH EXPOSURE B
3
4'-1''
A
4'-9''
B
16
23
24
26
8'-8''
C
20
25
27
28
8'-0''
C
19
24
26
27
3.5
4
3'-6''
3'-0''
A
A
4'-1''
3'-7''
B
B
16
16
22
22
24
23
25
25
7'-10''
7'-2''
C
C
20
20
25
24
26
26
28
27
7'-3''
6'-8''
C
C
20
20
24
23
25
25
27
26
4.5
2'-8''
A
3'-2''
B
16
21
23
24
6'-7''
D
21
24
26
27
6'-2''
C
20
23
24
26
20
3
11'-10''
A
9'-1''
A
18
23
25
26
14'-10''
B
21
26
28
29
13'-4''
B
20
24
26
27
5
2'-5''
A
2'-11''
B
16
21
22
24
6'-1''
D
21
24
25
27
5'-9''
C
20
23
24
26
LIVE
3.5
10'-2''
A
8'-2''
A
18
23
24
26
13'-7''
B
22
26
27
29
12'-3''
B
21
24
26
27
5.5
2'-2''
A
2'-7''
B
16
21
23
24
5'-8''
D
21
23
25
26
5'-4''
D
21
22
24
25
4
8'-11''
A
7'-6''
A
18
23
24
25
12'-7''
C
22
25
27
28
11'-5''
B
21
24
25
27
6
2'-0''
A
2'-5''
B
16
21
23
25
5'-3''
D
21
23
25
26
5'-0''
D
21
22
24
25
4.5
5
7'-11''
7'-1''
A
A
6'-11''
6'-5''
A
A
19
19
22
22
24
23
25
25
11'-9''
11'-0''
C
C
22
23
25
24
26
26
28
27
10'-8''
10'-0''
B
C
22
22
23
23
25
25
26
26
6.5
7
1'-10''
1'-9''
A
A
2'-2''
2'-1''
B
B
16
16
22
22
23
24
25
25
4'-11''
4'-8''
D
D
21
21
23
22
24
24
26
26
4'-9''
4'-6''
D
D
21
21
22
22
23
24
25
25
5.5
6'-5''
A
5'-11''
A
19
22
23
24
10'-5''
C
23
24
26
27
9'-6''
C
22
23
24
26
6
6.5
5'-11''
5'-5''
A
A
5'-7''
5'-3''
A
A
19
19
21
21
23
23
24
24
9'-10''
9'-5''
C
C
23
23
24
24
25
25
27
27
9'-0''
8'-7''
C
C
23
23
23
23
24
24
25
25
OVERHANG
7
5'-1''
A
5'-0''
A
19
21
22
24
8'-11''
C
24
24
25
26
8'-3''
C
23
23
24
25
(FT)
8'
9'
10'
11'
12'
13'
14'
15'
16'
17'
18'
19'
20'
21'
22'
7.5
4'-9''
A
4'-8''
A
20
21
22
24
8'-7''
C
24
24
25
26
7'-10''
C
23
23
23
25
0'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
8
4'-5''
A
4'-5''
A
20
21
22
24
8'-2''
C
24
24
25
26
7'-7''
C
23
23
23
25
1'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
8.5
4'-2''
A
4'-2''
A
20
21
22
24
7'-10''
C
24
24
24
26
7'-3''
C
24
24
24
25
2'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
9
9.5
3'-11''
3'-9''
A
A
3'-11''
3'-9''
A
A
20
20
21
21
23
23
24
24
7'-7''
7'-3''
C
C
24
24
24
24
24
24
26
25
7'-0''
6'-9''
C
C
24
24
24
24
24
24
24
24
3'
4'
5.5'
6'
6'
6.5'
6.5'
7'
7'
7.5'
7.5'
8'
8'
8.5'
8.5'
9'
9'
9.5'
9.5'
10'
10'
10.5'
10.5'
11'
11'
11.5'
11.5'
12'
12'
12.5'
12.5'
13'
5'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
12.5'
13'
13.5'
110 MPH EXPOSURE C
20
3
11'-10''
A
9'-1''
A
20
25
27
29
14'-10''
B
24
28
30
32
13'-4''
B
23
27
28
30
LIVE
3.5
10'-2''
A
8'-2''
A
20
25
27
28
13'-7''
B
24
28
30
31
12'-3''
B
23
26
28
29
4
8'-11''
A
7'-6''
A
21
25
26
28
12'-7''
C
25
27
29
31
11'-5''
B
24
26
27
29
4.5
5
7'-11''
7'-1''
A
A
6'-11''
6'-5''
A
A
21
21
24
24
26
25
27
27
11'-9''
11'-0''
C
C
25
25
27
27
29
28
30
30
10'-8''
10'-0''
B
C
24
25
25
25
27
27
29
28
5.5
6'-5''
A
5'-11''
A
21
23
25
27
10'-5''
C
26
26
28
29
9'-6''
C
25
25
26
28
6
5'-11''
A
5'-7''
A
22
23
25
26
9'-10''
C
26
26
28
29
9'-0''
C
25
25
26
28
6.5
5'-5''
A
5'-3''
A
22
23
25
C
26
26
27
29
8'-7''
C
26
26
26
27
1.
2.
3.
4.
5.
6.
7.
TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
26
9'-5''
7
5'-1''
A
5'-0''
A
22
23
24
26
8'-11''
C
27
27
27
29
8'-3''
C
26
26
26
27
7.5
4'-9''
A
4'-8''
A
22
23
24
26
8'-7''
C
27
27
27
28
7'-10''
C
26
26
26
27
8
4'-5''
A
4'-5''
A
22
23
24
26
8'-2''
C
27
27
27
28
7'-7''
C
26
26
26
27
8.5
9
4'-2''
3'-11''
A
A
4'-2''
3'-11''
A
A
22
22
23
23
24
25
26
26
7'-10''
7'-7''
C
C
27
27
27
27
27
27
28
28
7'-3''
7'-0''
C
C
26
27
26
27
26
27
27
27
9.5
3'-9''
A
3'-9''
A
22
23
25
26
7'-3''
C
27
27
27
28
6'-9''
C
27
27
27
27
10
3'-6''
A
3'-6''
A
22
23
25
27
7'-0''
C
28
28
28
28
6'-7''
C
27
27
27
27
GENERAL INSTRUCTIONS FOR THESE TABLES
CHOOSE FREESTANDING OR ATTACHED STRUCTURE
CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2
CHOOSE A HEADER FROM TABLE 3.1 THAT HAS ADEQUATE
POST SPACING.
USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.1
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 3.3 Post Requirements
for Attached Single Span Structures
Post Description
Max POST
Hgt Code
0.042"x3"x8" Aluminum Post
11'
B
0.024"Post with Sideplates
12'
B
Clover 0.030"x3"x3" Alum
11'
B
Clover 0.040"x3"x3" Alum
12'
B
Colonial 0.062" Extruded
12'
C
0.041"x3"x3" Steel Clover
12'
D
0.041"x3"x3" Steel Clover
8'
E
3/16"x3"x3" Steel Square
15'
H
1/4""x3"x3" Steel Square
15'
I
3/16"x4"x4" Steel Square
15'
J
1/2"x4"x4" Steel Square
15'
K
Detail
L1
L24
L11
L11
AE
L11
L11
L21
L21
L21
L21
TABLE 3.4
Post Requirements for
Freestanding Structures or Multispan Attached Structures
Post Description
Maximum
Max POST
Footing
Height Code Detail #
0.041"x3"x3" Steel Clover
d= 20''
9'
B
L11
0.041"x3"x3" Steel Clover
d= 21''
8'
B
L11
3/16"x3"x3" Steel Square
d= 28''
12'
C
L21
3/16"x3"x3" Steel Square
d= 28''
8'
D
L21
1/4""x3"x3" Steel Square
d= 28''
12'
D
L21
3/16"x4"x4" Steel Square
d= 28''
12'
E
L21
1/2"x4"x4" Steel Square
d= 37''
12'
D
L21
1/2"x4"x4" Steel Square
d= 31''
15'
D
L21
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 3.1 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
Amerimax Building Products
FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4
5208 Tennyson Parkway
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6
Plano, Texas 75024
10. USE THE APPROPRIATE DETAILS (L1-L29). DETAILS MAY REQUIRE POST TO UPGRADED.
Carl Putnam, P. E.
11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.1
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnam@comcast.net
SLAB 9. FOLLOW 9-11 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 12 of 60
LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS
12 Ga 3"x8" Steel C Beam (Detail L18)
16 Ga 3"x8" Steel C Beam (Detail L18)
TABLE 3.5
Attached Single
Freestanding or
Attached Single Freestanding or
Span Structure
Multispan Units
Span Structure
Multispan Units
GROUND
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
SPACING
FOR
ON SLAB
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
Double 12 Ga 3"x8" Steel C (Detail L8)
Attached Single
Freestanding or
Span Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 3.5
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
12 Ga 3"x8" Steel C Beam (Detail L18)
Attached Single Freestanding or
Span Structure Multispan Units
GROUND
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
(PSF)
110 MPH EXPOSURE B
SPACING FOR
ON SLAB SLAB
(FT)
MAX POST LENGTH
MIN
SPACING POST
(FT)
16 Ga 3"x8" Steel C Beam (Detail L18)
Attached Single Freestanding or
Span Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
Double 12 Ga 3"x8" Steel C (Detail L8)
Attached Single Freestanding or
Span Structure Multispan Units
TYPE
SIZE
"d"
(in)
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
110 MPH EXPOSURE B
10
5
13'-7''
A
27'-9''
C
31
31
33
35
20'-3''
C
28
28
31
33
30'-0''
C
32
32
32
35
LIVE
5.5
12'-4''
A
26'-11''
C
31
31
33
35
19'-0''
C
28
28
31
33
30'-0''
D
33
33
33
35
25
5
5'-9''
A
22'-0''
D
28
28
32
34
12'-7''
C
24
25
28
30
28'-5''
E
31
31
32
34
5.5
5'-2''
A
20'-9''
D
29
29
31
33
11'-7''
C
24
25
28
30
27'-7''
E
32
32
32
34
6
11'-4''
A
26'-2''
C
32
32
33
35
17'-11''
C
28
28
30
32
30'-0''
D
34
34
34
35
6
4'-9''
A
19'-8''
D
29
29
31
33
10'-7''
C
24
24
27
29
26'-9''
E
32
32
32
34
6.5
10'-5''
A
25'-5''
D
33
33
33
35
17'-0''
C
29
29
30
32
30'-0''
D
34
34
34
35
6.5
4'-5''
A
18'-8''
D
29
29
31
33
9'-10''
C
24
24
27
29
26'-1''
E
33
33
33
34
7
9'-8''
A
24'-10''
D
33
33
33
35
16'-2''
C
29
29
30
32
30'-0''
D
35
35
35
35
7
4'-1''
A
17'-10''
D
30
30
30
32
9'-1''
C
24
24
26
28
25'-5''
E
33
33
33
7.5
9'-1''
A
24'-3''
D
34
34
34
34
15'-5''
C
29
29
29
31
30'-0''
D
36
36
36
36
7.5
3'-10''
A
17'-1''
D
30
30
30
32
8'-6''
C
24
24
26
28
24'-10''
E
34
34
34
34
8
8'-6''
A
23'-9''
D
34
34
34
34
14'-9''
C
29
29
29
31
29'-11''
D
37
37
37
37
8
3'-7''
A
16'-5''
D
30
30
30
32
8'-0''
C
24
24
26
28
24'-4''
E
34
34
34
34
8.5
8'-0''
A
23'-3''
D
35
35
35
35
14'-1''
C
29
29
29
31
29'-4''
D
37
37
37
37
8.5
3'-4''
A
15'-9''
D
30
30
30
31
7'-6''
C
24
24
25
27
23'-10''
E
35
35
35
35
9
7'-6''
A
22'-10''
D
35
35
35
35
13'-7''
C
29
29
29
30
28'-9''
D
38
38
38
38
9
3'-2''
A
15'-2''
D
31
31
31
31
7'-1''
C
24
24
25
27
23'-5''
E
35
35
35
35
36
33
9.5
7'-2''
A
22'-5''
D
36
36
36
36
13'-1''
C
30
30
30
30
28'-3''
D
38
38
38
38
9.5
3'-0''
A
14'-8''
E
31
31
31
31
6'-9''
C
24
24
25
27
23'-0''
E
36
36
36
10
6'-9''
A
22'-0''
D
36
36
36
36
12'-7''
C
30
30
30
30
27'-9''
D
39
39
39
39
10
2'-10''
A
14'-2''
E
31
31
31
31
6'-5''
C
24
24
25
27
22'-7''
E
36
36
36
36
10.5
6'-5''
A
21'-4''
D
36
36
36
36
12'-1''
C
30
30
30
30
27'-4''
D
39
39
39
39
10.5
2'-8''
A
13'-9''
E
31
31
31
31
6'-1''
C
24
24
25
27
22'-3''
E
37
37
37
37
11
2'-7''
A
13'-3''
E
31
31
31
31
5'-10''
C
24
24
25
27
21'-10''
E
37
37
37
37
11.5
2'-6''
A
12'-11''
E
31
31
31
31
5'-7''
C
24
24
25
27
21'-7''
E
37
37
37
37
11
6'-2''
A
20'-9''
D
36
36
36
36
11'-7''
C
30
30
30
30
26'-11''
D
40
40
40
40
11.5
5'-11''
A
20'-2''
D
37
37
37
37
11'-1''
C
30
30
30
30
26'-6''
D
40
40
40
40
12
5'-8''
A
19'-8''
D
37
37
37
37
10'-7''
C
30
30
30
30
26'-2''
D
40
40
40
40
13
5'-2''
A
18'-8''
D
37
37
37
37
9'-10''
C
30
30
30
30
25'-5''
E
41
41
41
41
14
15
4'-10''
4'-6''
A
A
17'-10''
17'-1''
D
D
37
38
37
38
37
38
37
38
9'-1''
8'-6''
C
C
30
30
30
30
30
30
30
30
24'-10''
24'-3''
E
E
42
42
42
42
42
42
42
42
6.5
4'-5''
A
18'-8''
D
33
33
20'-3''
C
29
29
32
34
30'-0''
C
33
33
34
36
7
4'-1''
A
17'-10''
D
33
33
110 MPH EXPOSURE C
25
100 MPH EXPOSURE C
10
5
13'-7''
A
28'-5''
C
33
33
35
37
LIVE
5.5
12'-4''
A
27'-6''
C
33
33
35
5
5'-9''
A
22'-0''
D
32
32
34
37
12'-7''
C
27
27
31
33
28'-5''
E
35
35
35
37
5.5
6
5'-2''
4'-9''
A
A
20'-9''
19'-8''
D
D
32
33
32
33
34
34
36
36
11'-7''
10'-7''
C
C
27
27
27
27
30
30
32
32
27'-7''
26'-9''
E
E
36
36
36
36
36
36
37
37
33
35
9'-10''
C
27
27
29
31
26'-1''
E
37
37
37
37
33
35
9'-1''
C
27
27
29
31
25'-5''
E
38
38
38
38
37
19'-0''
C
29
29
32
34
30'-0''
D
34
34
34
36
7.5
3'-10''
A
17'-1''
D
34
34
34
35
8'-6''
C
27
27
28
30
24'-10''
E
38
38
38
38
6
11'-4''
A
26'-9''
C
34
34
34
36
17'-11''
C
30
30
31
33
30'-0''
D
35
35
35
36
8
3'-7''
A
16'-5''
D
34
34
34
34
8'-0''
C
27
27
28
30
24'-4''
E
39
39
39
39
6.5
10'-5''
A
26'-0''
D
35
35
35
36
17'-0''
C
30
30
31
33
30'-0''
D
36
36
36
36
8.5
3'-4''
A
15'-9''
D
34
34
34
34
7'-6''
C
27
27
28
30
23'-10''
E
39
39
39
39
7
9'-8''
A
25'-4''
D
35
35
35
36
16'-2''
C
30
30
31
33
30'-0''
D
37
37
37
37
9
3'-2''
A
15'-2''
D
34
34
34
34
7'-1''
C
27
27
27
29
23'-5''
E
40
40
40
40
7.5
9'-1''
A
24'-10''
D
36
36
36
36
15'-5''
C
30
30
30
32
30'-0''
D
38
38
38
38
9.5
3'-0''
A
14'-8''
E
35
35
35
35
6'-9''
C
27
27
27
29
23'-0''
E
40
40
40
40
8
8'-6''
A
24'-3''
D
36
36
36
36
14'-9''
C
31
31
31
32
30'-0''
D
39
39
39
39
10
2'-10''
A
14'-2''
E
35
35
35
35
6'-5''
C
27
27
27
29
22'-7''
E
41
41
41
41
8.5
8'-0''
A
23'-9''
D
37
37
37
37
14'-1''
C
31
31
31
32
30'-0''
D
40
40
40
40
10.5
2'-8''
A
13'-9''
E
35
35
35
35
6'-1''
C
27
27
27
29
22'-3''
E
41
41
41
41
9
7'-6''
A
23'-4''
D
37
37
37
37
13'-7''
C
31
31
31
32
29'-5''
D
40
40
40
40
9.5
7'-2''
A
22'-8''
D
37
37
37
37
13'-1''
C
31
31
31
31
28'-11''
D
41
41
41
41
10
6'-9''
A
22'-0''
D
38
38
38
38
12'-7''
C
31
31
31
31
28'-5''
D
41
41
41
41
11
2'-7''
A
13'-3''
E
35
35
35
35
5'-10''
C
27
27
27
29
21'-10''
E
41
41
41
41
11.5
2'-6''
A
12'-11''
E
35
35
35
35
5'-7''
C
27
27
27
29
21'-7''
E
42
42
42
42
37
110 MPH EXPOSURE C
10.5
6'-5''
A
21'-4''
D
38
38
38
38
12'-1''
C
31
31
31
31
27'-11''
D
42
42
42
42
5
4'-10''
A
19'-9''
D
31
31
34
36
10'-8''
C
25
26
30
32
26'-9''
E
34
34
35
11
6'-2''
A
20'-9''
D
38
38
38
38
11'-7''
C
31
31
31
31
27'-6''
D
42
42
42
42
30
5.5
4'-4''
A
18'-7''
D
31
31
33
35
9'-9''
C
25
26
29
31
25'-11''
E
35
35
35
36
11.5
5'-11''
A
20'-2''
D
38
38
38
38
11'-1''
C
31
31
31
31
27'-1''
D
42
42
42
42
6
4'-0''
A
17'-7''
D
32
32
33
35
8'-11''
C
25
25
29
31
25'-2''
E
36
36
36
36
12
5'-8''
A
19'-8''
D
39
39
39
39
10'-7''
C
31
31
31
31
26'-9''
D
43
43
43
43
6.5
3'-8''
A
16'-9''
D
32
32
32
35
8'-3''
C
25
25
28
30
24'-6''
E
36
36
36
36
13
5'-2''
A
18'-8''
D
39
39
39
39
9'-10''
C
31
31
31
31
26'-0''
E
44
44
44
44
7
3'-5''
A
15'-11''
D
32
32
32
34
7'-8''
C
25
25
28
30
23'-11''
E
37
37
37
37
14
15
4'-10''
4'-6''
A
A
17'-10''
17'-1''
D
D
39
40
39
40
39
40
39
40
9'-1''
8'-6''
C
C
31
32
31
32
31
32
31
32
25'-4''
24'-10''
E
E
44
45
44
45
44
45
44
45
7.5
8
3'-2''
3'-0''
A
A
15'-3''
14'-7''
D
E
32
33
32
33
32
33
34
34
7'-2''
6'-9''
C
C
25
25
25
25
28
27
30
29
23'-5''
22'-11''
E
E
37
38
37
38
37
38
37
38
8.5
2'-10''
A
14'-1''
E
33
33
33
33
6'-4''
C
25
25
27
29
22'-5''
E
38
38
38
38
20'-3''
C
30
30
33
35
30'-0''
C
34
34
35
37
9
2'-8''
A
13'-6''
E
33
33
33
33
6'-0''
C
25
25
27
29
22'-0''
E
39
39
39
39
105 MPH EXPOSURE C
10
5
13'-7''
A
25'-7''
C
33
33
35
37
LIVE
5.5
12'-4''
A
24'-10''
C
33
33
35
37
19'-0''
C
30
30
33
35
30'-0''
D
35
35
35
37
9.5
2'-6''
A
13'-0''
E
33
33
33
33
5'-8''
C
25
25
26
28
21'-7''
E
39
39
39
39
6
11'-4''
A
24'-1''
C
34
34
34
37
17'-11''
C
31
31
32
34
30'-0''
D
36
36
36
37
10
2'-5''
A
12'-7''
E
33
33
33
33
5'-5''
C
25
25
27
29
21'-3''
E
40
40
40
40
6.5
7
10'-5''
9'-8''
A
A
23'-6''
22'-11''
C
C
35
35
35
35
35
35
36
36
17'-0''
16'-2''
C
C
31
31
31
31
32
32
34
34
29'-7''
28'-10''
D
D
37
38
37
38
37
38
37
38
10.5
11
2'-3''
2'-2''
A
A
12'-2''
11'-10''
E
E
34
34
34
34
34
34
34
34
5'-1''
4'-11''
C
C
25
25
25
25
27
27
29
29
20'-11''
20'-7''
E
E
40
41
40
41
40
41
40
41
7.5
9'-1''
A
22'-4''
D
36
36
36
36
15'-5''
C
31
31
31
33
28'-2''
D
38
38
38
38
8
8'-6''
A
21'-11''
D
36
36
36
36
14'-9''
C
32
32
32
33
27'-7''
D
39
39
39
39
5
4'-10''
A
19'-9''
D
27
28
31
33
10'-8''
C
22
24
27
29
8.5
8'-0''
A
21'-5''
D
37
37
37
37
14'-1''
C
32
32
32
33
27'-0''
D
40
40
40
40
5.5
4'-4''
A
18'-7''
D
28
28
31
32
9'-9''
C
22
24
27
29
9
7'-6''
A
21'-1''
D
37
37
37
37
13'-7''
C
32
32
32
32
26'-6''
D
40
40
40
40
6
4'-0''
A
17'-7''
D
28
28
30
32
8'-11''
C
22
23
26
28
110 MPH EXPOSURE B
30
9.5
7'-2''
A
20'-8''
D
38
38
38
38
13'-1''
C
32
32
32
32
26'-1''
D
41
41
41
41
6.5
3'-8''
A
16'-9''
D
28
28
30
32
8'-3''
C
22
23
26
28
10
6'-9''
A
20'-4''
D
38
38
38
38
12'-7''
C
32
32
32
32
25'-7''
D
41
41
41
41
7
3'-5''
A
15'-11''
D
29
29
30
31
7'-8''
C
22
23
26
27
10.5
6'-5''
A
20'-0''
D
38
38
38
38
12'-1''
C
32
32
32
32
25'-2''
D
41
41
41
41
7.5
3'-2''
A
15'-3''
D
29
29
29
31
7'-2''
C
22
22
25
27
11
6'-2''
A
19'-8''
D
39
39
39
39
11'-7''
C
33
33
33
33
24'-10''
D
42
42
42
42
8
3'-0''
A
14'-7''
E
29
29
29
31
6'-9''
C
22
22
25
27
11.5
5'-11''
A
19'-5''
D
39
39
39
39
11'-1''
C
33
33
33
33
24'-5''
D
42
42
42
42
8.5
2'-10''
A
14'-1''
E
29
29
29
31
6'-4''
C
22
22
25
27
12
5'-8''
A
19'-1''
D
40
40
40
40
10'-7''
C
33
33
33
33
24'-1''
D
43
43
43
43
9
2'-8''
A
13'-6''
E
29
29
29
30
6'-0''
C
22
22
24
26
13
5'-2''
A
18'-7''
D
40
40
40
40
9'-10''
C
33
33
33
33
23'-6''
D
43
43
43
43
9.5
2'-6''
A
13'-0''
E
30
30
30
30
5'-8''
C
22
22
24
26
14
15
4'-10''
4'-6''
A
A
17'-10''
17'-1''
D
D
41
41
41
41
41
41
41
41
9'-1''
8'-6''
C
C
33
33
33
33
33
33
33
33
22'-11''
22'-4''
D
E
44
45
44
45
44
45
44
45
10
10.5
2'-5''
2'-3''
A
A
12'-7''
12'-2''
E
E
30
30
30
30
30
30
30
30
5'-5''
5'-1''
C
C
22
22
22
22
24
25
26
27
11
2'-2''
A
11'-10''
E
30
30
30
30
4'-11''
C
22
22
25
27
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 13 of 60
LATTICE COVER 3.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS
12 Ga 3"x8" Steel C Beam (Detail L18)
16 Ga 3"x8" Steel C Beam (Detail L18)
TABLE 3.5
Attached Single
Freestanding or
Attached Single Freestanding or
Span Structure
Multispan Units
Span Structure
Multispan Units
GROUND
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
SPACING
FOR
ON SLAB
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
Double 12 Ga 3"x8" Steel C (Detail L8)
Attached Single
Freestanding or
Span Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 3.5
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
12 Ga 3"x8" Steel C Beam (Detail L18)
Attached Single Freestanding or
Span Structure Multispan Units
GROUND
TRIB
MAX
POST
MAX
SNOW
WIDTH
POST
REQ'D
POST
LOAD
(FT)
(PSF)
110 MPH EXPOSURE C
SPACING FOR
ON SLAB SLAB
(FT)
MAX POST LENGTH
MIN
SPACING POST
(FT)
16 Ga 3"x8" Steel C Beam (Detail L18)
Attached Single Freestanding or
Span Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
Double 12 Ga 3"x8" Steel C (Detail L8)
Attached Single Freestanding or
Span Structure Multispan Units
TYPE
SIZE
"d"
(in)
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN
FOOTER
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
110 MPH EXPOSURE C
10
5
13'-7''
A
24'-10''
C
33
33
35
38
20'-3''
C
31
31
34
36
30'-0''
C
35
35
35
38
LIVE
5.5
12'-4''
A
24'-1''
C
34
34
35
37
19'-0''
C
31
31
33
36
30'-0''
D
37
37
37
38
40
5
3'-7''
A
16'-7''
D
29
29
32
35
8'-1''
C
23
25
28
30
24'-4''
E
33
33
34
36
5.5
3'-3''
A
15'-7''
D
29
29
32
34
7'-5''
C
23
24
28
30
23'-7''
E
34
34
34
36
36
6
11'-4''
A
23'-4''
C
35
35
35
37
17'-11''
C
32
32
33
35
29'-5''
D
37
37
37
37
6
3'-0''
A
14'-9''
E
30
30
32
34
6'-9''
C
23
24
27
29
22'-11''
E
34
34
34
6.5
10'-5''
A
22'-9''
C
35
35
35
37
17'-0''
C
32
32
33
35
28'-8''
D
38
38
38
38
6.5
2'-9''
A
13'-11''
E
30
30
31
33
6'-3''
C
23
24
27
29
22'-3''
E
35
35
35
35
7
9'-8''
A
22'-2''
C
36
36
36
37
16'-2''
C
32
32
32
34
28'-0''
D
39
39
39
39
7
2'-7''
A
13'-3''
E
30
30
31
33
5'-10''
C
23
23
27
29
21'-9''
E
36
36
36
36
7.5
9'-1''
A
21'-8''
D
36
36
36
37
15'-5''
C
33
33
33
34
27'-4''
D
39
39
39
39
7.5
2'-5''
A
12'-8''
E
30
30
31
33
5'-5''
C
23
23
26
28
21'-3''
E
36
36
36
36
8
8'-6''
A
21'-3''
D
37
37
37
37
14'-9''
C
33
33
33
34
26'-9''
D
40
40
40
40
8
2'-3''
A
12'-2''
E
31
31
31
32
5'-1''
C
23
23
26
28
20'-9''
E
37
37
37
37
8.5
8'-0''
A
20'-10''
D
37
37
37
37
14'-1''
C
33
33
33
33
26'-3''
D
40
40
40
40
8.5
2'-1''
A
11'-8''
E
31
31
31
32
4'-10''
C
23
23
26
28
20'-4''
E
37
37
37
37
9
7'-6''
A
20'-5''
D
38
38
38
38
13'-7''
C
33
33
33
33
25'-9''
D
41
41
41
41
9
2'-0''
A
11'-2''
E
31
31
31
32
4'-6''
C
23
23
26
28
20'-0''
H
38
38
38
38
9.5
7'-2''
A
20'-0''
D
38
38
38
38
13'-1''
C
33
33
33
33
25'-3''
D
41
41
41
41
9.5
1'-11''
A
10'-9''
E
31
31
31
32
4'-3''
C
23
23
26
28
19'-8''
H
38
38
38
38
10
10.5
6'-9''
6'-5''
A
A
19'-8''
19'-5''
D
D
39
39
39
39
39
39
39
39
12'-7''
12'-1''
C
C
33
34
33
34
33
34
33
34
24'-10''
24'-5''
D
D
42
42
42
42
42
42
42
42
10
10.5
1'-9''
1'-8''
A
A
10'-5''
10'-0''
E
E
31
32
31
32
31
32
32
32
4'-1''
3'-11''
C
C
23
23
23
24
27
27
29
29
19'-4''
19'-0''
H
H
39
39
39
39
39
39
39
39
11
6'-2''
A
19'-1''
D
40
40
40
40
11'-7''
C
34
34
34
34
24'-1''
D
43
43
43
43
11.5
5'-11''
A
18'-10''
D
40
40
40
40
11'-1''
C
34
34
34
34
23'-8''
D
43
43
43
43
12
13
5'-8''
5'-2''
A
A
18'-6''
17'-11''
D
D
40
41
40
41
40
41
40
41
10'-7''
9'-10''
C
C
34
34
34
34
34
34
34
34
23'-4''
22'-9''
D
D
44
44
44
44
44
44
44
44
110 MPH EXPOSURE C
60
110 MPH EXPOSURE B
20
5
7'-1''
A
22'-7''
D
29
29
32
34
13'-0''
C
24
25
28
30
LIVE
5.5
6'-5''
A
21'-4''
D
29
29
31
33
12'-1''
C
24
25
28
6
5'-11''
A
20'-3''
D
29
29
31
33
11'-1''
C
24
24
27
6.5
7
5'-5''
5'-1''
A
A
19'-3''
18'-4''
D
D
30
30
30
30
31
30
33
32
10'-3''
9'-6''
C
C
24
24
24
24
7.5
4'-9''
A
17'-7''
D
30
30
30
32
8'-11''
C
24
8
8.5
4'-5''
4'-2''
A
A
16'-11''
16'-3''
D
D
31
31
31
31
31
31
32
32
8'-4''
7'-10''
C
C
24
24
9
3'-11''
A
15'-8''
D
31
31
31
31
7'-5''
C
9.5
3'-9''
A
15'-1''
D
31
31
31
31
7'-1''
5
2'-5''
A
12'-9''
E
27
27
31
33
5'-6''
C
20
23
26
28
21'-3''
E
32
32
33
35
5.5
6
2'-2''
2'-0''
A
A
11'-11''
11'-3''
E
E
27
27
27
27
30
30
32
32
5'-0''
4'-7''
C
C
20
20
23
22
26
26
28
28
20'-7''
20'-0''
E
H
32
33
32
33
33
33
35
35
6.5
1'-10''
A
10'-8''
E
27
27
30
32
4'-3''
C
20
22
25
27
19'-6''
H
33
33
33
34
1'-9''
A
10'-1''
E
28
28
29
31
3'-11''
C
20
22
25
27
19'-0''
H
34
34
34
34
30'-0''
D
32
32
32
35
7
30
29'-9''
D
33
33
33
34
7.5
1'-7''
A
9'-7''
E
28
28
29
31
3'-8''
C
20
22
25
27
18'-7''
I
35
35
35
35
29
28'-11''
E
33
33
33
34
8
1'-6''
A
9'-2''
E
28
28
29
31
3'-5''
C
20
23
26
28
18'-2''
I
35
35
35
35
27
27
29
29
28'-2''
27'-6''
E
E
34
34
34
34
34
34
34
34
8.5
9
1'-5''
1'-4''
A
A
8'-9''
8'-5''
E
E
28
28
28
28
29
28
31
30
3'-3''
3'-1''
C
C
20
20
23
23
26
26
28
28
17'-7''
17'-1''
I
I
35
36
35
36
35
36
35
36
24
26
28
26'-10''
E
35
35
35
35
24
24
26
26
28
28
26'-3''
25'-9''
E
E
35
36
35
36
35
36
35
36
OVERHANG
24
24
25
27
25'-3''
E
36
36
36
36
(FT)
8'
9'
10'
11'
12'
13'
14'
15'
16'
17'
18'
19'
20'
21'
22'
C
24
24
25
27
24'-10''
E
37
37
37
37
0'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
TABLE 3.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
10
3'-6''
A
14'-7''
D
31
31
31
31
6'-8''
C
24
24
25
27
24'-5''
E
37
37
37
37
1'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
10.5
3'-4''
A
14'-2''
D
31
31
31
31
6'-5''
C
24
24
25
27
24'-0''
E
38
38
38
38
2'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
11
11.5
3'-2''
3'-1''
A
A
13'-9''
13'-4''
D
D
32
32
32
32
32
32
32
32
6'-1''
5'-10''
C
C
24
24
24
24
25
25
27
27
23'-7''
23'-3''
E
E
38
38
38
38
38
38
38
38
3'
4'
5.5'
6'
6'
6.5'
6.5'
7'
7'
7.5'
7.5'
8'
8'
8.5'
8.5'
9'
9'
9.5'
9.5'
10'
10'
10.5'
10.5'
11'
11'
11.5'
11.5'
12'
12'
12.5'
12.5'
13'
5'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
12.5'
13'
13.5'
7'-1''
A
22'-7''
D
32
32
35
37
13'-0''
C
27
28
31
33
30'-0''
D
35
35
35
38
110 MPH EXPOSURE C
20
5
LIVE
5.5
6'-5''
A
21'-4''
D
33
33
34
36
12'-1''
C
27
27
30
32
29'-9''
D
36
36
36
38
6
5'-11''
A
20'-3''
D
33
33
34
36
11'-1''
C
27
27
30
32
28'-11''
E
37
37
37
37
6.5
7
5'-5''
5'-1''
A
A
19'-3''
18'-4''
D
D
33
34
33
34
33
34
36
35
10'-3''
9'-6''
C
C
27
27
27
27
29
29
31
31
28'-2''
27'-6''
E
E
38
38
38
38
38
38
38
38
7.5
4'-9''
A
17'-7''
D
34
34
34
35
8'-11''
C
27
27
29
31
26'-10''
E
39
39
39
39
8
4'-5''
A
16'-11''
D
34
34
34
35
8'-4''
C
27
27
28
30
26'-3''
E
40
40
40
40
8.5
4'-2''
A
16'-3''
D
34
34
34
34
7'-10''
C
27
27
28
30
9
3'-11''
A
15'-8''
D
35
35
35
35
7'-5''
C
27
27
28
30
25'-3''
E
41
41
41
41
9.5
3'-9''
A
15'-1''
D
35
35
35
35
7'-1''
C
27
27
27
29
24'-10''
E
41
41
41
41
10
3'-6''
A
14'-7''
D
35
35
35
35
6'-8''
C
27
27
27
29
24'-5''
E
42
42
42
42
10.5
11
3'-4''
3'-2''
A
A
14'-2''
13'-9''
D
D
35
36
35
36
35
36
35
36
6'-5''
6'-1''
C
C
27
27
27
27
27
27
29
29
24'-0''
23'-7''
E
E
42
43
42
43
42
43
42
43
11.5
3'-1''
A
13'-4''
D
36
36
36
36
5'-10''
C
27
27
27
29
23'-3''
E
43
43
43
43
12
2'-11''
A
12'-11''
D
36
36
36
36
5'-7''
C
27
27
27
29
22'-11''
E
43
43
43
43
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20 PSF MIN)
4. CHOOSE A RAFTER FROM SECTION 1.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 3.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2
6. CHOOSE A HEADER FROM TABLE 3.5 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 3.5
ICC ESR 1398 (2009 IBC) 10/11/2011
25'-9''
E
40
40
40
40
TABLE 3.3 Post Requirements
Attached Single Span Structures
Post Description
Max POST
Hgt
0.042"x3"x8" Aluminum Post
11'
B
0.024"Post with Sideplates
12'
B
Clover 0.030"x3"x3" Alum
11'
B
Clover 0.040"x3"x3" Alum
12'
B
Colonial 0.062" Extruded
12'
C
0.041"x3"x3" Steel Clover
12'
D
0.041"x3"x3" Steel Clover
8'
E
3/16"x3"x3" Steel Square
15'
H
1/4""x3"x3" Steel Square
15'
I
3/16"x4"x4" Steel Square
15'
J
L1
L24
L11
L11
AE
L11
L11
L21
L21
L21
TABLE 3.4
Post Requirements for
Freestanding Structures or Multispan Attached Structures
Post Description
Maximum
Max POST
Footing
Height Code Detail #
0.041"x3"x3" Steel Clover
d= 20''
9'
B
L11
0.041"x3"x3" Steel Clover
d= 21''
8'
B
L11
3/16"x3"x3" Steel Square
d= 28''
12'
C
L21
3/16"x3"x3" Steel Square
d= 28''
8'
D
L21
1/4""x3"x3" Steel Square
d= 28''
12'
D
L21
3/16"x4"x4" Steel Square
d= 28''
12'
E
L21
1/2"x4"x4" Steel Square
d= 37''
12'
D
L21
1/2"x4"x4" Steel Square
d= 31''
15'
D
L21
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 3.5 AND 3.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
Amerimax Building Products
FREESTANDING AND MULTISPAN UNITS USE TABLE 3.4
5208 Tennyson Parkway
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.6
Plano, Texas 75024
10. USE THE APPROPRIATE DETAILS (L1-L29). DETAILS MAY REQUIRE POST TO UPGRADED.
Carl Putnam, P. E.
11. ALL LATTICE NOT USING DETAIL L29 MUST COMPLY WITH TABLES L1 AND L2 ON SHEET M5
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 3.5
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnam@comcast.net
SLAB 9. FOLLOW 9-11 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 14 of 60
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 15 of 60
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 16 of 60
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 17 of 60
SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
2.5" x6" Super Six (Multispan) DetaiL N3, A
3.5"x12" Super 12 (Multispan) Detail D
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Snow Load Gauge Exposure B
Exposure C
Snow Load Gauge Exposure B
Exposure C
(psf)
(in)
85
90
85
90
(psf)
(in)
85
90
85
90
10
0.018
9'-7''
9'-7''
9'-0''
8'-6''
10
0.018
6'-4''
6'-4''
5'-9''
5'-3''
LIVE
0.024 11'-9'' 11'-9'' 11'-0'' 10'-5''
LIVE
0.024 10'-2'' 10'-2'' 9'-5''
8'-9''
0.032 14'-2'' 14'-2'' 13'-4'' 12'-7''
0.032 14'-6'' 14'-6'' 13'-6'' 12'-8''
0.036 15'-4'' 15'-4'' 14'-5'' 13'-8''
0.036 16'-0'' 16'-0'' 15'-0'' 14'-2''
20
0.018
8'-0''
8'-0''
7'-8''
7'-4''
20
0.018
4'-1''
4'-1''
3'-7''
3'-7''
LIVE
0.024 9'-10'' 9'-10'' 9'-5''
9'-0''
LIVE
0.024
8'-2''
8'-2''
7'-9''
7'-4''
0.032 11'-11'' 11'-11'' 11'-5'' 10'-11''
0.032 12'-0'' 12'-0'' 11'-5'' 10'-11''
0.036 13'-0'' 13'-0'' 12'-5'' 11'-10''
0.036 13'-6'' 13'-6'' 12'-10'' 12'-4''
25
0.018
8'-0''
7'-8''
7'-4''
7'-4''
25
0.018
4'-1''
4'-1''
3'-7''
3'-4''
0.024 9'-10'' 9'-5''
9'-0''
9'-0''
0.024
8'-2''
7'-9''
7'-4''
7'-4''
0.032 11'-11'' 11'-5'' 10'-11'' 10'-11''
0.032 12'-0'' 11'-5'' 10'-11'' 10'-11''
0.036 13'-0'' 12'-5'' 11'-10'' 11'-10''
0.036 13'-6'' 12'-10'' 12'-4'' 12'-4''
30
0.018
7'-8''
7'-4''
7'-0''
7'-0''
30
0.018 3'-10'' 3'-7''
3'-4''
3'-2''
0.024
9'-5''
9'-0''
8'-8''
8'-8''
0.024
7'-9''
7'-4'' 6'-11'' 6'-11''
0.032 11'-5'' 10'-11'' 10'-6'' 10'-6''
0.032 11'-5'' 10'-11'' 10'-5'' 10'-5''
0.036 12'-5'' 11'-10'' 11'-5'' 11'-5''
0.036 12'-10'' 12'-4'' 11'-9'' 11'-9''
40
0.018
6'-9''
6'-9''
6'-6''
6'-3''
40
0.018
3'-2''
3'-2'' 2'-10'' 2'-8''
0.024
8'-4''
8'-4''
8'-1'' 7'-10''
0.024
6'-7''
6'-7''
6'-3''
6'-0''
0.032 10'-2'' 10'-2'' 9'-10'' 9'-6''
0.032 10'-0'' 10'-0'' 9'-8''
9'-4''
0.036 11'-0'' 11'-0'' 10'-8'' 10'-4''
0.036 11'-4'' 11'-4'' 10'-11'' 10'-6''
60
0.018
5'-5''
5'-5''
5'-5''
5'-5''
60
0.018
2'-4''
2'-3''
2'-1''
2'-0''
0.024 6'-10'' 6'-10'' 6'-10'' 6'-10''
0.024 4'-11'' 4'-11'' 4'-7''
4'-6''
0.032
8'-3''
8'-3''
8'-3''
8'-3''
0.032
8'-0''
8'-0''
8'-0''
8'-0''
0.036
9'-0''
9'-0''
9'-0''
9'-0''
0.036
9'-1''
9'-1''
9'-1''
9'-1''
TABLE 4.1
TABLE 4.2
SINGLE SPAN TABLES
2.5" x6" Super Six (Single Span) Detail N3, A
3.5"x12" Super 12 (Single Span) Detail D
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Snow Load Gauge Exposure B
Exposure C
Snow Load Gauge Exposure B
Exposure C
(psf)
(in)
85
90
85
90
(psf)
(in)
85
90
85
90
10
0.018 11'-0'' 11'-0'' 8'-10'' 8'-2''
10
0.018 5'-11'' 5'-11'' 4'-1'' 3'-10''
LIVE
0.024 13'-7'' 13'-7'' 12'-9'' 12'-0''
LIVE
0.024 12'-9'' 12'-9'' 11'-11'' 11'-3''
0.032 16'-1'' 16'-1'' 15'-1'' 14'-3''
0.032 15'-0'' 15'-0'' 14'-1'' 13'-3''
0.036 17'-2'' 17'-2'' 16'-1'' 15'-3''
0.036 16'-0'' 16'-0'' 15'-0'' 14'-2''
20
0.018
8'-6''
8'-6'' 7'-10'' 7'-10''
20
0.018
4'-1'' 3'-10'' 3'-4''
3'-2''
LIVE
0.024 11'-5'' 11'-5'' 10'-11'' 10'-6''
LIVE
0.024 10'-8'' 10'-8'' 9'-1''
9'-1''
0.032 13'-7'' 13'-7'' 13'-0'' 12'-5''
0.032 12'-7'' 12'-7'' 12'-0'' 11'-6''
0.036 14'-6'' 14'-6'' 13'-10'' 13'-3''
0.036 13'-6'' 13'-6'' 12'-11'' 12'-4''
25
0.018
8'-6''
8'-6'' 7'-10'' 7'-7''
25
0.018 3'-10'' 3'-10'' 3'-4''
3'-2''
0.024 11'-5'' 10'-11'' 10'-6'' 10'-6''
0.024 10'-8'' 9'-9''
9'-1''
8'-6''
0.032 13'-7'' 13'-0'' 12'-5'' 12'-5''
0.032 12'-7'' 12'-0'' 11'-6'' 11'-6''
0.036 14'-6'' 13'-10'' 13'-3'' 13'-3''
0.036 13'-6'' 12'-11'' 12'-4'' 12'-4''
30
0.018
8'-2'' 7'-10'' 7'-7''
7'-4''
30
0.018
3'-7''
3'-4''
3'-2'' 2'-10''
0.024 10'-11'' 10'-6'' 9'-5''
9'-1''
0.024
9'-5''
9'-1''
8'-6'' 7'-11''
0.032 13'-0'' 12'-5'' 11'-11'' 11'-11''
0.032 12'-0'' 11'-6'' 11'-1'' 11'-1''
0.036 13'-10'' 13'-3'' 12'-9'' 12'-9''
0.036 12'-11'' 12'-4'' 11'-10'' 11'-10''
40
0.018
7'-4''
7'-4'' 6'-11'' 6'-9''
40
0.018
3'-2''
3'-0''
2'-8''
2'-6''
0.024
9'-1''
9'-1''
8'-7''
8'-4''
0.024 7'-11'' 7'-11'' 7'-1''
6'-8''
0.032 11'-6'' 11'-6'' 11'-2'' 10'-10''
0.032 10'-8'' 10'-8'' 9'-5''
9'-2''
0.036 12'-4'' 12'-4'' 11'-11'' 11'-7''
0.036 11'-5'' 11'-5'' 11'-1'' 10'-9''
60
0.018
6'-5''
6'-5''
6'-2''
6'-0''
60
0.018
2'-5''
2'-4''
2'-2''
2'-1''
0.024 7'-11'' 7'-11'' 7'-7''
7'-5''
0.024
6'-1''
6'-1''
5'-6''
5'-4''
0.032
9'-5''
9'-5''
9'-0'' 8'-10''
0.032
8'-9''
8'-9''
8'-4''
8'-2''
0.036 10'-1'' 10'-1'' 10'-1'' 9'-6''
0.036
9'-5''
9'-5''
9'-0''
8'-9''
ICC ESR 1398 (2009 IBC)
10/11/2011
TABLE
4.5
TABLE 4.6
2.5" x 12" Mark X (Multispan) Detail B
2"x6" Flat Panel (Multispan) Detail N2, C
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Snow Load Gauge Exposure B
Exposure C
Snow Load Gauge Exposure B
Exposure C
(psf)
(in)
85
90
85
90
(psf)
(in)
85
90
85
90
10
0.018
6'-5''
6'-5'' 5'-11'' 5'-5''
10
0.018
9'-7''
9'-7''
9'-0''
8'-6''
LIVE
0.024
9'-2''
9'-2''
8'-6'' 7'-10''
LIVE
0.024 11'-6'' 11'-6'' 10'-9'' 10'-2''
0.032 12'-2'' 12'-2'' 11'-4'' 10'-7''
0.032 13'-10'' 13'-10'' 12'-11'' 12'-3''
0.036 12'-1'' 12'-1'' 11'-3'' 10'-7''
0.036 14'-4'' 14'-4'' 13'-9'' 13'-3''
20
0.018
4'-5''
4'-5'' 3'-11'' 3'-11''
20
0.018
8'-1''
8'-1''
7'-8''
7'-4''
LIVE
0.024
7'-4''
7'-4'' 6'-11'' 6'-6''
LIVE
0.024
9'-8''
9'-8''
9'-3'' 8'-10''
0.032 9'-11'' 9'-11'' 9'-5'' 8'-11''
0.032 11'-7'' 11'-7'' 11'-1'' 10'-8''
0.036 9'-11'' 9'-11'' 9'-5''
9'-0''
0.036 12'-7'' 12'-7'' 12'-0'' 11'-6''
25
0.018
4'-5''
4'-5'' 3'-11'' 3'-9''
25
0.018
8'-1''
7'-8''
7'-4''
7'-4''
0.024
7'-4'' 6'-11'' 6'-6''
6'-6''
0.024
9'-8''
9'-3'' 8'-10'' 8'-10''
0.032 9'-11'' 9'-5'' 8'-11'' 8'-11''
0.032 11'-7'' 11'-1'' 10'-8'' 10'-8''
0.036 9'-11'' 9'-5''
9'-0''
9'-0''
0.036 12'-7'' 12'-0'' 11'-6'' 11'-6''
30
0.018
4'-2'' 3'-11'' 3'-9''
3'-6''
30
0.018
7'-8''
7'-4''
7'-1''
7'-1''
0.024 6'-11'' 6'-6''
6'-2''
6'-2''
0.024
9'-3'' 8'-10'' 8'-6''
8'-6''
0.032
9'-5'' 8'-11'' 8'-6''
8'-6''
0.032 11'-1'' 10'-8'' 10'-3'' 10'-3''
0.036
9'-5''
9'-0''
8'-7''
8'-7''
0.036 12'-0'' 11'-6'' 11'-1'' 11'-1''
40
0.018
3'-6''
3'-6''
3'-3''
3'-1''
40
0.018 6'-10'' 6'-10'' 6'-7''
6'-5''
0.024 5'-11'' 5'-11'' 5'-7''
5'-4''
0.024
8'-2''
8'-2'' 7'-11'' 7'-8''
0.032
8'-2''
8'-2'' 7'-10'' 7'-6''
0.032 9'-10'' 9'-10'' 9'-6''
9'-3''
0.036
8'-2''
8'-2'' 7'-11'' 7'-7''
0.036 10'-8'' 10'-8'' 10'-4'' 10'-0''
60
0.018 2'-10'' 2'-10'' 2'-7''
2'-4''
60
0.018
5'-7''
5'-7''
5'-7''
5'-7''
0.024
4'-5''
4'-5''
4'-1''
4'-0''
0.024
6'-8''
6'-8''
6'-8''
6'-8''
0.032
6'-4''
6'-4''
6'-4''
6'-4''
0.032
8'-1''
8'-1''
8'-1''
8'-1''
0.036
6'-5''
6'-5''
6'-5''
6'-5''
0.036
8'-9''
8'-9''
8'-9''
8'-9''
TABLE 4.3
TABLE 4.4
NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN
2.5" x 12" Mark X (Single Span) Detail B
2"x6" Flat Panel (Single Span) Detail N2, C
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Snow Load Gauge Exposure B
Exposure C
Snow Load Gauge Exposure B
Exposure C
(psf)
(in)
85
90
85
90
(psf)
(in)
85
90
85
90
10
0.018
7'-7''
7'-7'' 6'-11'' 6'-10''
10
0.018
8'-6''
8'-6''
7'-8''
7'-8''
LIVE
0.024 11'-3'' 11'-3'' 10'-6'' 9'-0''
LIVE
0.024 11'-11'' 11'-11'' 11'-2'' 10'-7''
0.032 12'-11'' 12'-11'' 12'-5'' 11'-11''
0.032 13'-10'' 13'-10'' 13'-2'' 12'-5''
0.036 13'-5'' 13'-5'' 12'-11'' 12'-5''
0.036 14'-4'' 14'-4'' 13'-9'' 13'-3''
20
0.018
6'-7''
6'-7''
6'-1''
6'-1''
20
0.018
7'-4''
7'-4'' 6'-10'' 6'-10''
LIVE
0.024
8'-7''
8'-7''
8'-0''
8'-0''
LIVE
0.024
9'-2''
9'-2''
8'-6''
8'-6''
0.032 11'-6'' 11'-6'' 11'-1'' 10'-8''
0.032 11'-10'' 11'-10'' 11'-3'' 10'-10''
0.036 12'-0'' 12'-0'' 11'-5'' 11'-0''
0.036 12'-7'' 12'-7'' 12'-0'' 11'-6''
25
0.018
6'-7''
6'-7''
6'-1'' 5'-11''
25
0.018
7'-4''
7'-4'' 6'-10'' 6'-7''
0.024
8'-7''
8'-7''
8'-0''
7'-9''
0.024
9'-2''
9'-2''
8'-6''
8'-3''
0.032 11'-6'' 11'-1'' 10'-8'' 10'-8''
0.032 11'-10'' 11'-3'' 10'-10'' 10'-10''
0.036 12'-0'' 11'-5'' 11'-0'' 11'-0''
0.036 12'-7'' 12'-0'' 11'-6'' 11'-6''
30
0.018
6'-4''
6'-1'' 5'-11'' 5'-8''
30
0.018
7'-1'' 6'-10'' 6'-7''
6'-5''
0.024
8'-3''
8'-0''
7'-9''
7'-6''
0.024 8'-10'' 8'-6''
8'-3''
8'-0''
0.032 11'-1'' 10'-8'' 9'-7''
9'-3''
0.032 11'-3'' 10'-10'' 10'-5'' 10'-5''
0.036 11'-5'' 11'-0'' 10'-7'' 10'-7''
0.036 12'-0'' 11'-6'' 11'-1'' 11'-1''
40
0.018
5'-8''
5'-8''
5'-5''
5'-3''
40
0.018
6'-5''
6'-5''
6'-0'' 5'-10''
0.024
7'-6''
7'-6''
7'-1'' 6'-10''
0.024
8'-0''
8'-0''
7'-6''
7'-4''
0.032
9'-3''
9'-3''
8'-9''
8'-6''
0.032
9'-5''
9'-5'' 8'-10'' 8'-7''
0.036
9'-6''
9'-6''
9'-0''
8'-9''
0.036 10'-8'' 10'-8'' 9'-5''
9'-2''
60
0.018 4'-10'' 4'-8''
4'-4''
4'-2''
60
0.018
5'-7''
5'-7''
5'-4''
5'-3''
0.024
6'-6''
6'-6''
6'-3''
6'-1''
0.024
7'-0''
7'-0''
6'-8''
6'-6''
0.032
8'-1''
8'-1''
7'-9''
7'-7''
0.032
8'-2''
8'-2'' 7'-10'' 7'-8''
0.036
8'-4''
8'-4''
8'-0'' 7'-10''
0.036
8'-9''
8'-9''
8'-5''
8'-2''
Page 18 of
60 4.7
TABLE
TABLE 4.8
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
(434) 384-2514
carlputnam@comcast.net
MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND #10 SCREWS
FOR PANEL/HEADER COMBINATIONS
Table 4.9
Panel # of #10 screws PER FOOT to attach panel to header
Headers Gauge 1
2
3
2
3
4
2
3
4
5
(in) 90 mph Exp B 90 mph Exp C 110 mph Exp C
Dble 2x6.625 0.018 3'
6' MAX 4' MAX MAX 3'
4' MAX MAX
RF Fascia 0.018 3' MAX MAX MAX MAX MAX MAX MAX MAX MAX
3x8 0.018 3'
6' MAX 4' MAX MAX 3'
4' MAX MAX
All Others 0.018 3'
6' MAX 4' MAX MAX 3'
4' MAX MAX
Dble 2x6.625 0.024 4'
8'
12'
6'
9' MAX 4'
6' MAX MAX
RF Fascia 0.024 4' MAX MAX MAX MAX MAX MAX MAX MAX MAX
3x8 0.024 4'
8'
12'
6'
9' MAX 4'
6' MAX MAX
All Others 0.024 4'
8'
12'
6'
9' MAX 4'
6' MAX MAX
Dble 2x6.625 0.032 5'
10' MAX 7'
11' MAX 5'
7'
10' MAX
RF Fascia 0.032 5' MAX MAX MAX MAX MAX 5' MAX MAX MAX
3x8 0.032 5'
11' MAX 8'
12' MAX 5'
8'
10' MAX
All Others 0.032 5'
11' MAX 8'
12' MAX 5'
8'
10' MAX
Dble 2x6.625 0.036 5'
10' MAX 7'
11' 15'
5'
7'
10' 12'
RF Fascia 0.036 6' MAX MAX MAX MAX MAX 5' MAX MAX MAX
3x8 0.036 6'
12' MAX 9'
13' MAX 6'
9'
12' MAX
All Others 0.036 6'
12' MAX 9'
13' MAX 6'
9'
12' MAX
'MAX' means the maximum possible tributary width
Minimum number of screws is on per panel
MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND #14 SCREWS
FOR PANEL/HEADER COMBINATIONS
Table 4.10
Panel # of #14 screws PER FOOT to attach panel to header
Headers Gauge 1
2
3
1
2
3
1
2
3
4
(in) 90 mph Exp B 90 mph Exp C 110 mph Exp C
Dble 2x6.625 0.018 4'
8' MAX 3'
5' MAX 2'
4'
5' MAX
RF Fascia 0.018 4' MAX MAX 3' MAX MAX 2' MAX MAX MAX
3x8 0.018 4'
8' MAX 3'
5' MAX 2'
4'
5' MAX
All Others 0.018 4'
8' MAX 3'
5' MAX 2'
4'
5' MAX
Dble 2x6.625 0.024 5'
10' MAX 4'
7' MAX 2'
5' MAX MAX
RF Fascia 0.024 5' MAX MAX 4' MAX MAX 2' MAX MAX MAX
3x8 0.024 5'
10' MAX 4'
7' MAX 2'
5' MAX MAX
All Others 0.024 5'
10' MAX 4'
7' MAX 2'
5' MAX MAX
Dble 2x6.625 0.032 7'
14' MAX 5'
10' MAX 3'
6'
10' MAX
RF Fascia 0.032 7' MAX MAX 5' MAX MAX 3' MAX MAX MAX
3x8 0.032 7'
14' MAX 5'
10' MAX 3'
6'
10' MAX
All Others 0.032 7'
14' MAX 5'
10' MAX 3'
6'
10' MAX
Dble 2x6.625 0.036 7'
14' MAX 5'
10' 15'
3'
6'
10' MAX
RF Fascia 0.036 7' MAX MAX 5' MAX MAX 4' MAX MAX MAX
3x8 0.036 8' MAX MAX 5'
11' MAX 4'
7'
11' MAX
All Others 0.036 8' MAX MAX 5'
11' MAX 4'
7'
11' MAX
SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES FOR HIGH WINDS
2.5" x6" Super Six (Multispan) DetaiL N3, A
3.5"x12" Super 12 (Multispan) Detail D
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Snow Load Gauge Exp B
Exposure C
Snow Load Gauge Exp B
Exposure C
(psf)
(in)
110
100
105
110
(psf)
(in)
110
100
105
110
10
0.018
8'-6''
8'-0''
7'-8''
7'-8''
10
0.018
5'-3'' 3'-10'' 3'-7''
3'-4''
LIVE
0.024 10'-5'' 9'-10'' 9'-5''
9'-5''
LIVE
0.024
8'-9''
8'-2''
7'-9''
7'-9''
0.032 12'-7'' 11'-11'' 11'-5'' 11'-5''
0.032 12'-8'' 12'-0'' 11'-5'' 11'-5''
0.036 13'-8'' 13'-0'' 12'-5'' 12'-5''
0.036 14'-2'' 13'-6'' 12'-10'' 12'-10''
20
0.018
7'-4''
7'-0''
6'-9''
6'-9''
20
0.018
3'-4''
3'-2''
3'-0'' 2'-10''
LIVE
0.024
9'-0''
8'-8''
8'-4''
8'-4''
LIVE
0.024
7'-4'' 6'-11'' 6'-7''
6'-7''
0.032 10'-11'' 10'-6'' 10'-2'' 10'-2''
0.032 10'-11'' 10'-5'' 10'-0'' 10'-0''
0.036 11'-10'' 11'-5'' 11'-0'' 11'-0''
0.036 12'-4'' 11'-9'' 11'-4'' 11'-4''
25
0.018
7'-4''
7'-0''
6'-9''
6'-6''
25
0.018
3'-4''
3'-0'' 2'-10'' 2'-8''
0.024
9'-0''
8'-8''
8'-4''
8'-1''
0.024
7'-4'' 6'-11'' 6'-7''
6'-3''
0.032 10'-11'' 10'-6'' 10'-2'' 9'-10''
0.032 10'-11'' 10'-5'' 10'-0'' 9'-8''
0.036 11'-10'' 11'-5'' 11'-0'' 10'-8''
0.036 12'-4'' 11'-9'' 11'-4'' 10'-11''
30
0.018
6'-9''
6'-6''
6'-6''
6'-3''
30
0.018
3'-0'' 2'-10'' 2'-8''
2'-7''
0.024
8'-4''
8'-1''
8'-1'' 7'-10''
0.024
6'-7''
6'-3''
6'-3''
6'-0''
0.032 10'-2'' 9'-10'' 9'-10'' 9'-6''
0.032 10'-0'' 9'-8''
9'-8''
9'-4''
0.036 11'-0'' 10'-8'' 10'-8'' 10'-4''
0.036 11'-4'' 10'-11'' 10'-11'' 10'-6''
40
0.018
6'-3''
6'-1'' 5'-11'' 5'-11''
40
0.018
2'-8''
2'-7''
2'-1''
2'-0''
0.024 7'-10'' 7'-7''
7'-4''
7'-4''
0.024
6'-0''
5'-9''
5'-6''
5'-6''
0.032
9'-6''
9'-3'' 8'-11'' 8'-11''
0.032
9'-4''
9'-0''
8'-9''
8'-9''
0.036 10'-4'' 10'-0'' 9'-9''
9'-9''
0.036 10'-6'' 10'-2'' 9'-10'' 9'-10''
60
0.018
5'-5''
5'-3''
5'-2''
4'-9''
60
0.018 1'-11'' 0'-0''
0'-0''
0'-0''
0.024 6'-10'' 6'-8''
6'-6''
6'-4''
0.024
4'-6''
4'-4''
4'-2''
4'-1''
0.032
8'-3''
8'-1'' 7'-11'' 7'-9''
0.032
8'-0''
7'-9''
7'-7''
7'-5''
0.036
9'-0'' 8'-10'' 8'-7''
8'-5''
0.036
9'-1'' 8'-10'' 8'-7''
8'-5''
TABLE 4.11
TABLE 4.12
SINGLE SPAN TABLES
2.5" x6" Super Six (Single Span) Detail N3, A
3.5"x12" Super 12 (Single Span) Detail D
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Snow Load Gauge Exp B
Exposure C
Snow Load Gauge Exp B
Exposure C
(psf)
(in)
110
100
105
110
(psf)
(in)
110
100
105
110
10
0.018 7'-11'' 7'-4''
7'-0''
6'-8''
10
0.018
2'-5''
2'-1'' 1'-10'' 1'-8''
LIVE
0.024 11'-11'' 11'-1'' 10'-6'' 8'-2''
LIVE
0.024 11'-1'' 8'-5''
8'-0''
7'-7''
0.032 14'-3'' 13'-6'' 12'-10'' 12'-3''
0.032 13'-3'' 12'-7'' 12'-0'' 12'-0''
0.036 15'-3'' 14'-6'' 13'-10'' 13'-4''
0.036 14'-2'' 13'-6'' 12'-11'' 12'-11''
20
0.018
7'-7''
7'-4''
7'-0''
6'-8''
20
0.018
2'-5''
2'-1'' 1'-10'' 1'-8''
LIVE
0.024 10'-6'' 9'-1'' 8'-10'' 8'-2''
LIVE
0.024
8'-6'' 7'-11'' 7'-6''
7'-1''
0.032 12'-5'' 11'-11'' 11'-6'' 11'-6''
0.032 11'-6'' 11'-1'' 10'-8'' 10'-8''
0.036 13'-3'' 12'-9'' 12'-4'' 12'-4''
0.036 12'-4'' 11'-10'' 11'-5'' 11'-5''
25
0.018
7'-7''
7'-1'' 6'-11'' 6'-8''
25
0.018
2'-5''
2'-1'' 1'-10'' 1'-8''
0.024 10'-6'' 8'-10'' 8'-7''
8'-2''
0.024
8'-6''
7'-6''
7'-1''
6'-8''
0.032 12'-5'' 11'-11'' 11'-6'' 11'-2''
0.032 11'-6'' 11'-1'' 10'-8'' 9'-2''
0.036 13'-3'' 12'-9'' 12'-4'' 11'-11''
0.036 12'-4'' 11'-10'' 11'-5'' 11'-1''
30
0.018
7'-1'' 6'-11'' 6'-9''
6'-7''
30
0.018
2'-5''
2'-1'' 1'-10'' 1'-8''
0.024 8'-10'' 8'-7''
8'-4''
8'-2''
0.024
7'-6''
7'-1''
6'-8''
6'-4''
0.032 11'-6'' 11'-2'' 11'-2'' 10'-10''
0.032 10'-8'' 9'-5''
9'-2''
9'-0''
0.036 12'-4'' 11'-11'' 11'-11'' 11'-7''
0.036 11'-5'' 11'-1'' 11'-1'' 10'-9''
40
0.018
6'-9''
6'-7''
6'-5''
6'-3''
40
0.018
2'-5''
2'-1'' 1'-10'' 1'-8''
0.024
8'-4''
8'-2'' 7'-11'' 7'-9''
0.024
6'-8''
6'-4''
6'-1''
5'-9''
0.032 10'-10'' 10'-6'' 9'-5''
9'-3''
0.032
9'-2''
9'-0''
8'-9''
8'-7''
0.036 11'-7'' 11'-3'' 10'-11'' 10'-11''
0.036 10'-9'' 10'-5'' 9'-5''
9'-2''
60
0.018
6'-0'' 5'-11'' 5'-9''
5'-8''
60
0.018
2'-0''
0'-0''
0'-0''
0'-0''
0.024
7'-5''
7'-3''
7'-2''
7'-0''
0.024
5'-4''
0'-0''
0'-0''
0'-0''
0.032 8'-10'' 8'-8''
8'-6''
8'-4''
0.032
8'-2''
8'-0'' 7'-10'' 7'-9''
0.036
9'-6''
9'-3''
9'-1'' 8'-11''
0.036
8'-9''
8'-7''
8'-5''
8'-3''
ICC ESR 1398 (2009 TABLE
IBC) 10/11/2011
4.15
TABLE 4.16
2.5" x 12" Mark X (Multispan) Detail B
2"x6" Flat Panel (Multispan) Detail N2, C
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Snow Load Gauge Exp B
Exposure C
Snow Load Gauge Exp B
Exposure C
(psf)
(in)
110
100
105
110
(psf)
(in)
110
100
105
110
10
0.018
5'-5''
4'-2'' 3'-11'' 3'-9''
10
0.018
8'-6''
8'-1''
7'-8''
7'-8''
LIVE
0.024 7'-10'' 7'-4'' 6'-11'' 6'-11''
LIVE
0.024 10'-2'' 9'-8''
9'-3''
9'-3''
0.032 10'-7'' 9'-11'' 9'-5''
9'-5''
0.032 12'-3'' 11'-7'' 11'-1'' 11'-1''
0.036 10'-7'' 9'-11'' 9'-5''
9'-5''
0.036 13'-3'' 12'-7'' 12'-0'' 12'-0''
20
0.018
3'-9''
3'-6''
3'-4''
3'-3''
20
0.018
7'-4''
7'-1'' 6'-10'' 6'-10''
LIVE
0.024
6'-6''
6'-2'' 5'-11'' 5'-11''
LIVE
0.024 8'-10'' 8'-6''
8'-2''
8'-2''
0.032 8'-11'' 8'-6''
8'-2''
8'-2''
0.032 10'-8'' 10'-3'' 9'-10'' 9'-10''
0.036
9'-0''
8'-7''
8'-2''
8'-2''
0.036 11'-6'' 11'-1'' 10'-8'' 10'-8''
25
0.018
3'-9''
3'-4''
3'-3''
3'-1''
25
0.018
7'-4''
7'-1'' 6'-10'' 6'-7''
0.024
6'-6''
6'-2'' 5'-11'' 5'-7''
0.024 8'-10'' 8'-6''
8'-2'' 7'-11''
0.032 8'-11'' 8'-6''
8'-2'' 7'-10''
0.032 10'-8'' 10'-3'' 9'-10'' 9'-6''
0.036
9'-0''
8'-7''
8'-2'' 7'-11''
0.036 11'-6'' 11'-1'' 10'-8'' 10'-4''
30
0.018
3'-4''
3'-3''
3'-1'' 2'-11''
30
0.018 6'-10'' 6'-7''
6'-7''
6'-5''
0.024 5'-11'' 5'-7''
5'-7''
5'-4''
0.024
8'-2'' 7'-11'' 7'-11'' 7'-8''
0.032
8'-2'' 7'-10'' 7'-10'' 7'-6''
0.032 9'-10'' 9'-6''
9'-6''
9'-3''
0.036
8'-2'' 7'-11'' 7'-11'' 7'-7''
0.036 10'-8'' 10'-4'' 10'-4'' 10'-0''
40
0.018
3'-1'' 2'-11'' 2'-10'' 2'-9''
40
0.018
6'-5''
6'-2''
6'-0''
6'-0''
0.024
5'-4''
4'-7''
4'-5''
4'-3''
0.024
7'-8''
7'-5''
7'-2''
7'-2''
0.032
7'-6''
7'-3''
7'-0''
7'-0''
0.032
9'-3'' 8'-11'' 8'-8''
8'-8''
0.036
7'-7''
7'-4''
7'-1''
7'-1''
0.036 10'-0'' 9'-8''
9'-5''
9'-5''
60
0.018
2'-3''
0'-0''
0'-0''
0'-0''
60
0.018
5'-7''
5'-5''
5'-4''
5'-3''
0.024
4'-0'' 3'-10'' 3'-9''
3'-8''
0.024
6'-8''
6'-6''
6'-4''
6'-3''
0.032
6'-4''
6'-1'' 5'-11'' 5'-9''
0.032
8'-1'' 7'-10'' 7'-8''
7'-6''
0.036
6'-5''
6'-3''
6'-1'' 5'-11''
0.036
8'-9''
8'-6''
8'-4''
8'-2''
TABLE 4.13
TABLE 4.14
NOTE: PANELS MAY OVERHANG 25% OF THEIR CLEARSPAN
2.5" x 12" Mark X (Single Span) Detail B
2"x6" Flat Panel (Single Span) Detail N2, C
Ground
Panel
Wind Speed and Exposure
Ground
Panel
Wind Speed and Exposure
Snow Load Gauge Exp B Exposure C
Snow Load Gauge Exp B
Exposure C
(psf)
(in)
110
100
105
110
(psf)
(in)
110
100
105
110
10
0.018
6'-7''
6'-2'' 5'-10'' 5'-7''
10
0.018
7'-4''
7'-1'' 6'-10'' 7'-8''
LIVE
0.024
8'-7''
8'-1''
7'-8''
7'-4''
LIVE
0.024 10'-7'' 8'-10'' 8'-4'' 10'-7''
0.032 11'-11'' 11'-6'' 11'-1'' 11'-1''
0.032 12'-5'' 11'-10'' 11'-3'' 12'-5''
0.036 12'-5'' 12'-0'' 11'-5'' 11'-0''
0.036 13'-3'' 12'-7'' 12'-0'' 13'-3''
20
0.018 5'-11'' 5'-8''
5'-6''
5'-5''
20
0.018
6'-7''
6'-5''
6'-2'' 6'-10''
LIVE
0.024
7'-9''
7'-6''
7'-3''
7'-1''
LIVE
0.024
8'-3''
8'-0''
7'-9''
8'-6''
0.032 10'-8'' 9'-3''
9'-0''
8'-9''
0.032 10'-10'' 10'-5'' 9'-1'' 10'-10''
0.036 11'-0'' 10'-7'' 9'-3''
9'-0''
0.036 11'-6'' 11'-1'' 10'-8'' 11'-6''
25
0.018 5'-11'' 5'-6''
5'-5''
5'-3''
25
0.018
6'-7''
6'-2''
6'-0''
6'-7''
0.024
7'-9''
7'-3''
7'-1'' 6'-10''
0.024
8'-3''
7'-9''
7'-6''
8'-3''
0.032 10'-8'' 9'-0''
8'-9''
8'-6''
0.032 10'-10'' 10'-5'' 8'-10'' 10'-10''
0.036 11'-0'' 10'-7'' 9'-0''
8'-9''
0.036 11'-6'' 11'-1'' 10'-8'' 11'-6''
30
0.018
5'-6''
5'-5''
5'-3''
4'-6''
30
0.018
6'-2''
6'-0'' 5'-10'' 6'-5''
0.024
7'-3''
7'-1'' 6'-10'' 6'-8''
0.024
7'-9''
7'-6''
7'-4''
8'-0''
0.032
9'-0''
8'-9''
8'-6''
8'-3''
0.032
9'-1'' 8'-10'' 8'-7'' 10'-5''
0.036
9'-3''
9'-0''
8'-9''
8'-6''
0.036 10'-8'' 9'-5''
9'-2'' 11'-1''
40
0.018
5'-3''
4'-6''
4'-4''
4'-2''
40
0.018 5'-10'' 5'-9''
5'-7'' 5'-10''
0.024 6'-10'' 6'-8''
6'-6''
6'-5''
0.024
7'-4''
7'-2''
7'-0''
7'-4''
0.032
8'-6''
8'-3''
8'-1'' 7'-11''
0.032
8'-7''
8'-5''
8'-2''
8'-7''
0.036
8'-9''
8'-6''
8'-4''
8'-2''
0.036
9'-2''
9'-0''
8'-9''
9'-2''
60
0.018
4'-0''
0'-0''
0'-0''
0'-0''
60
0.018
5'-3''
0'-0''
0'-0''
5'-3''
0.024
6'-1''
6'-0'' 5'-10'' 5'-9''
0.024
6'-6''
6'-5''
6'-3''
6'-6''
0.032
7'-7''
7'-5''
7'-3''
7'-2''
0.032
7'-8''
7'-6''
7'-5''
7'-8''
0.036 7'-10'' 7'-8''
7'-6''
7'-4''
0.036
8'-2''
8'-1'' 7'-11'' 8'-2''
Page 19 TABLE
of 60 4.17
TABLE 4.18
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
(434) 384-2514
carlputnam@comcast.net
MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND #10 SCREWS
FOR PANEL/HEADER COMBINATIONS
Table 4.9
Panel # of #10 screws PER FOOT to attach panel to header
Headers Gauge 1
2
3
2
3
4
2
3
4
5
(in) 90 mph Exp B 90 mph Exp C 110 mph Exp C
Dble 2x6.625 0.018 3'
6' MAX 4' MAX MAX 3'
4' MAX MAX
RF Fascia 0.018 3' MAX MAX MAX MAX MAX MAX MAX MAX MAX
3x8 0.018 3'
6' MAX 4' MAX MAX 3'
4' MAX MAX
All Others 0.018 3'
6' MAX 4' MAX MAX 3'
4' MAX MAX
Dble 2x6.625 0.024 4'
8'
12'
6'
9' MAX 4'
6' MAX MAX
RF Fascia 0.024 4' MAX MAX MAX MAX MAX MAX MAX MAX MAX
3x8 0.024 4'
8'
12'
6'
9' MAX 4'
6' MAX MAX
All Others 0.024 4'
8'
12'
6'
9' MAX 4'
6' MAX MAX
Dble 2x6.625 0.032 5'
10' MAX 7'
11' MAX 5'
7'
10' MAX
RF Fascia 0.032 5' MAX MAX MAX MAX MAX 5' MAX MAX MAX
3x8 0.032 5'
11' MAX 8'
12' MAX 5'
8'
10' MAX
All Others 0.032 5'
11' MAX 8'
12' MAX 5'
8'
10' MAX
Dble 2x6.625 0.036 5'
10' MAX 7'
11' 15'
5'
7'
10' 12'
RF Fascia 0.036 6' MAX MAX MAX MAX MAX 5' MAX MAX MAX
3x8 0.036 6'
12' MAX 9'
13' MAX 6'
9'
12' MAX
All Others 0.036 6'
12' MAX 9'
13' MAX 6'
9'
12' MAX
'MAX' means the maximum possible tributary width
Minimum number of screws is on per panel
MAXIMUM ALLOWABLE TRIBUTARY WIDTH AND #14 SCREWS
FOR PANEL/HEADER COMBINATIONS
Table 4.10
Panel # of #14 screws PER FOOT to attach panel to header
Headers Gauge 1
2
1
2
3
1
2
3
4
(in) 90 mph Exp B 90 mph Exp C 110 mph Exp C
Dble 2x6.625 0.018 4'
8' MAX 3'
5' MAX 2'
4'
5' MAX
RF Fascia 0.018 4' MAX MAX 3' MAX MAX 2' MAX MAX MAX
5' MAX 2'
4'
5' MAX
8' MAX 3'
3x8 0.018 4'
All Others 0.018 4'
8' MAX 3'
5' MAX 2'
4'
5' MAX
Dble 2x6.625 0.024 5'
10' MAX 4'
7' MAX 2'
5' MAX MAX
RF Fascia 0.024 5' MAX MAX 4' MAX MAX 2' MAX MAX MAX
3x8 0.024 5'
10' MAX 4'
7' MAX 2'
5' MAX MAX
All Others 0.024 5'
10' MAX 4'
7' MAX 2'
5' MAX MAX
Dble 2x6.625 0.032 7'
14' MAX 5'
10' MAX 3'
6'
10' MAX
RF Fascia 0.032 7' MAX MAX 5' MAX MAX 3' MAX MAX MAX
3x8 0.032 7'
14' MAX 5'
10' MAX 3'
6'
10' MAX
All Others 0.032 7'
14' MAX 5'
10' MAX 3'
6'
10' MAX
Dble 2x6.625 0.036 7'
14' MAX 5'
10' 15'
3'
6'
10' MAX
RF Fascia 0.036 7' MAX MAX 5' MAX MAX 4' MAX MAX MAX
3x8 0.036 8' MAX MAX 5'
11' MAX 4'
7'
11' MAX
All Others 0.036 8' MAX MAX 5'
11' MAX 4'
7'
11' MAX
SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS
0.042"x3"x8" Box Beam (Detail N30)
Double 0.042"x3"x8" Beam (Detail N25)
TABLE 5.1
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
Double 0.040"x2"x6.625" Beam (Detail N25)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 5.1
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
TRIB
POST
MAX
WIDTH SPACING REQ'D
POST
(FT)
(PSF)
90 MPH EXPOSURE B
POST
0.042"x3"x8" Box Beam (Detail N30)
Attached Freestanding or
Structure Multispan Units
ON SLAB
FOR
(FT)
SLAB
MAX POST LENGTH
MIN
SPACING POST
(FT)
Double 0.042"x3"x8" Beam (Detail N25)
Attached Freestanding or
Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
TYPE
SIZE
"d"
(in)
8'
10'
12'
Double 0.040"x2"x6.625" Beam (Detail N25)
Attached Freestanding or
Structure Multispan Units
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
90 MPH EXPOSURE B
10
3
22'-8''
A
9'-1''
A
18
23
25
26
15'-10''
B
21
26
28
29
14'-3''
B
21
25
26
28
LIVE
3.5
19'-5''
A
8'-2''
A
18
23
24
25
14'-7''
B
22
26
27
29
13'-1''
B
21
24
26
27
30
3
9'-6''
A
6'-5''
A
16
22
23
24
12'-2''
C
20
25
26
28
11'-0''
B
19
23
25
26
3.5
8'-2''
A
5'-9''
A
16
21
23
24
11'-1''
C
20
24
26
27
10'-1''
C
19
23
24
26
LOAD
4
17'-0''
A
7'-5''
A
18
22
24
25
13'-6''
B
22
25
27
28
12'-2''
B
22
24
25
27
4
7'-1''
A
5'-2''
A
16
21
22
23
10'-3''
C
20
24
25
27
9'-4''
C
20
23
24
25
ONLY
4.5
15'-1''
A
6'-9''
A
18
22
23
25
12'-7''
C
23
25
27
28
11'-5''
B
22
24
25
26
4.5
6'-4''
A
4'-8''
A
16
20
22
23
9'-6''
C
21
23
25
26
8'-8''
C
20
22
24
25
5'-8''
A
4'-3''
A
16
20
21
23
8'-10''
C
21
23
25
26
8'-2''
C
20
22
23
25
5
13'-7''
A
6'-3''
A
19
22
23
24
11'-10''
C
23
25
26
28
10'-9''
B
22
23
25
26
5
5.5
12'-4''
A
5'-10''
A
19
21
23
24
11'-3''
C
23
24
26
27
10'-2''
B
23
23
25
26
5.5
5'-2''
A
4'-0''
A
17
20
21
22
8'-4''
C
21
23
24
26
7'-8''
C
21
22
23
24
6
11'-4''
A
5'-5''
A
19
21
22
24
10'-8''
C
24
24
26
27
9'-8''
C
23
23
24
26
6
4'-9''
A
3'-8''
A
17
19
21
22
7'-10''
C
21
23
24
25
7'-3''
C
21
21
23
24
6.5
10'-5''
A
5'-1''
A
19
21
22
23
10'-1''
C
24
24
25
27
9'-3''
C
23
23
24
25
6.5
4'-4''
A
3'-5''
A
17
19
21
22
7'-5''
C
22
22
24
25
6'-11''
C
21
21
23
24
7
9'-8''
A
4'-10''
A
19
20
22
23
9'-8''
C
24
24
25
26
8'-10''
C
23
23
24
25
7
4'-1''
A
3'-3''
A
17
19
20
22
7'-1''
C
22
22
23
25
6'-7''
C
21
21
22
24
7.5
9'-1''
A
4'-6''
A
19
20
22
23
9'-3''
C
24
24
25
26
8'-6''
C
24
24
24
25
7.5
3'-9''
A
3'-0''
A
17
19
20
21
6'-9''
C
22
22
23
25
6'-3''
C
21
21
22
23
8
8'-6''
A
4'-4''
A
19
20
21
23
8'-10''
C
24
24
25
26
8'-2''
C
24
24
24
25
8
3'-6''
A
2'-10''
A
17
19
20
21
6'-5''
C
22
22
23
24
6'-0''
C
22
22
22
23
8.5
8'-0''
A
19
20
21
22
A
4'-1''
8'-6''
C
25
25
25
26
7'-10''
C
24
24
24
25
8.5
3'-4''
A
2'-8''
A
17
18
20
21
6'-2''
C
22
22
23
24
5'-9''
C
22
22
22
23
9
7'-6''
A
3'-11''
A
19
20
21
22
8'-3''
C
25
25
25
26
7'-7''
C
24
24
24
24
9
3'-2''
A
2'-7''
A
17
18
20
21
5'-11''
C
22
22
23
24
5'-7''
C
22
22
22
23
9.5
7'-2''
A
3'-9''
A
19
19
21
22
7'-11''
C
25
25
25
25
7'-4''
C
24
24
24
24
9.5
3'-0''
A
2'-5''
A
17
18
19
21
5'-8''
C
22
22
22
24
5'-4''
C
22
22
22
23
10
6'-9''
A
3'-7''
A
19
19
21
22
7'-8''
C
25
25
25
25
7'-1''
C
24
24
24
24
11
6'-2''
A
3'-3''
A
20
20
20
22
7'-2''
C
25
25
25
25
6'-8''
C
25
25
25
25
12
13
5'-8''
5'-2''
A
A
3'-0''
2'-10''
A
A
20
20
20
20
20
20
21
21
6'-9''
6'-4''
C
C
26
26
26
26
26
26
26
26
6'-4''
6'-0''
C
C
25
25
25
25
25
25
25
25
4.5
6'-4''
A
4'-2''
A
18
22
23
24
8'-7''
C
23
25
A
8'-1''
26
28
14'-6''
B
23
28
30
31
13'-1''
B
23
27
28
30
5
5'-8''
A
3'-9''
A
18
21
23
24
8'-0''
C
23
25
90 MPH EXPOSURE C
10
LIVE
3
22'-8''
90 MPH EXPOSURE C
30
or 105 MPH EXPOSURE B
A
19
25
or 105 MPH EXPOSURE B
3
9'-6''
A
5'-9''
A
17
23
25
26
11'-1''
C
21
26
28
30
10'-1''
B
21
25
27
28
3.5
4
8'-2''
7'-1''
A
A
5'-1''
4'-7''
A
A
17
18
22
22
24
24
25
25
10'-1''
9'-4''
C
C
22
22
26
25
28
27
29
29
9'-3''
8'-6''
C
C
21
22
25
24
26
26
28
27
27
28
7'-11''
C
22
24
25
27
26
28
7'-5''
C
22
24
25
26
3.5
19'-5''
A
7'-3''
A
20
24
26
27
13'-4''
C
24
28
29
31
12'-0''
B
23
26
28
29
5.5
5'-2''
A
3'-6''
A
18
21
22
24
7'-6''
C
23
24
26
27
7'-0''
C
22
23
25
26
LOAD
4
17'-0''
A
6'-7''
A
20
24
25
27
12'-4''
C
24
27
29
30
11'-2''
B
24
26
27
29
6
4'-9''
A
3'-3''
A
18
21
22
23
7'-1''
C
23
24
26
27
6'-7''
C
23
23
24
26
ONLY
4.5
15'-1''
A
6'-0''
A
20
23
25
26
11'-6''
C
25
27
28
30
10'-5''
C
24
25
27
28
6.5
4'-4''
A
3'-0''
A
18
20
22
23
6'-8''
C
23
24
25
27
6'-3''
C
23
23
24
26
5
13'-7''
A
5'-6''
A
20
23
24
26
10'-9''
C
25
26
28
29
9'-10''
C
24
25
27
28
7
4'-1''
A
2'-10''
A
18
20
22
23
6'-4''
C
24
24
25
26
5'-11''
C
23
23
24
25
5.5
12'-4''
A
5'-2''
A
20
23
24
25
10'-2''
C
25
26
28
29
9'-3''
C
25
25
26
28
7.5
3'-9''
A
2'-8''
A
18
20
21
23
6'-0''
C
24
24
25
26
5'-8''
C
23
23
24
25
6
11'-4''
A
4'-9''
A
20
22
24
25
9'-8''
C
26
26
27
29
8'-10''
C
25
25
26
27
8
3'-6''
A
2'-6''
A
18
20
21
23
5'-9''
C
24
24
25
26
5'-5''
C
23
23
24
25
6.5
10'-5''
A
4'-6''
A
20
22
23
25
9'-2''
C
26
26
27
28
8'-5''
C
25
25
26
27
8.5
3'-4''
A
2'-4''
A
18
20
21
22
5'-6''
C
24
24
24
26
5'-2''
C
24
24
24
25
7
9'-8''
A
4'-2''
A
21
22
23
25
8'-9''
C
26
26
27
28
8'-0''
C
25
25
25
27
9
3'-2''
A
2'-3''
A
18
19
21
22
5'-3''
C
24
24
24
25
5'-0''
C
24
24
24
25
7.5
9'-1''
A
4'-0''
A
21
21
23
24
8'-4''
C
26
26
26
28
7'-8''
C
26
26
26
27
8
8'-6''
A
3'-9''
A
21
21
23
24
8'-0''
C
27
27
27
28
7'-5''
C
26
26
26
26
8.5
8'-0''
A
3'-7''
A
21
21
22
24
7'-8''
C
27
27
27
27
7'-1''
C
26
26
26
26
9.5
3'-0''
A
21
22
5'-0''
C
24
24
24
25
4'-10''
C
24
24
24
24
5'-0''
2'-1''
A
16
22
24
25
10'-0''
C
21
26
28
29
9'-2''
C
20
25
26
28
27
90 MPH EXPOSURE C
40
3
7'-2''
A
A
18
19
or 105 MPH EXPOSURE B
9
7'-6''
A
3'-5''
A
21
21
22
24
7'-4''
C
27
27
27
27
6'-10''
C
26
26
26
26
3.5
6'-2''
A
4'-5''
A
17
22
23
25
9'-1''
C
21
25
27
28
8'-4''
C
20
24
26
9.5
7'-2''
A
3'-3''
A
21
21
22
23
7'-1''
C
27
27
27
27
6'-7''
C
26
26
26
26
4
5'-5''
A
3'-11''
A
17
21
23
24
8'-4''
C
21
25
26
28
7'-8''
C
21
24
25
27
10
6'-9''
A
3'-1''
A
21
21
22
23
6'-10''
C
27
27
27
27
6'-5''
C
27
27
27
27
4.5
4'-9''
A
3'-7''
A
17
21
22
24
7'-8''
C
22
24
26
27
7'-2''
C
21
23
25
26
11
6'-2''
A
2'-10''
A
21
21
22
23
6'-5''
C
27
27
27
27
6'-0''
C
27
27
27
27
5
4'-4''
A
3'-3''
A
17
21
22
23
7'-2''
C
22
24
26
27
6'-8''
C
21
23
25
26
12
13
5'-8''
5'-2''
A
A
2'-7''
2'-5''
A
A
21
21
21
21
21
21
23
22
6'-0''
5'-8''
C
C
28
28
28
28
28
28
28
28
5'-8''
5'-4''
C
C
27
27
27
27
27
27
27
27
5.5
6
3'-11''
3'-7''
A
A
3'-0''
2'-9''
A
A
17
17
20
20
22
22
23
23
6'-8''
6'-3''
C
C
22
22
24
23
25
25
27
26
6'-3''
5'-11''
C
C
22
22
23
22
24
24
26
25
6.5
3'-4''
A
2'-7''
A
17
20
21
23
5'-11''
C
22
23
25
26
5'-7''
C
22
22
24
25
27
7
3'-1''
A
2'-5''
A
17
20
21
22
5'-7''
C
23
23
24
26
5'-4''
C
22
22
23
25
90 MPH EXPOSURE B
20
3
11'-10''
A
7'-0''
A
16
22
23
25
13'-0''
B
20
25
27
28
11'-9''
B
19
24
25
LIVE
3.5
10'-2''
A
6'-3''
A
17
21
23
24
11'-10''
C
20
25
26
28
10'-9''
B
20
23
25
26
7.5
2'-10''
A
2'-3''
A
17
19
21
22
5'-3''
C
23
23
24
26
5'-0''
C
22
22
23
25
LOAD
4
8'-11''
A
5'-8''
A
17
21
22
24
10'-11''
C
21
24
26
27
9'-11''
C
20
23
24
26
8
2'-8''
A
2'-1''
A
17
19
21
22
5'-0''
C
23
23
24
25
4'-10''
C
22
22
23
24
ONLY
4.5
5
7'-11''
7'-1''
A
A
5'-2''
4'-9''
A
A
17
17
21
20
22
22
23
23
10'-2''
9'-6''
C
C
21
21
24
24
25
25
27
26
9'-4''
8'-9''
C
C
21
21
23
22
24
24
25
25
8.5
9
2'-6''
2'-4''
A
A
2'-0''
1'-11''
A
A
17
17
19
19
21
20
22
22
4'-9''
4'-7''
C
C
23
23
23
23
24
24
25
25
4'-7''
4'-5''
C
C
23
23
23
23
23
23
24
24
5.5
6'-5''
A
4'-4''
A
17
20
21
23
9'-0''
C
22
23
25
26
8'-3''
C
21
22
23
25
6
5'-11''
A
4'-1''
A
17
20
21
22
8'-6''
C
22
23
24
26
7'-10''
C
21
22
23
24
A
5'-7''
A
15
21
22
24
10'-10''
C
19
24
26
27
6.5
5'-5''
A
3'-9''
A
17
19
21
22
8'-0''
C
22
23
24
25
7'-5''
C
22
22
23
24
3.5
6'-2''
A
4'-11''
A
15
20
22
23
9'-10''
C
19
24
25
26
7
5'-1''
A
3'-7''
A
17
19
21
22
7'-8''
C
22
22
24
25
7'-1''
C
22
22
23
24
4
5'-5''
A
4'-5''
A
15
20
21
23
9'-0''
C
20
23
25
26
7.5
4'-9''
A
3'-4''
A
17
19
20
22
7'-3''
C
22
22
24
25
6'-9''
C
22
22
23
24
4.5
4'-9''
A
4'-0''
A
16
20
21
22
8'-4''
C
20
23
24
26
8
4'-5''
A
3'-2''
A
17
19
20
21
7'-0''
C
23
23
23
25
6'-6''
C
22
22
22
24
5
4'-4''
A
3'-8''
A
16
19
21
22
7'-9''
C
20
23
24
25
8.5
4'-2''
A
3'-0''
A
17
19
20
21
6'-8''
C
23
23
23
24
6'-3''
C
22
22
22
23
5.5
3'-11''
A
3'-4''
A
16
19
20
22
7'-4''
C
20
22
24
25
9
3'-11''
A
2'-10''
A
17
19
20
21
6'-5''
C
23
23
23
24
6'-0''
C
22
22
22
23
6
3'-7''
A
3'-1''
A
16
19
20
21
6'-10''
C
20
22
23
25
23
6.5
23
23
23
24
5'-9''
C
23
23
23
3
7'-2''
9.5
3'-9''
A
2'-8''
A
18
18
20
21
6'-2''
3'-4''
A
2'-11''
A
16
19
20
21
6'-6''
C
21
22
23
24
10
3'-6''
A
2'-7''
A
18
18
20
21
5'-11''
C
23
23
23
24
5'-7''
C
23
23
23
23
7
3'-1''
A
2'-8''
A
16
18
20
21
6'-2''
C
21
21
23
24
11
3'-2''
A
2'-4''
A
18
18
19
21
5'-6''
C
23
23
23
24
5'-3''
C
23
23
23
23
7.5
2'-10''
A
2'-6''
A
16
18
20
21
5'-10''
C
21
21
23
24
12
13
2'-11''
2'-8''
A
A
2'-2''
2'-0''
A
A
18
18
18
18
19
19
20
20
5'-2''
4'-10''
C
C
23
24
23
24
23
24
23
24
4'-11''
4'-7''
C
C
23
23
23
23
23
23
23
23
8
8.5
2'-8''
2'-6''
A
A
2'-5''
2'-3''
A
A
16
16
18
18
19
19
21
20
5'-6''
5'-3''
C
C
21
21
21
21
22
22
24
23
9
2'-4''
A
2'-2''
A
16
18
19
20
5'-1''
C
21
21
22
23
ICC ESR 1398 (2009 IBC) 10/11/2011
C
90 MPH EXPOSURE B
40
Page 20 of 60
SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS
0.042"x3"x8" Box Beam (Detail N30)
Double 0.042"x3"x8" Beam (Detail N25)
TABLE 5.1
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
90 MPH EXPOSURE C
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
Double 0.040"x2"x6.625" Beam (Detail N25)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 5.1
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
TRIB
POST
MAX
WIDTH SPACING REQ'D
POST
(FT)
(PSF)
or 105 MPH EXPOSURE B
POST
0.042"x3"x8" Box Beam (Detail N30)
Attached Freestanding or
Structure Multispan Units
ON SLAB
FOR
(FT)
SLAB
Double 0.042"x3"x8" Beam (Detail N25)
Attached Freestanding or
Structure Multispan Units
MAX POST LENGTH
MIN
SPACING POST
FOOTER
SIZE
8'
10'
12'
CONSTRAINED FOOTER
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
SIZE
8'
10'
12'
Double 0.040"x2"x6.625" Beam (Detail N25)
Attached Freestanding or
Structure Multispan Units
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
FOOTER
SIZE
8'
10'
12'
CONSTRAINED FOOTER
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
25
90 MPH EXPOSURE B
20
3
11'-10''
A
6'-5''
A
18
24
25
26
12'-2''
C
22
27
29
30
11'-0''
B
21
26
27
29
3
4'-10''
A
4'-1''
A
14
20
21
22
8'-7''
C
17
23
24
26
7'-11''
C
17
22
23
LIVE
3.5
10'-2''
A
5'-9''
A
18
23
25
26
11'-1''
C
23
26
28
30
10'-1''
C
22
25
27
28
60
3.5
4'-2''
A
3'-7''
A
14
19
21
22
7'-9''
C
18
22
24
25
7'-2''
C
17
21
23
24
LOAD
4
8'-11''
A
5'-2''
A
18
23
24
25
10'-3''
C
23
26
28
29
9'-4''
C
22
25
26
28
4
3'-7''
A
3'-2''
A
14
19
20
22
7'-1''
C
18
22
23
25
6'-7''
C
18
21
22
24
ONLY
4.5
7'-11''
A
4'-8''
A
18
22
24
25
9'-6''
C
23
26
27
29
8'-8''
C
23
24
26
27
4.5
3'-2''
A
2'-11''
A
14
19
20
21
6'-6''
C
18
22
23
24
6'-1''
C
18
21
22
23
5
7'-1''
A
4'-3''
A
19
22
23
25
8'-10''
C
24
25
27
28
8'-2''
C
23
24
26
27
5
2'-11''
A
2'-7''
A
14
18
20
21
6'-0''
C
18
21
23
24
5'-8''
C
18
20
22
23
5.5
6'-5''
A
4'-0''
A
19
21
23
24
8'-4''
C
24
25
26
28
7'-8''
C
23
24
25
27
5.5
2'-7''
A
2'-5''
A
14
18
19
21
5'-7''
C
19
21
22
24
5'-3''
C
18
20
22
23
23
6
5'-11''
A
3'-8''
A
19
21
23
24
7'-10''
C
24
25
26
28
7'-3''
C
23
23
25
26
6
2'-5''
A
2'-3''
A
14
18
19
20
5'-3''
C
19
21
22
23
5'-0''
C
18
20
21
6.5
5'-5''
A
3'-5''
A
19
21
22
24
7'-5''
C
24
24
26
27
6'-11''
C
24
24
25
26
6.5
2'-2''
A
2'-1''
A
14
18
19
20
4'-11''
C
19
20
22
23
4'-8''
C
19
20
21
22
7
5'-1''
A
3'-3''
A
19
21
22
23
7'-1''
C
24
24
26
27
6'-7''
C
24
24
24
26
7
2'-1''
A
1'-11''
A
14
17
19
20
4'-7''
C
19
20
22
23
4'-5''
C
19
19
21
22
7.5
4'-9''
A
3'-0''
A
19
20
22
23
6'-9''
C
25
25
25
27
6'-3''
C
24
24
24
26
7.5
1'-11''
A
1'-10''
A
14
17
19
20
4'-4''
C
19
20
21
23
4'-2''
C
19
19
21
22
8
8.5
4'-5''
4'-2''
A
A
2'-10''
2'-8''
A
A
19
19
20
20
22
21
23
23
6'-5''
6'-2''
C
C
25
25
25
25
25
25
26
26
6'-0''
5'-9''
C
C
24
24
24
24
24
24
25
25
8
8.5
1'-9''
1'-8''
A
A
1'-8''
1'-7''
A
A
14
14
17
17
18
18
20
20
4'-2''
3'-11''
C
C
19
19
20
20
21
21
22
22
4'-0''
3'-10''
C
C
19
19
19
19
20
20
22
22
9
3'-11''
A
2'-7''
A
19
20
21
23
5'-11''
C
25
25
25
26
5'-7''
C
25
25
25
25
9.5
3'-9''
A
2'-5''
A
19
20
21
22
5'-8''
C
25
25
25
26
5'-4''
C
25
25
25
25
10
11
3'-6''
3'-2''
A
A
2'-4''
2'-1''
A
A
19
19
19
19
21
21
22
22
5'-5''
5'-0''
C
C
25
25
25
25
25
25
26
25
5'-2''
4'-10''
C
C
25
25
25
25
25
25
25
25
90 MPH EXPOSURE C
60
90 MPH EXPOSURE B
25
4'-10''
A
4'-1''
A
15
22
23
24
8'-7''
C
20
25
27
28
7'-11''
C
19
24
25
27
3.5
4
4'-2''
3'-7''
A
A
3'-7''
3'-2''
A
A
16
16
21
21
23
22
24
23
7'-9''
7'-1''
C
C
20
20
24
24
26
26
27
27
7'-2''
6'-7''
C
C
19
20
23
23
25
24
26
26
4.5
3'-2''
A
2'-11''
A
16
20
22
23
6'-6''
D
20
24
25
27
6'-1''
C
20
23
24
25
3
11'-4''
A
7'-0''
A
16
22
23
25
13'-0''
C
20
25
27
28
11'-9''
B
19
24
25
27
5
2'-11''
A
2'-7''
A
16
20
21
23
6'-0''
D
21
23
25
26
5'-8''
C
20
22
24
25
3.5
9'-8''
A
6'-3''
A
17
21
23
24
11'-10''
C
20
25
26
28
10'-9''
B
20
23
25
26
5.5
2'-7''
A
2'-5''
A
16
20
21
22
5'-7''
D
21
23
24
26
5'-3''
C
20
22
23
25
4
8'-6''
A
5'-8''
A
17
21
22
24
10'-11''
C
21
24
26
27
9'-11''
C
20
23
24
26
6
2'-5''
A
2'-3''
A
16
19
21
22
5'-3''
D
21
23
24
25
5'-0''
C
21
22
23
25
4.5
5
7'-6''
6'-9''
A
A
5'-2''
4'-9''
A
A
17
17
21
20
22
22
23
23
10'-2''
9'-6''
C
C
21
21
24
24
25
25
27
26
9'-4''
8'-9''
C
C
21
21
23
22
24
24
25
25
6.5
7
2'-2''
2'-1''
A
A
2'-1''
1'-11''
A
A
16
16
19
19
21
20
22
22
4'-11''
4'-7''
D
D
21
21
22
22
24
24
25
25
4'-8''
4'-5''
C
C
21
21
21
21
23
23
24
24
5.5
6'-2''
A
4'-4''
A
17
20
21
23
9'-0''
C
22
23
25
26
8'-3''
C
21
22
23
25
6
5'-8''
A
4'-1''
A
17
20
21
22
8'-6''
C
22
23
24
26
7'-10''
C
21
22
23
24
OVER-
6.5
7
5'-2''
4'-10''
A
A
3'-9''
3'-7''
A
A
17
17
19
19
21
21
22
22
8'-0''
7'-8''
C
C
22
22
23
22
24
24
25
25
7'-5''
7'-1''
C
C
22
22
22
22
23
23
24
24
HANG
(FT)
6'
7'
8'
9'
7.5
4'-6''
A
3'-4''
A
17
19
20
22
7'-3''
C
22
22
24
25
6'-9''
C
22
22
23
24
0'
3'
3.5'
4'
4.5'
5'
TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
10'
11'
12'
13'
14'
15'
5.5'
6'
6.5'
7'
16'
17'
18'
19'
20'
21'
22'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
8
4'-3''
A
3'-2''
A
17
19
20
21
7'-0''
C
23
23
23
25
6'-6''
C
22
22
22
24
1'
3.5'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
8.5
4'-0''
A
3'-0''
A
17
19
20
21
6'-8''
C
23
23
23
24
6'-3''
C
22
22
22
23
2'
n/a
n/a
n/a
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
9
9.5
3'-9''
3'-7''
A
A
2'-10''
2'-8''
A
A
17
18
19
18
20
20
21
21
6'-5''
6'-2''
C
C
23
23
23
23
23
23
24
24
6'-0''
5'-9''
C
C
22
23
22
23
22
23
23
23
3'
4'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
8'
n/a
8.5'
n/a
9'
n/a
9.5'
n/a
10'
10.5'
10.5'
11'
11'
11.5'
11.5'
12'
12'
12.5'
12.5'
13'
90 MPH EXPOSURE C
25
or 105 MPH EXPOSURE B
3
or 105 MPH EXPOSURE B
3
3.5
11'-4''
9'-8''
A
A
6'-2''
5'-6''
A
A
18
18
23
23
25
24
26
26
11'-9''
10'-9''
C
C
22
22
27
26
28
28
30
29
10'-8''
9'-9''
B
C
21
22
25
25
27
26
28
28
4
4.5
8'-6''
7'-6''
A
A
4'-11''
4'-6''
A
A
18
18
22
22
24
23
25
25
9'-11''
9'-2''
C
C
23
23
26
25
27
27
29
28
9'-0''
8'-5''
C
C
22
22
24
24
26
26
27
27
5
6'-9''
A
4'-1''
A
18
22
23
24
8'-7''
C
23
25
27
28
7'-11''
C
23
24
25
27
5.5
6'-2''
A
3'-9''
A
18
21
23
24
8'-0''
C
24
25
26
28
7'-5''
C
23
24
25
26
6
5'-8''
A
3'-6''
A
18
21
22
24
7'-7''
C
24
24
26
27
7'-0''
C
23
23
25
26
6.5
5'-2''
A
3'-3''
A
18
21
22
24
7'-2''
C
24
24
26
27
6'-8''
C
23
23
25
26
7
4'-10''
A
3'-1''
A
19
20
22
23
6'-10''
C
24
24
25
27
6'-4''
C
24
24
24
26
7.5
4'-6''
A
2'-11''
A
19
20
22
23
6'-6''
C
24
24
25
27
6'-1''
C
24
24
24
25
8
8.5
4'-3''
4'-0''
A
A
2'-9''
2'-7''
A
A
19
19
20
20
21
21
23
23
6'-2''
5'-11''
C
C
24
25
24
25
25
25
26
26
5'-10''
5'-7''
C
C
24
24
24
24
24
24
25
25
9
3'-9''
A
2'-5''
A
19
20
21
22
5'-8''
C
25
25
25
26
5'-4''
C
24
24
24
25
9.5
10
3'-7''
3'-4''
A
A
2'-4''
2'-3''
A
A
19
19
19
19
21
21
22
22
5'-5''
5'-2''
C
C
25
25
25
25
25
25
26
25
5'-2''
5'-0''
C
C
24
24
24
24
24
24
25
25
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2
6. CHOOSE A HEADER FROM TABLE 5.1 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.1
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 5.3 Post Requirements
for Attached Single Span Structures
Post Description
Max POST Detail
Hgt Code
Twin 0.062"x1.5"x1.5" Scroll
9'
A AC
0.042"x3"x8" Aluminum Post
11'
B N30
0.024"Post with Sideplates
12'
B N16, BK
Clover 0.030"x3"x3" Alum
11'
B N11, AH
Clover 0.040"x3"x3" Alum
12'
B N11, AH
Colonial 0.062" Extruded
12'
C AE
0.041"x3"x3" Steel Clover
12'
D N11, AH
0.041"x3"x3" Steel Clover
8'
E N11, AH
3/16"x3"x3" Steel Square
15'
H N17, AG
1/4""x3"x3" Steel Square
15'
I
N17, AG
3/16"x4"x4" Steel Square
15'
J N17, AG
1/2"x4"x4" Steel Square
15'
K N17, AG
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 5.1 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7
10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM)
TABLE 5.4
Post Requirements for
Freestanding Structures or Multispan Attached Structures
Post Description
Maximum
Max POST
Footing
Height Code Detail #
0.041"x3"x3" Steel Clover
d= 20''
9'
B
N11, AH
0.041"x3"x3" Steel Clover
d= 21''
8'
B
N11, AH
3/16"x3"x3" Steel Square
d= 28''
12'
C
N17, AG
3/16"x3"x3" Steel Square
d= 28''
8'
D
N17, AG
1/4""x3"x3" Steel Square
d= 28''
12'
D
N17, AG
3/16"x4"x4" Steel Square
d= 28''
12'
E
N17, AG
1/2"x4"x4" Steel Square
d= 37''
12'
D
N17, AG
1/2"x4"x4" Steel Square
d= 31''
15'
D
N17, AG
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.1
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnam@comcast.net
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 21 of 60
SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS
5.5" Extruded Fascia (Detail L)
California Extruded Fascia (Detail G)
TABLE 5.5
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
0.041"x3"x3" Steel Cloverleaf (Detail W)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 5.5
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
MAX
POST
(FT)
POST
ON SLAB
FOR
(FT)
SLAB
MAX POST LENGTH
MIN
SPACING POST
(FT)
California Extruded Fascia (Detail G)
Attached Freestanding or
Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
"d"
(in)
(FT)
0.041"x3"x3" Steel Cloverleaf (Detail W)
Attached Freestanding or
Structure Multispan Units
TYPE
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
90 MPH EXPOSURE B
10
3
22'-8''
A
11'-5''
A
19
20
21
23
12'-0''
A
20
20
21
22
10'-9''
A
19
21
22
23
LIVE
3.5
19'-5''
A
11'-0''
A
20
20
21
22
11'-5''
A
20
20
20
22
9'-10''
A
19
20
22
23
LOAD
4
17'-0''
A
10'-8''
B
21
21
21
22
10'-11''
B
21
21
21
21
9'-1''
A
20
20
21
ONLY
4.5
15'-1''
A
10'-4''
B
21
21
21
22
10'-4''
B
21
21
21
21
8'-6''
A
20
20
21
5
13'-7''
A
10'-1''
B
22
22
22
22
9'-9''
B
22
22
22
22
7'-11''
A
20
20
5.5
12'-4''
A
9'-10''
B
22
22
22
22
9'-3''
B
22
22
22
22
7'-5''
A
20
6
11'-4''
A
9'-6''
C
23
23
23
23
8'-10''
B
22
22
22
22
7'-1''
B
21
6.5
10'-5''
A
9'-1''
C
23
23
23
23
8'-5''
B
22
22
22
22
6'-8''
B
21
30
3
9'-6''
A
10'-7''
B
19
20
21
22
10'-0''
B
18
19
20
21
8'-1''
A
17
20
21
22
3.5
8'-2''
A
9'-11''
C
19
19
21
22
9'-2''
B
19
19
20
21
7'-4''
B
17
19
21
22
23
4
7'-1''
A
9'-2''
C
20
20
20
22
8'-6''
B
19
19
19
21
6'-9''
B
18
19
20
22
22
4.5
6'-4''
A
8'-7''
C
20
20
20
21
8'-0''
C
20
20
20
20
6'-3''
B
18
19
20
21
21
22
5
5'-8''
A
8'-1''
C
20
20
20
21
7'-6''
C
20
20
20
20
5'-10''
B
18
18
20
20
21
22
5.5
5'-2''
A
7'-8''
C
21
21
21
21
7'-1''
C
20
20
20
20
5'-6''
B
18
18
20
21
21
21
22
6
4'-9''
A
7'-3''
C
21
21
21
21
6'-9''
C
20
20
20
20
5'-2''
B
19
19
19
21
21
21
21
6.5
4'-4''
A
6'-11''
C
21
21
21
21
6'-5''
C
21
21
21
21
4'-11''
B
19
19
19
20
21
7
9'-8''
A
8'-9''
C
23
23
23
23
8'-1''
C
23
23
23
23
6'-5''
B
21
21
21
21
7
4'-1''
A
6'-7''
C
21
21
21
21
6'-2''
C
21
21
21
21
4'-8''
B
19
19
19
20
7.5
9'-1''
A
8'-5''
C
24
24
24
24
7'-9''
C
23
23
23
23
6'-1''
B
21
21
21
21
7.5
3'-9''
A
6'-4''
C
21
21
21
21
5'-11''
C
21
21
21
21
4'-5''
B
19
19
19
20
8
8'-6''
A
8'-1''
C
24
24
24
24
7'-6''
C
23
23
23
23
5'-10''
B
21
21
21
21
8
3'-6''
A
6'-1''
C
22
22
22
22
5'-8''
C
21
21
21
21
4'-3''
B
19
19
19
20
8.5
8'-0''
A
7'-10''
C
24
24
24
24
7'-3''
C
23
23
23
23
5'-7''
B
21
21
21
21
8.5
3'-4''
A
5'-10''
C
22
22
22
22
5'-6''
C
21
21
21
21
4'-0''
C
19
19
19
20
9
7'-6''
A
7'-6''
C
24
24
24
24
7'-0''
C
24
24
24
24
5'-5''
B
22
22
22
22
9
3'-2''
A
5'-8''
C
22
22
22
22
5'-3''
C
21
21
21
21
3'-10''
C
19
19
19
20
9.5
7'-2''
A
7'-4''
C
24
24
24
24
6'-9''
C
24
24
24
24
5'-2''
B
22
22
22
22
9.5
3'-0''
A
5'-6''
C
22
22
22
22
5'-1''
C
22
22
22
22
3'-9''
C
19
19
19
20
10
6'-9''
A
7'-1''
C
24
24
24
24
6'-7''
C
24
24
24
24
5'-0''
B
22
22
22
22
11
6'-2''
A
6'-8''
C
25
25
25
25
6'-3''
C
24
24
24
24
4'-8''
B
22
22
22
22
12
13
5'-8''
5'-2''
A
A
6'-4''
6'-1''
C
C
25
25
25
25
25
25
25
25
5'-11''
5'-7''
C
C
25
25
25
25
25
25
25
25
4'-5''
4'-2''
B
B
22
22
22
22
22
22
22
22
A
10'-7''
23
24
11'-4''
A
22
22
22
24
9'-10''
A
21
22
24
25
90 MPH EXPOSURE C
LIVE
POST
WIDTH SPACING REQ'D
(PSF)
90 MPH EXPOSURE B
10
TRIB
5.5" Extruded Fascia (Detail L)
Attached Freestanding or
Structure Multispan Units
3
3.5
22'-8''
19'-5''
90 MPH EXPOSURE C
30
or 105 MPH EXPOSURE B
A
B
21
22
21
22
23
B
22
22
22
23
9'-0''
A
21
22
23
25
or 105 MPH EXPOSURE B
3
9'-6''
A
9'-11''
B
21
21
23
24
9'-2''
B
20
20
21
23
7'-5''
A
19
21
22
24
3.5
4
8'-2''
7'-1''
A
A
9'-1''
8'-5''
C
C
21
21
21
21
22
22
24
23
8'-5''
7'-10''
B
C
21
21
21
21
21
21
22
22
6'-8''
6'-2''
B
B
19
19
21
20
22
22
23
23
4.5
6'-4''
A
7'-10''
C
22
22
22
23
7'-4''
C
21
21
21
22
5'-8''
B
20
20
21
23
5
5'-8''
A
7'-5''
C
22
22
22
23
6'-11''
C
22
22
22
22
5'-3''
B
20
20
21
23
A
10'-2''
24
10'-9''
5.5
5'-2''
A
7'-0''
C
22
22
22
23
6'-6''
C
22
22
22
22
4'-11''
B
20
20
21
22
LOAD
4
17'-0''
A
9'-10''
B
23
23
23
24
10'-2''
B
23
23
23
23
8'-3''
A
21
21
23
24
6
4'-9''
A
6'-8''
C
23
23
23
23
6'-2''
C
22
22
22
22
4'-8''
B
20
20
21
22
ONLY
4.5
15'-1''
A
9'-7''
B
23
23
23
24
9'-6''
B
23
23
23
23
7'-8''
B
22
22
23
24
6.5
4'-4''
A
6'-4''
C
23
23
23
23
5'-11''
C
22
22
22
22
4'-5''
B
20
20
21
22
5
13'-7''
A
9'-4''
C
24
24
24
24
8'-11''
B
24
24
24
24
7'-2''
B
22
22
22
24
7
4'-1''
A
6'-0''
C
23
23
23
23
5'-7''
C
23
23
23
23
4'-2''
B
21
21
21
22
5.5
12'-4''
A
9'-1''
C
25
25
25
25
8'-6''
C
24
24
24
24
6'-9''
B
22
22
22
23
7.5
3'-9''
A
5'-9''
C
23
23
23
23
5'-5''
C
23
23
23
23
4'-0''
B
21
21
21
22
6
11'-4''
A
8'-8''
C
25
25
25
25
8'-1''
C
24
24
24
24
6'-4''
B
22
22
22
23
8
3'-6''
A
5'-7''
C
24
24
24
24
5'-2''
C
23
23
23
23
3'-9''
C
21
21
21
22
6.5
10'-5''
A
8'-4''
C
25
25
25
25
7'-9''
C
25
25
25
25
6'-0''
B
23
23
23
23
8.5
3'-4''
A
5'-4''
C
24
24
24
24
5'-0''
C
23
23
23
23
3'-7''
C
21
21
21
21
7
9'-8''
A
8'-0''
C
25
25
25
25
7'-5''
C
25
25
25
25
5'-9''
B
23
23
23
23
9
3'-2''
A
5'-2''
C
24
24
24
24
4'-10''
C
23
23
23
23
3'-6''
C
21
21
21
21
7.5
9'-1''
A
7'-8''
C
26
26
26
26
7'-1''
C
25
25
25
25
5'-6''
B
23
23
23
23
9.5
3'-0''
A
5'-0''
C
24
24
24
24
4'-8''
C
24
24
24
24
3'-4''
C
21
21
21
21
8
8'-6''
A
7'-4''
C
26
26
26
26
6'-10''
C
25
25
25
25
5'-3''
B
23
23
23
23
8.5
8'-0''
A
7'-1''
C
26
26
26
26
6'-7''
C
25
25
25
25
5'-0''
B
23
23
23
23
23
9
7'-6''
A
6'-10''
C
26
26
26
26
6'-5''
C
26
26
26
26
4'-10''
B
23
23
23
9.5
7'-2''
A
6'-8''
C
26
26
26
26
6'-2''
C
26
26
26
26
4'-8''
B
24
24
10
6'-9''
A
6'-5''
C
27
27
27
27
6'-0''
C
26
26
26
26
4'-6''
B
24
11
6'-2''
A
6'-1''
C
27
27
27
27
5'-8''
C
26
26
26
26
4'-2''
C
24
12
13
5'-8''
5'-2''
A
A
5'-9''
5'-6''
C
C
27
28
27
28
27
28
27
28
5'-4''
5'-1''
C
C
27
27
27
27
27
27
27
27
3'-11''
3'-9''
C
C
24
24
90 MPH EXPOSURE C
40
3
7'-2''
A
9'-0''
C
20
21
22
24
8'-4''
B
19
20
21
22
6'-7''
B
18
21
22
23
3.5
6'-2''
A
8'-3''
C
20
20
22
23
7'-8''
C
20
20
21
22
6'-0''
B
18
20
22
23
24
24
4
5'-5''
A
7'-8''
C
21
21
22
23
7'-1''
C
20
20
21
22
5'-6''
B
19
20
21
23
24
24
24
4.5
4'-9''
A
7'-1''
C
21
21
21
23
6'-7''
C
21
21
21
22
5'-1''
B
19
20
21
22
24
24
24
5
4'-4''
A
6'-8''
C
21
21
21
23
6'-3''
C
21
21
21
22
4'-8''
B
19
19
21
22
24
24
24
24
24
24
5.5
6
3'-11''
3'-7''
A
A
6'-4''
6'-0''
C
C
22
22
22
22
22
22
22
22
5'-10''
5'-7''
C
C
21
21
21
21
21
21
21
21
4'-5''
4'-1''
B
B
19
19
19
19
21
20
22
22
6.5
3'-4''
A
5'-8''
C
22
22
22
22
5'-4''
C
22
22
22
22
3'-11''
B
20
20
20
22
22
7
3'-1''
A
5'-5''
C
22
22
22
22
5'-1''
C
22
22
22
22
3'-8''
C
20
20
20
22
90 MPH EXPOSURE B
20
3
11'-10''
A
11'-0''
B
19
20
21
22
10'-7''
B
19
19
20
21
8'-9''
A
18
or 105 MPH EXPOSURE B
20
21
LIVE
3.5
10'-2''
A
10'-5''
B
20
20
21
22
9'-9''
B
19
19
20
21
7'-11''
A
18
19
21
22
7.5
2'-10''
A
5'-2''
C
23
23
23
23
4'-10''
C
22
22
22
22
3'-6''
C
20
20
20
21
LOAD
4
8'-11''
A
9'-9''
B
20
20
21
22
9'-1''
B
20
20
20
21
7'-3''
A
18
19
21
22
8
2'-8''
A
5'-0''
C
23
23
23
23
4'-8''
C
22
22
22
22
3'-4''
C
20
20
20
21
ONLY
4.5
5
7'-11''
7'-1''
A
A
9'-2''
8'-7''
C
C
20
21
20
21
20
21
22
22
8'-6''
8'-0''
B
C
20
20
20
20
20
20
21
20
6'-9''
6'-3''
B
B
18
19
19
19
20
20
22
21
8.5
9
2'-6''
2'-4''
A
A
4'-10''
4'-7''
C
C
23
23
23
23
23
23
23
23
4'-6''
4'-4''
C
C
22
23
22
23
22
23
22
23
3'-2''
3'-1''
C
C
20
20
20
20
20
20
21
21
5.5
6'-5''
A
8'-2''
C
21
21
21
21
7'-7''
C
21
21
21
21
5'-11''
B
19
19
20
21
6
5'-11''
A
7'-9''
C
21
21
21
21
7'-2''
C
21
21
21
21
5'-7''
B
19
19
20
21
A
9'-8''
C
18
19
21
22
9'-0''
B
18
18
20
21
6.5
5'-5''
A
7'-5''
C
22
22
22
22
6'-11''
C
21
21
21
21
5'-3''
B
19
19
19
21
3.5
6'-2''
A
8'-10''
C
19
19
20
22
8'-3''
C
18
18
19
21
7
5'-1''
A
7'-1''
C
22
22
22
22
6'-7''
C
21
21
21
21
5'-0''
B
19
19
19
21
4
5'-5''
A
8'-2''
C
19
19
20
21
7'-8''
C
18
18
19
20
7.5
4'-9''
A
6'-10''
C
22
22
22
22
6'-4''
C
21
21
21
21
4'-9''
B
20
20
20
20
4.5
4'-9''
A
7'-8''
C
19
19
20
21
7'-1''
C
19
19
19
20
8
4'-5''
A
6'-6''
C
22
22
22
22
6'-1''
C
22
22
22
22
4'-7''
B
20
20
20
20
5
4'-4''
A
7'-2''
C
20
20
20
21
6'-8''
C
19
19
19
20
8.5
4'-2''
A
6'-4''
C
22
22
22
22
5'-10''
C
22
22
22
22
4'-5''
B
20
20
20
20
5.5
3'-11''
A
6'-10''
C
20
20
20
21
6'-4''
C
19
19
19
20
9
3'-11''
A
6'-1''
C
22
22
22
22
5'-8''
C
22
22
22
22
4'-2''
B
20
20
20
20
6
3'-7''
A
6'-5''
C
20
20
20
21
6'-0''
C
20
20
20
20
6.5
90 MPH EXPOSURE B
40
3
7'-2''
9.5
3'-9''
A
5'-11''
C
23
23
23
23
5'-6''
C
22
22
22
22
4'-1''
B
20
20
20
20
3'-4''
A
6'-2''
C
20
20
20
20
5'-9''
C
20
20
20
20
10
3'-6''
A
5'-8''
C
23
23
23
23
5'-4''
C
22
22
22
22
3'-11''
B
20
20
20
20
7
3'-1''
A
5'-10''
C
20
20
20
20
5'-6''
C
20
20
20
20
11
3'-2''
A
5'-4''
C
23
23
23
23
5'-0''
C
23
23
23
23
3'-8''
C
20
20
20
20
7.5
2'-10''
A
5'-7''
C
21
21
21
21
5'-3''
C
20
20
20
20
12
13
2'-11''
2'-8''
A
A
5'-1''
4'-10''
C
C
23
24
23
24
23
24
23
24
4'-9''
4'-6''
C
C
23
23
23
23
23
23
23
23
3'-5''
3'-3''
C
C
20
21
20
21
20
21
20
21
8
8.5
2'-8''
2'-6''
A
A
5'-5''
5'-2''
C
C
21
21
21
21
21
21
21
21
5'-0''
4'-10''
C
C
20
20
20
20
20
20
20
20
9
2'-4''
A
5'-0''
C
21
21
21
21
4'-8''
C
21
21
21
21
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 22 of 60
SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS
5.5" Extruded Fascia (Detail L)
California Extruded Fascia (Detail G)
TABLE 5.5
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
90 MPH EXPOSURE C
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
0.041"x3"x3" Steel Cloverleaf (Detail W)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 5.5
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
TRIB
POST
MAX
WIDTH SPACING REQ'D
POST
(FT)
(PSF)
or 105 MPH EXPOSURE B
POST
5.5" Extruded Fascia (Detail L)
Attached Freestanding or
Structure Multispan Units
ON SLAB
FOR
(FT)
SLAB
California Extruded Fascia (Detail G)
Attached Freestanding or
Structure Multispan Units
MAX POST LENGTH
MIN
SPACING POST
FOOTER
SIZE
8'
10'
12'
CONSTRAINED FOOTER
MAX
POST
0.041"x3"x3" Steel Cloverleaf (Detail W)
Attached Freestanding or
Structure Multispan Units
MAX POST LENGTH
MIN FOOTER
SPACING POST
SIZE
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
FOOTER
SIZE
8'
10'
12'
CONSTRAINED FOOTER
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
21
90 MPH EXPOSURE B
20
3
11'-10''
A
10'-7''
B
21
21
23
24
10'-0''
B
21
21
22
23
8'-1''
A
19
21
23
24
3
4'-10''
A
7'-10''
C
17
19
20
21
7'-3''
C
17
18
19
20
5'-8''
B
15
18
20
LIVE
3.5
10'-2''
A
9'-11''
C
22
22
23
24
9'-2''
B
21
21
21
23
7'-4''
B
20
21
22
24
60
3.5
4'-2''
A
7'-2''
C
17
18
20
21
6'-8''
C
17
17
19
20
5'-1''
B
15
18
19
21
LOAD
4
8'-11''
A
9'-2''
C
22
22
22
24
8'-6''
B
22
22
22
23
6'-9''
B
20
21
22
23
4
3'-7''
A
6'-7''
C
18
18
19
21
6'-2''
C
17
17
19
20
4'-8''
B
16
18
19
20
ONLY
4.5
7'-11''
A
8'-7''
C
22
22
22
23
8'-0''
C
22
22
22
22
6'-3''
B
20
20
22
23
4.5
3'-2''
A
6'-2''
C
18
18
19
20
5'-9''
C
17
17
18
20
4'-3''
B
16
18
19
20
5
7'-1''
A
8'-1''
C
23
23
23
23
7'-6''
C
22
22
22
22
5'-10''
B
20
20
22
23
5
2'-11''
A
5'-9''
C
18
18
19
20
5'-4''
C
18
18
18
19
3'-11''
C
16
17
19
20
5.5
6'-5''
A
7'-8''
C
23
23
23
23
7'-1''
C
23
23
23
23
5'-6''
B
21
21
21
23
5.5
2'-7''
A
5'-5''
C
18
18
19
20
5'-1''
C
18
18
18
19
3'-8''
C
16
17
19
20
6
5'-11''
A
7'-3''
C
23
23
23
23
6'-9''
C
23
23
23
23
5'-2''
B
21
21
21
22
6
2'-5''
A
5'-2''
C
19
19
19
20
4'-9''
C
18
18
18
19
3'-6''
C
16
17
18
20
6.5
5'-5''
A
6'-11''
C
24
24
24
24
6'-5''
C
23
23
23
23
4'-11''
B
21
21
21
22
6.5
2'-2''
A
4'-11''
C
19
19
19
20
4'-7''
C
18
18
18
19
3'-3''
C
16
17
18
19
7
5'-1''
A
6'-7''
C
24
24
24
24
6'-2''
C
23
23
23
23
4'-8''
B
21
21
21
22
7
2'-1''
A
4'-8''
C
19
19
19
20
4'-4''
C
18
18
18
19
3'-1''
C
17
17
18
19
7.5
4'-9''
A
6'-4''
C
24
24
24
24
5'-11''
C
24
24
24
24
4'-5''
B
21
21
21
22
7.5
1'-11''
A
4'-5''
C
19
19
19
20
4'-2''
C
19
19
19
19
2'-11''
C
17
17
18
19
8
8.5
4'-5''
4'-2''
A
A
6'-1''
5'-10''
C
C
24
25
24
25
24
25
24
25
5'-8''
5'-6''
C
C
24
24
24
24
24
24
24
24
4'-3''
4'-0''
B
C
22
22
22
22
22
22
22
22
8
8.5
1'-9''
1'-8''
A
A
4'-3''
4'-1''
C
D
19
19
19
19
19
19
20
19
4'-0''
3'-10''
C
C
19
19
19
19
19
19
19
19
2'-9''
2'-8''
C
C
17
17
17
17
18
18
19
19
9
3'-11''
A
5'-8''
C
25
25
25
25
5'-3''
C
24
24
24
24
3'-10''
C
22
22
22
22
9.5
3'-9''
A
5'-6''
C
25
25
25
25
5'-1''
C
24
24
24
24
3'-9''
C
22
22
22
22
10
11
3'-6''
3'-2''
A
A
5'-4''
5'-0''
C
C
25
25
25
25
25
25
25
25
4'-11''
4'-8''
C
C
24
25
24
25
24
25
24
25
3'-7''
3'-4''
C
C
22
22
22
22
22
22
22
22
90 MPH EXPOSURE C
60
90 MPH EXPOSURE B
25
4'-10''
A
7'-10''
C
19
20
22
23
7'-3''
C
19
19
21
22
5'-8''
B
17
20
21
23
3.5
4
4'-2''
3'-7''
A
A
7'-2''
6'-7''
C
C
19
20
20
20
21
21
23
23
6'-8''
6'-2''
C
C
19
19
19
19
20
20
22
22
5'-1''
4'-8''
B
B
17
18
20
19
21
21
22
22
4.5
3'-2''
A
6'-2''
C
20
20
21
22
5'-9''
C
20
20
20
21
4'-3''
B
18
19
21
22
3
11'-4''
A
11'-0''
B
19
20
21
22
10'-7''
B
19
19
20
21
8'-9''
A
18
20
21
22
5
2'-11''
A
5'-9''
C
20
20
21
22
5'-4''
C
20
20
20
21
3'-11''
C
18
19
20
22
3.5
9'-8''
A
10'-5''
B
20
20
21
22
9'-9''
B
19
19
20
21
7'-11''
A
18
19
21
22
5.5
2'-7''
A
5'-5''
C
21
21
21
22
5'-1''
C
20
20
20
21
3'-8''
C
18
19
20
22
4
8'-6''
A
9'-9''
C
20
20
21
22
9'-1''
B
20
20
20
21
7'-3''
B
18
19
21
22
6
2'-5''
A
5'-2''
C
21
21
21
22
4'-9''
C
20
20
20
21
3'-6''
C
18
18
20
21
4.5
5
7'-6''
6'-9''
A
A
9'-2''
8'-7''
C
C
20
21
20
21
20
21
22
22
8'-6''
8'-0''
B
C
20
20
20
20
20
20
21
20
6'-9''
6'-3''
B
B
18
19
19
19
20
20
22
21
6.5
7
2'-2''
2'-1''
A
A
4'-11''
4'-8''
C
C
21
21
21
21
21
21
22
21
4'-7''
4'-4''
D
D
21
21
21
21
21
21
21
21
3'-3''
3'-1''
C
C
18
19
18
19
20
20
21
21
5.5
6'-2''
A
8'-2''
C
21
21
21
21
7'-7''
C
21
21
21
21
5'-11''
B
19
19
20
21
6
5'-8''
A
7'-9''
C
21
21
21
21
7'-2''
C
21
21
21
21
5'-7''
B
19
19
20
21
OVER-
6.5
7
5'-2''
4'-10''
A
A
7'-5''
7'-1''
C
C
22
22
22
22
22
22
22
22
6'-11''
6'-7''
C
C
21
21
21
21
21
21
21
21
5'-3''
5'-0''
B
B
19
19
19
19
19
19
21
21
HANG
(FT)
6'
7'
8'
9'
7.5
4'-6''
A
6'-10''
C
22
22
22
22
6'-4''
C
21
21
21
21
4'-9''
B
20
20
20
20
0'
3'
3.5'
4'
4.5'
5'
TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
10'
11'
12'
13'
14'
15'
5.5'
6'
6.5'
7'
16'
17'
18'
19'
20'
21'
22'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
8
4'-3''
A
6'-6''
C
22
22
22
22
6'-1''
C
22
22
22
22
4'-7''
B
20
20
20
20
1'
3.5'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
8.5
4'-0''
A
6'-4''
C
22
22
22
22
5'-10''
C
22
22
22
22
4'-5''
B
20
20
20
20
2'
n/a
n/a
n/a
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
9
9.5
3'-9''
3'-7''
A
A
6'-1''
5'-11''
C
C
22
23
22
23
22
23
22
23
5'-8''
5'-6''
C
C
22
22
22
22
22
22
22
22
4'-2''
4'-1''
B
C
20
20
20
20
20
20
20
20
3'
4'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
8'
n/a
8.5'
n/a
9'
n/a
9.5'
n/a
10'
10.5'
10.5'
11'
11'
11.5'
11.5'
12'
12'
12.5'
12.5'
13'
90 MPH EXPOSURE C
25
or 105 MPH EXPOSURE B
3
or 105 MPH EXPOSURE B
3
3.5
11'-4''
9'-8''
A
A
10'-5''
9'-7''
B
C
21
21
21
21
23
22
24
24
9'-9''
8'-11''
B
B
20
21
20
21
22
21
23
23
7'-10''
7'-1''
A
B
19
19
21
21
23
22
24
24
4
4.5
8'-6''
7'-6''
A
A
8'-11''
8'-4''
C
C
22
22
22
22
22
22
24
23
8'-3''
7'-9''
B
C
21
22
21
22
21
22
22
22
6'-6''
6'-1''
B
B
20
20
20
20
22
22
23
23
5
6'-9''
A
7'-10''
C
23
23
23
23
7'-3''
C
22
22
22
22
5'-8''
B
20
20
21
23
5.5
6'-2''
A
7'-5''
C
23
23
23
23
6'-11''
C
22
22
22
22
5'-3''
B
20
20
21
23
6
5'-8''
A
7'-0''
C
23
23
23
23
6'-6''
C
23
23
23
23
5'-0''
B
21
21
21
22
6.5
5'-2''
A
6'-8''
C
23
23
23
23
6'-3''
C
23
23
23
23
4'-8''
B
21
21
21
22
7
4'-10''
A
6'-5''
C
24
24
24
24
6'-0''
C
23
23
23
23
4'-6''
B
21
21
21
22
7.5
4'-6''
A
6'-2''
C
24
24
24
24
5'-9''
C
23
23
23
23
4'-3''
B
21
21
21
22
8
8.5
4'-3''
4'-0''
A
A
5'-11''
5'-8''
C
C
24
24
24
24
24
24
24
24
5'-6''
5'-4''
C
C
23
24
23
24
23
24
23
24
4'-1''
3'-11''
B
B
21
21
21
21
21
21
22
22
9
3'-9''
A
5'-6''
C
24
24
24
24
5'-1''
C
24
24
24
24
3'-9''
C
21
21
21
22
9.5
10
3'-7''
3'-4''
A
A
5'-4''
5'-2''
C
C
25
25
25
25
25
25
25
25
4'-11''
4'-9''
C
C
24
24
24
24
24
24
24
24
3'-7''
3'-5''
C
C
22
22
22
22
22
22
22
22
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2
6. CHOOSE A HEADER FROM TABLE 5.5 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.5
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 5.3 Post Requirements
for Attached Single Span Structures
Post Description
Max POST Detail
Hgt Code
Twin 0.062"x1.5"x1.5" Scroll
9'
A AC
0.042"x3"x8" Aluminum Post
11'
B N30
0.024"Post with Sideplates
12'
B N16, BK
Clover 0.030"x3"x3" Alum
11'
B N11, AH
Clover 0.040"x3"x3" Alum
12'
B N11, AH
Colonial 0.062" Extruded
12'
C AE
0.041"x3"x3" Steel Clover
12'
D N11, AH
0.041"x3"x3" Steel Clover
8'
E N11, AH
3/16"x3"x3" Steel Square
15'
H N17, AG
1/4""x3"x3" Steel Square
15'
I
N17, AG
3/16"x4"x4" Steel Square
15'
J N17, AG
1/2"x4"x4" Steel Square
15'
K N17, AG
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 5.5 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7
10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM)
TABLE 5.4
Post Requirements for
Freestanding Structures or Multispan Attached Structures
Post Description
Maximum
Max POST
Footing
Height Code Detail #
0.041"x3"x3" Steel Clover
d= 20''
9'
B
N11, AH
0.041"x3"x3" Steel Clover
d= 21''
8'
B
N11, AH
3/16"x3"x3" Steel Square
d= 28''
12'
C
N17, AG
3/16"x3"x3" Steel Square
d= 28''
8'
D
N17, AG
1/4""x3"x3" Steel Square
d= 28''
12'
D
N17, AG
3/16"x4"x4" Steel Square
d= 28''
12'
E
N17, AG
1/2"x4"x4" Steel Square
d= 37''
12'
D
N17, AG
1/2"x4"x4" Steel Square
d= 31''
15'
D
N17, AG
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.5
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnam@comcast.net
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 23 of 60
SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS
Classic Extruded Fascia (Detail H)
Alaskan Extruded Fascia (Detail K)
TABLE 5.6
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
Double Steel Cloverleaf (Detail AA)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 5.6
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
MAX
POST
(FT)
POST
ON SLAB
FOR
(FT)
SLAB
MAX POST LENGTH
MIN
SPACING POST
(FT)
Alaskan Extruded Fascia (Detail K)
Attached Freestanding or
Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
Double Steel Cloverleaf (Detail AA)
Attached Freestanding or
Structure Multispan Units
TYPE
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
90 MPH EXPOSURE B
10
3
22'-8''
A
15'-0''
B
21
21
23
24
13'-1''
A
20
20
22
23
13'-7''
A
20
22
23
24
LIVE
3.5
19'-5''
A
14'-3''
B
22
22
22
24
12'-5''
B
21
21
22
23
12'-10''
B
21
21
23
24
LOAD
4
17'-0''
A
13'-8''
B
22
22
22
24
11'-10''
B
21
21
21
23
12'-4''
B
22
22
23
ONLY
4.5
15'-1''
A
13'-1''
C
23
23
23
23
11'-5''
B
22
22
22
22
11'-10''
B
22
22
22
5
13'-7''
A
12'-8''
C
24
24
24
24
11'-0''
B
22
22
22
22
11'-5''
C
23
23
23
5.5
12'-4''
C
24
24
24
24
30
3
9'-6''
A
12'-9''
C
20
21
22
23
11'-1''
B
19
20
21
22
11'-6''
C
19
21
22
24
3.5
8'-2''
A
12'-1''
C
21
21
22
23
10'-6''
C
20
20
21
22
10'-11''
C
20
21
22
23
24
4
7'-1''
A
11'-7''
C
21
21
22
23
10'-0''
C
20
20
21
22
10'-5''
C
21
21
22
23
24
4.5
6'-4''
A
11'-1''
C
22
22
22
23
9'-4''
C
21
21
21
22
10'-0''
C
21
21
22
23
24
5
5'-8''
A
10'-9''
C
22
22
22
23
8'-10''
C
21
21
21
21
9'-8''
C
22
22
22
23
A
12'-3''
10'-8''
C
23
23
23
23
11'-1''
C
23
23
23
23
5.5
5'-2''
A
10'-5''
C
23
23
23
23
8'-5''
C
21
21
21
21
9'-5''
C
22
22
22
23
6
11'-4''
A
11'-11''
C
25
25
25
25
10'-4''
C
23
23
23
23
10'-9''
C
24
24
24
24
6
4'-9''
A
10'-1''
D
23
23
23
23
8'-0''
C
22
22
22
22
9'-1''
C
22
22
22
23
6.5
10'-5''
A
11'-7''
C
25
25
25
25
9'-11''
C
24
24
24
24
10'-6''
C
24
24
24
24
6.5
4'-4''
A
9'-10''
D
24
24
24
24
7'-8''
C
22
22
22
22
8'-11''
C
23
23
23
23
7
9'-8''
A
11'-4''
C
25
25
25
25
9'-6''
C
24
24
24
24
10'-3''
C
25
25
25
25
7
4'-1''
A
9'-7''
D
24
24
24
24
7'-4''
C
22
22
22
22
8'-8''
D
23
23
23
23
7.5
9'-1''
A
11'-1''
C
26
26
26
26
9'-2''
C
24
24
24
24
10'-0''
C
25
25
25
25
7.5
3'-9''
A
9'-4''
D
24
24
24
24
7'-1''
C
22
22
22
22
8'-5''
D
24
24
24
24
8
8'-6''
A
10'-10''
C
26
26
26
26
8'-10''
C
24
24
24
24
9'-9''
C
25
25
25
25
8
3'-6''
A
9'-2''
D
25
25
25
25
6'-10''
C
22
22
22
22
8'-2''
D
24
24
24
24
8.5
8'-0''
A
10'-7''
C
27
27
27
27
8'-7''
C
25
25
25
25
9'-7''
C
26
26
26
26
8.5
3'-4''
A
9'-0''
D
25
25
25
25
6'-7''
C
23
23
23
23
7'-11''
D
24
24
24
24
9
7'-6''
A
10'-5''
C
27
27
27
27
8'-4''
C
25
25
25
25
9'-5''
C
26
26
26
26
9
3'-2''
A
8'-10''
D
25
25
25
25
6'-5''
C
23
23
23
23
7'-9''
D
24
24
24
24
9.5
7'-2''
A
10'-3''
C
27
27
27
27
8'-1''
C
25
25
25
25
9'-3''
C
26
26
26
26
9.5
3'-0''
A
8'-8''
D
26
26
26
26
6'-2''
C
23
23
23
23
7'-6''
D
25
25
25
25
10
6'-9''
A
10'-0''
D
27
27
27
27
7'-10''
C
25
25
25
25
9'-1''
C
27
27
27
27
11
6'-2''
A
9'-9''
D
28
28
28
28
7'-5''
C
26
26
26
26
8'-9''
C
27
27
27
27
12
13
5'-8''
5'-2''
A
A
9'-5''
9'-2''
D
D
29
29
29
29
29
29
29
29
7'-1''
6'-9''
C
C
26
26
26
26
26
26
26
26
8'-5''
8'-1''
D
D
28
28
28
28
28
28
28
28
4.5
6'-4''
A
10'-7''
C
24
24
24
25
8'-8''
C
23
23
23
23
9'-6''
C
23
23
23
25
A
14'-2''
24
26
12'-4''
B
22
22
23
25
12'-10''
B
22
23
25
26
5
5'-8''
A
10'-2''
C
25
25
25
25
8'-2''
C
23
23
23
23
9'-2''
C
24
24
24
25
90 MPH EXPOSURE C
LIVE
POST
WIDTH SPACING REQ'D
(PSF)
90 MPH EXPOSURE B
10
TRIB
Classic Extruded Fascia (Detail H)
Attached Freestanding or
Structure Multispan Units
3
22'-8''
90 MPH EXPOSURE C
30
or 105 MPH EXPOSURE B
B
23
23
or 105 MPH EXPOSURE B
3
9'-6''
A
12'-1''
C
22
22
24
25
10'-6''
C
21
21
23
24
10'-11''
C
21
23
24
25
3.5
4
8'-2''
7'-1''
A
A
11'-6''
11'-0''
C
C
23
23
23
23
24
23
25
25
9'-11''
9'-3''
C
C
22
22
22
22
23
22
24
24
10'-4''
9'-11''
C
C
22
23
22
23
24
24
25
25
3.5
19'-5''
A
13'-6''
C
24
24
24
26
11'-9''
B
23
23
23
25
12'-2''
B
23
23
25
26
5.5
5'-2''
A
9'-11''
D
25
25
25
25
7'-9''
C
23
23
23
23
8'-11''
C
24
24
24
25
LOAD
4
17'-0''
A
12'-11''
C
25
25
25
25
11'-2''
B
24
24
24
24
11'-8''
C
24
24
24
26
6
4'-9''
A
9'-7''
D
26
26
26
26
7'-5''
C
24
24
24
24
8'-8''
C
25
25
25
25
ONLY
4.5
15'-1''
A
12'-5''
C
25
25
25
25
10'-9''
C
24
24
24
24
11'-2''
C
25
25
25
26
6.5
4'-4''
A
9'-4''
D
26
26
26
26
7'-1''
C
24
24
24
24
8'-5''
D
25
25
25
25
5
13'-7''
A
12'-0''
C
26
26
26
26
10'-5''
C
25
25
25
25
10'-10''
C
25
25
25
25
7
4'-1''
A
9'-1''
D
27
27
27
27
6'-9''
C
24
24
24
24
8'-1''
D
26
26
26
26
5.5
12'-4''
A
11'-7''
C
27
27
27
27
9'-11''
C
25
25
25
25
10'-6''
C
26
26
26
26
7.5
3'-9''
A
8'-11''
D
27
27
27
27
6'-6''
C
24
24
24
24
7'-10''
D
26
26
26
26
6
11'-4''
A
11'-3''
C
27
27
27
27
9'-6''
C
26
26
26
26
10'-2''
C
26
26
26
26
8
3'-6''
A
8'-9''
D
27
27
27
27
6'-3''
C
25
25
25
25
7'-7''
D
26
26
26
26
6.5
10'-5''
A
11'-0''
C
28
28
28
28
9'-1''
C
26
26
26
26
9'-11''
C
27
27
27
27
8.5
3'-4''
A
8'-6''
D
28
28
28
28
6'-1''
C
25
25
25
25
7'-4''
D
26
26
26
26
7
9'-8''
A
10'-8''
C
28
28
28
28
8'-9''
C
26
26
26
26
9'-8''
C
27
27
27
27
9
3'-2''
A
8'-5''
D
28
28
28
28
5'-11''
C
25
25
25
25
7'-2''
D
27
27
27
27
7.5
9'-1''
A
10'-5''
C
28
28
28
28
8'-5''
C
26
26
26
26
9'-5''
C
27
27
27
27
8
8'-6''
A
10'-3''
D
29
29
29
29
8'-2''
C
27
27
27
27
9'-3''
C
28
28
28
28
8.5
8'-0''
A
10'-0''
D
29
29
29
29
7'-10''
C
27
27
27
27
9'-1''
C
28
28
28
28
9.5
3'-0''
A
8'-3''
90 MPH EXPOSURE C
40
D
28
28
28
28
5'-8''
D
25
25
25
25
7'-0''
D
27
27
27
27
23
25
9'-10''
C
21
21
22
24
10'-4''
C
21
22
24
25
or 105 MPH EXPOSURE B
3
7'-2''
A
11'-5''
C
22
22
9
7'-6''
A
9'-10''
D
30
30
30
30
7'-7''
C
27
27
27
27
8'-11''
C
29
29
29
29
3.5
6'-2''
A
10'-10''
C
22
22
23
25
9'-0''
C
21
21
22
23
9'-9''
C
22
22
24
25
9.5
7'-2''
A
9'-8''
D
30
30
30
30
7'-5''
C
27
27
27
27
8'-9''
D
29
29
29
29
4
5'-5''
A
10'-4''
C
23
23
23
24
8'-5''
C
21
21
22
23
9'-4''
C
22
22
23
25
10
6'-9''
A
9'-6''
D
30
30
30
30
7'-2''
C
28
28
28
28
8'-7''
D
29
29
29
29
4.5
4'-9''
A
10'-0''
C
24
24
24
24
7'-11''
C
22
22
22
23
9'-0''
C
23
23
23
25
11
6'-2''
A
9'-2''
D
31
31
31
31
6'-10''
C
28
28
28
28
8'-2''
D
30
30
30
30
5
4'-4''
A
9'-7''
D
24
24
24
24
7'-5''
C
22
22
22
23
8'-8''
C
23
23
23
24
12
13
5'-8''
5'-2''
A
A
8'-11''
8'-8''
D
D
32
32
32
32
32
32
32
32
6'-6''
6'-2''
C
C
28
29
28
29
28
29
28
29
7'-10''
7'-6''
D
D
30
31
30
31
30
31
30
31
5.5
6
3'-11''
3'-7''
A
A
9'-4''
9'-1''
D
D
25
25
25
25
25
25
25
25
7'-1''
6'-9''
C
C
23
23
23
23
23
23
23
23
8'-5''
8'-1''
D
D
24
24
24
24
24
24
24
24
6.5
3'-4''
A
8'-10''
D
26
26
26
26
6'-5''
C
23
23
23
23
7'-9''
D
25
25
25
25
24
7
3'-1''
A
8'-7''
D
26
26
26
26
6'-2''
C
23
23
23
23
7'-5''
D
25
25
25
25
90 MPH EXPOSURE B
20
3
11'-10''
A
13'-3''
C
20
21
22
23
11'-6''
B
19
20
21
22
12'-0''
B
20
21
23
LIVE
3.5
10'-2''
A
12'-7''
C
21
21
22
23
10'-11''
B
20
20
21
22
11'-4''
C
20
21
22
24
7.5
2'-10''
A
8'-5''
D
26
26
26
26
5'-11''
C
24
24
24
24
7'-2''
D
25
25
25
25
LOAD
4
8'-11''
A
12'-0''
C
22
22
22
23
10'-5''
C
21
21
21
22
10'-10''
C
21
21
22
23
8
2'-8''
A
8'-3''
D
27
27
27
27
5'-8''
D
24
24
24
24
7'-0''
D
25
25
25
25
ONLY
4.5
5
7'-11''
7'-1''
A
A
11'-7''
11'-2''
C
C
22
23
22
23
22
23
23
23
9'-11''
9'-5''
C
C
21
21
21
21
21
21
22
22
10'-5''
10'-1''
C
C
21
22
21
22
22
22
23
23
8.5
9
2'-6''
2'-4''
A
A
7'-11''
7'-9''
D
D
27
27
27
27
27
27
27
27
5'-6''
5'-4''
D
D
24
24
24
24
24
24
24
24
6'-9''
6'-7''
D
D
26
26
26
26
26
26
26
26
5.5
6'-5''
A
10'-10''
C
23
23
23
23
8'-11''
C
22
22
22
22
9'-9''
C
22
22
22
23
6
5'-11''
A
10'-6''
C
24
24
24
24
8'-6''
C
22
22
22
22
9'-6''
C
23
23
23
23
11'-11''
C
19
20
22
23
10'-4''
C
19
19
21
22
6.5
5'-5''
A
10'-3''
C
24
24
24
24
8'-2''
C
22
22
22
22
9'-3''
C
23
23
23
23
3.5
6'-2''
A
11'-4''
C
20
20
22
23
9'-8''
C
19
19
21
22
7
5'-1''
A
10'-0''
D
24
24
24
24
7'-10''
C
22
22
22
22
9'-0''
C
24
24
24
24
4
5'-5''
A
10'-10''
C
21
21
21
23
9'-0''
C
20
20
20
22
7.5
4'-9''
A
9'-9''
D
25
25
25
25
7'-7''
C
23
23
23
23
8'-10''
C
24
24
24
24
4.5
4'-9''
A
10'-5''
C
21
21
21
22
8'-5''
C
20
20
20
21
8
4'-5''
A
9'-7''
D
25
25
25
25
7'-3''
C
23
23
23
23
8'-7''
C
24
24
24
24
5
4'-4''
A
10'-0''
D
22
22
22
22
8'-0''
C
20
20
20
21
8.5
4'-2''
A
9'-4''
D
25
25
25
25
7'-1''
C
23
23
23
23
8'-5''
D
25
25
25
25
5.5
3'-11''
A
9'-9''
D
22
22
22
22
7'-7''
C
20
20
20
21
9
3'-11''
A
9'-2''
D
26
26
26
26
6'-10''
C
23
23
23
23
8'-2''
D
25
25
25
25
6
3'-7''
A
9'-5''
D
23
23
23
23
7'-2''
C
21
21
21
21
6.5
90 MPH EXPOSURE B
40
3
7'-2''
A
9.5
3'-9''
A
9'-0''
D
26
26
26
26
6'-7''
C
24
24
24
24
7'-11''
D
25
25
25
25
3'-4''
A
9'-2''
D
23
23
23
23
6'-11''
C
21
21
21
21
10
3'-6''
A
8'-10''
D
26
26
26
26
6'-5''
C
24
24
24
24
7'-9''
D
25
25
25
25
7
3'-1''
A
9'-0''
D
24
24
24
24
6'-7''
C
21
21
21
21
11
3'-2''
A
8'-7''
D
27
27
27
27
6'-1''
C
24
24
24
24
7'-5''
D
26
26
26
26
7.5
2'-10''
A
8'-9''
D
24
24
24
24
6'-4''
C
21
21
21
21
12
13
2'-11''
2'-8''
A
A
8'-4''
8'-0''
D
D
27
28
27
28
27
28
27
28
5'-10''
5'-6''
D
D
24
25
24
25
24
25
24
25
7'-1''
6'-10''
D
D
26
26
26
26
26
26
26
26
8
8.5
2'-8''
2'-6''
A
A
8'-7''
8'-5''
D
D
24
25
24
25
24
25
24
25
6'-2''
5'-11''
C
D
22
22
22
22
22
22
22
22
9
2'-4''
A
8'-3''
D
25
25
25
25
5'-9''
D
22
22
22
22
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 24 of 60
SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS
Classic Extruded Fascia (Detail H)
Alaskan Extruded Fascia (Detail K)
TABLE 5.6
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
90 MPH EXPOSURE C
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
Double Steel Cloverleaf (Detail AA)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 5.6
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
TRIB
POST
MAX
WIDTH SPACING REQ'D
POST
(FT)
(PSF)
or 105 MPH EXPOSURE B
POST
Classic Extruded Fascia (Detail H)
Attached Freestanding or
Structure Multispan Units
ON SLAB
FOR
(FT)
SLAB
Alaskan Extruded Fascia (Detail K)
Attached Freestanding or
Structure Multispan Units
MAX POST LENGTH
MIN
SPACING POST
FOOTER
SIZE
8'
10'
12'
CONSTRAINED FOOTER
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
Double Steel Cloverleaf (Detail AA)
Attached Freestanding or
Structure Multispan Units
MAX POST LENGTH
MIN FOOTER
SPACING POST
SIZE
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
FOOTER
SIZE
8'
10'
12'
CONSTRAINED FOOTER
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
23
90 MPH EXPOSURE B
20
3
11'-10''
A
12'-9''
C
22
22
24
25
11'-1''
B
21
21
23
24
11'-6''
C
22
23
24
26
3
4'-10''
A
10'-6''
C
19
20
21
22
8'-7''
C
17
19
20
21
9'-6''
C
18
20
22
LIVE
3.5
10'-2''
A
12'-1''
C
23
23
24
25
10'-6''
C
22
22
23
24
10'-11''
C
22
23
24
25
60
3.5
4'-2''
A
10'-0''
D
19
20
21
22
7'-11''
C
18
19
20
21
9'-0''
C
19
20
21
23
LOAD
4
8'-11''
A
11'-7''
C
24
24
24
25
10'-0''
C
23
23
23
24
10'-5''
C
23
23
24
25
4
3'-7''
A
9'-7''
D
20
20
21
22
7'-4''
C
18
18
20
21
8'-7''
C
19
20
21
22
ONLY
4.5
7'-11''
A
11'-1''
C
24
24
24
25
9'-4''
C
23
23
23
24
10'-0''
C
24
24
24
25
4.5
3'-2''
A
9'-2''
D
20
20
21
22
6'-11''
C
19
19
19
21
8'-3''
D
20
20
21
22
5
7'-1''
A
10'-9''
C
25
25
25
25
8'-10''
C
24
24
24
24
9'-8''
C
24
24
24
25
5
2'-11''
A
8'-10''
D
21
21
21
22
6'-6''
C
19
19
19
21
7'-10''
D
20
20
21
22
5.5
6'-5''
A
10'-5''
C
26
26
26
26
8'-5''
C
24
24
24
24
9'-5''
C
25
25
25
25
5.5
2'-7''
A
8'-7''
D
21
21
21
22
6'-2''
C
19
19
19
20
7'-5''
D
20
20
21
22
22
6
5'-11''
A
10'-1''
C
26
26
26
26
8'-0''
C
24
24
24
24
9'-1''
C
25
25
25
25
6
2'-5''
A
8'-4''
D
22
22
22
22
5'-10''
D
19
19
19
20
7'-2''
D
21
21
21
6.5
5'-5''
A
9'-10''
D
27
27
27
27
7'-8''
C
24
24
24
24
8'-11''
C
26
26
26
26
6.5
2'-2''
A
8'-1''
D
22
22
22
22
5'-7''
D
20
20
20
20
6'-10''
D
21
21
21
22
7
5'-1''
A
9'-7''
D
27
27
27
27
7'-4''
C
25
25
25
25
8'-8''
C
26
26
26
26
7
2'-1''
A
7'-9''
D
22
22
22
22
5'-4''
D
20
20
20
20
6'-7''
D
21
21
21
21
7.5
4'-9''
A
9'-4''
D
27
27
27
27
7'-1''
C
25
25
25
25
8'-5''
D
27
27
27
27
7.5
1'-11''
A
7'-6''
D
23
23
23
23
5'-2''
D
20
20
20
20
6'-4''
D
21
21
21
21
8
8.5
4'-5''
4'-2''
A
A
9'-2''
9'-0''
D
D
28
28
28
28
28
28
28
28
6'-10''
6'-7''
C
C
25
25
25
25
25
25
25
25
8'-2''
7'-11''
D
D
27
27
27
27
27
27
27
27
8
8.5
1'-9''
1'-8''
A
A
7'-2''
7'-0''
D
D
23
23
23
23
23
23
23
23
4'-11''
4'-9''
D
D
20
20
20
20
20
20
20
20
6'-2''
5'-11''
D
D
22
22
22
22
22
22
22
22
9
3'-11''
A
8'-10''
D
29
29
29
29
6'-5''
C
26
26
26
26
7'-9''
D
27
27
27
27
9.5
3'-9''
A
8'-8''
D
29
29
29
29
6'-2''
C
26
26
26
26
7'-6''
D
28
28
28
28
90 MPH EXPOSURE C
10
11
3'-6''
3'-2''
A
A
8'-6''
8'-3''
D
D
29
30
29
30
29
30
29
30
6'-0''
5'-8''
C
D
26
26
26
26
26
26
26
26
7'-4''
7'-0''
D
D
28
28
28
28
28
28
28
28
4.5
3'-2''
A
9'-2''
D
23
23
12'-0''
B
20
21
23
24
5
2'-11''
A
8'-10''
D
24
24
60
90 MPH EXPOSURE B
25
4'-10''
A
10'-6''
C
21
22
23
24
8'-7''
C
20
20
22
23
9'-6''
C
20
22
23
25
3.5
4
4'-2''
3'-7''
A
A
10'-0''
9'-7''
D
D
22
22
22
22
23
23
24
24
7'-11''
7'-4''
C
D
20
21
20
21
22
21
23
23
9'-0''
8'-7''
C
D
21
22
22
22
23
23
25
24
23
24
6'-11''
D
21
21
21
23
8'-3''
D
22
22
23
24
24
24
6'-6''
D
21
21
21
22
7'-10''
D
23
23
23
24
3
11'-4''
A
13'-3''
C
20
21
22
23
11'-6''
B
19
20
21
22
3.5
9'-8''
A
12'-7''
C
21
21
22
23
10'-11''
B
20
20
21
22
11'-4''
C
20
21
22
24
5.5
2'-7''
A
8'-7''
D
24
24
24
24
6'-2''
D
22
22
22
22
7'-5''
D
23
23
23
24
4
8'-6''
A
12'-0''
C
22
22
22
23
10'-5''
C
21
21
21
22
10'-10''
C
21
21
22
23
6
2'-5''
A
8'-4''
D
24
24
24
24
5'-10''
D
22
22
22
22
7'-2''
D
23
23
23
24
4.5
5
7'-6''
6'-9''
A
A
11'-7''
11'-2''
C
C
22
23
22
23
22
23
23
23
9'-11''
9'-5''
C
C
21
21
21
21
21
21
22
22
10'-5''
10'-1''
C
C
21
22
21
22
22
22
23
23
6.5
7
2'-2''
2'-1''
A
A
8'-1''
7'-9''
D
D
25
25
25
25
25
25
25
25
5'-7''
5'-4''
D
D
22
22
22
22
22
22
22
22
6'-10''
6'-7''
D
D
24
24
24
24
24
24
24
24
5.5
6'-2''
A
10'-10''
C
23
23
23
23
8'-11''
C
22
22
22
22
9'-9''
C
22
22
22
23
6
5'-8''
A
10'-6''
C
24
24
24
24
8'-6''
C
22
22
22
22
9'-6''
C
23
23
23
23
OVER-
6.5
7
5'-2''
4'-10''
A
A
10'-3''
10'-0''
C
D
24
24
24
24
24
24
24
24
8'-2''
7'-10''
C
C
22
22
22
22
22
22
22
22
9'-3''
9'-0''
C
C
23
24
23
24
23
24
23
24
HANG
(FT)
6'
7'
8'
9'
7.5
4'-6''
A
9'-9''
D
25
25
25
25
7'-7''
C
23
23
23
23
8'-10''
C
24
24
24
24
0'
3'
3.5'
4'
4.5'
5'
TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
10'
11'
12'
13'
14'
15'
5.5'
6'
6.5'
7'
16'
17'
18'
19'
20'
21'
22'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
8
4'-3''
A
9'-7''
D
25
25
25
25
7'-3''
C
23
23
23
23
8'-7''
D
24
24
24
24
1'
3.5'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
8.5
4'-0''
A
9'-4''
D
25
25
25
25
7'-1''
C
23
23
23
23
8'-5''
D
25
25
25
25
2'
n/a
n/a
n/a
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
9
9.5
3'-9''
3'-7''
A
A
9'-2''
9'-0''
D
D
26
26
26
26
26
26
26
26
6'-10''
6'-7''
C
C
23
24
23
24
23
24
23
24
8'-2''
7'-11''
D
D
25
25
25
25
25
25
25
25
3'
4'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
8'
n/a
8.5'
n/a
9'
n/a
9.5'
n/a
10'
10.5'
10.5'
11'
11'
11.5'
11.5'
12'
12'
12.5'
12.5'
13'
90 MPH EXPOSURE C
25
or 105 MPH EXPOSURE B
3
or 105 MPH EXPOSURE B
3
3.5
11'-4''
9'-8''
A
A
12'-6''
11'-11''
C
C
22
23
22
23
24
24
25
25
10'-10''
10'-4''
B
C
21
22
21
22
23
23
24
24
11'-3''
10'-9''
C
C
22
22
23
22
24
24
26
25
4
4.5
8'-6''
7'-6''
A
A
11'-4''
10'-11''
C
C
24
24
24
24
24
24
25
25
9'-8''
9'-1''
C
C
23
23
23
23
23
23
24
24
10'-3''
9'-10''
C
C
23
24
23
24
24
24
25
25
5
6'-9''
A
10'-7''
C
25
25
25
25
8'-7''
C
23
23
23
23
9'-6''
C
24
24
24
25
5.5
6'-2''
A
10'-3''
C
25
25
25
25
8'-2''
C
24
24
24
24
9'-3''
C
25
25
25
25
6
5'-8''
A
9'-11''
D
26
26
26
26
7'-9''
C
24
24
24
24
8'-11''
C
25
25
25
25
6.5
5'-2''
A
9'-8''
D
26
26
26
26
7'-5''
C
24
24
24
24
8'-9''
C
26
26
26
26
7
4'-10''
A
9'-5''
D
27
27
27
27
7'-2''
C
25
25
25
25
8'-6''
D
26
26
26
26
7.5
4'-6''
A
9'-2''
D
27
27
27
27
6'-11''
C
25
25
25
25
8'-3''
D
26
26
26
26
8
8.5
4'-3''
4'-0''
A
A
9'-0''
8'-10''
D
D
28
28
28
28
28
28
28
28
6'-8''
6'-5''
C
C
25
25
25
25
25
25
25
25
8'-0''
7'-9''
D
D
27
27
27
27
27
27
27
27
9
3'-9''
A
8'-8''
D
28
28
28
28
6'-3''
C
25
25
25
25
7'-6''
D
27
27
27
27
9.5
10
3'-7''
3'-4''
A
A
8'-6''
8'-4''
D
D
29
29
29
29
29
29
29
29
6'-0''
5'-10''
C
C
26
26
26
26
26
26
26
26
7'-4''
7'-2''
D
D
27
28
27
28
27
28
27
28
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2
6. CHOOSE A HEADER FROM TABLE 5.6 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.6
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 5.3 Post Requirements
for Attached Single Span Structures
Post Description
Max POST DETAIL
Hgt Code
Twin 0.062"x1.5"x1.5" Scroll
9'
A AC
0.042"x3"x8" Aluminum Post
11'
B N30
0.024"Post with Sideplates
12'
B N16, BK
Clover 0.030"x3"x3" Alum
11'
B N11, AH
Clover 0.040"x3"x3" Alum
12'
B N11, AH
Colonial 0.062" Extruded
12'
C AE
0.041"x3"x3" Steel Clover
12'
D N11, AH
0.041"x3"x3" Steel Clover
8'
E N11, AH
3/16"x3"x3" Steel Square
15'
H N17, AG
1/4""x3"x3" Steel Square
15'
I
N17, AG
3/16"x4"x4" Steel Square
15'
J N17, AG
1/2"x4"x4" Steel Square
15'
K N17, AG
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 5.6 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7
10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM)
TABLE 5.4
Post Requirements for
Freestanding Structures or Multispan Attached Structures
Post Description
Maximum
Max POST
Footing
Height Code Detail #
0.041"x3"x3" Steel Clover
d= 20''
9'
B
N11, AH
0.041"x3"x3" Steel Clover
d= 21''
8'
B
N11, AH
3/16"x3"x3" Steel Square
d= 28''
12'
C
N17, AG
3/16"x3"x3" Steel Square
d= 28''
8'
D
N17, AG
1/4""x3"x3" Steel Square
d= 28''
12'
D
N17, AG
3/16"x4"x4" Steel Square
d= 28''
12'
E
N17, AG
1/2"x4"x4" Steel Square
d= 37''
12'
D
N17, AG
1/2"x4"x4" Steel Square
d= 31''
15'
D
N17, AG
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.6
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnam@comcast.net
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 25 of 60
SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS
4"x3" I Beam (Detail Y)
7"x4" I Beam (Detail Q)
TABLE 5.7
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
16 Gauge x3"x8" Steel C (Detail T)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 5.7
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
MAX
POST
(FT)
POST
ON SLAB
FOR
(FT)
SLAB
MAX POST LENGTH
MIN
SPACING POST
(FT)
7"x4" I Beam (Detail Q)
Attached Freestanding or
Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
"d"
(in)
(FT)
16 Gauge x3"x8" Steel C (Detail T)
Attached Freestanding or
Structure Multispan Units
TYPE
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
90 MPH EXPOSURE B
10
3
22'-8''
A
10'-10''
A
19
22
23
24
14'-11''
B
21
25
27
28
17'-6''
B
22
27
29
30
LIVE
3.5
19'-5''
A
10'-5''
A
20
21
23
24
14'-5''
B
22
25
27
28
15'-9''
B
23
26
28
29
LOAD
4
17'-0''
A
10'-1''
A
20
21
23
24
13'-11''
B
23
25
26
28
14'-5''
C
23
26
27
ONLY
4.5
15'-1''
A
9'-10''
B
21
21
23
24
13'-6''
C
23
25
26
28
13'-4''
C
23
25
27
5
13'-7''
A
9'-7''
B
21
21
22
24
13'-2''
C
24
25
26
28
12'-4''
C
23
25
26
5.5
12'-4''
A
9'-0''
B
22
22
22
23
30
3
9'-6''
A
9'-11''
B
18
21
23
24
14'-11''
C
21
25
27
28
12'-8''
C
20
25
27
28
3.5
8'-2''
A
8'-10''
B
19
21
22
23
14'-5''
C
22
25
27
28
11'-5''
C
20
24
26
27
29
4
7'-1''
A
8'-0''
B
19
20
22
23
13'-11''
C
23
25
26
28
10'-4''
C
20
24
25
27
28
4.5
6'-4''
A
7'-3''
B
19
20
21
22
13'-1''
C
23
25
26
27
9'-6''
C
21
23
25
26
28
5
5'-8''
A
6'-8''
B
19
20
21
22
12'-1''
C
23
24
26
27
8'-9''
C
21
23
25
26
12'-11''
C
24
25
26
27
11'-6''
C
24
25
26
27
5.5
5'-2''
A
6'-2''
B
19
19
21
22
11'-2''
D
23
24
25
27
8'-0''
C
21
23
24
25
6
11'-4''
A
8'-5''
B
22
22
22
23
12'-7''
C
25
25
26
27
10'-10''
C
24
24
26
27
6
4'-9''
A
5'-9''
C
19
19
20
22
10'-5''
D
23
23
25
26
7'-4''
C
21
22
24
25
6.5
10'-5''
A
7'-10''
B
22
22
22
23
12'-4''
C
26
26
26
27
10'-3''
C
24
24
25
27
6.5
4'-4''
A
5'-4''
C
19
19
20
21
9'-10''
D
24
24
25
26
6'-10''
C
21
22
23
25
7
9'-8''
A
7'-5''
B
22
22
22
23
12'-2''
C
26
26
26
27
9'-8''
C
24
24
25
26
7
4'-1''
A
5'-0''
C
19
19
20
21
9'-3''
D
24
24
24
26
6'-4''
C
21
22
23
24
7.5
9'-1''
A
7'-0''
B
22
22
22
22
11'-11''
C
26
26
26
27
9'-2''
C
24
24
25
26
7.5
3'-9''
A
4'-9''
C
19
19
20
21
8'-9''
D
24
24
24
25
5'-11''
C
21
21
23
24
8
8'-6''
A
6'-8''
B
22
22
22
22
11'-9''
C
27
27
27
27
8'-9''
C
24
24
25
26
8
3'-6''
A
4'-5''
C
19
19
20
21
8'-3''
D
24
24
24
25
5'-6''
C
21
21
22
24
8.5
8'-0''
A
6'-4''
B
22
22
22
22
11'-6''
C
27
27
27
27
8'-4''
C
24
24
24
26
8.5
3'-4''
A
4'-3''
C
20
20
20
21
7'-10''
D
24
24
24
25
5'-3''
C
21
21
22
23
9
7'-6''
A
6'-0''
B
22
22
22
22
11'-0''
D
27
27
27
27
7'-10''
C
24
24
24
25
9
3'-2''
A
4'-0''
C
20
20
20
20
7'-6''
D
24
24
24
24
4'-11''
C
21
21
22
23
9.5
7'-2''
A
5'-9''
B
22
22
22
22
10'-7''
D
27
27
27
27
7'-5''
C
24
24
24
25
9.5
3'-0''
A
3'-10''
C
20
20
20
20
7'-2''
D
24
24
24
24
4'-8''
C
21
21
22
23
10
6'-9''
A
5'-6''
B
23
23
23
23
10'-2''
D
28
28
28
28
7'-1''
C
24
24
24
25
11
6'-2''
A
5'-1''
C
23
23
23
23
9'-5''
D
28
28
28
28
6'-5''
C
24
24
24
24
12
13
5'-8''
5'-2''
A
A
4'-9''
4'-5''
C
C
23
23
23
23
23
23
23
23
8'-9''
8'-2''
D
D
28
28
28
28
28
28
28
28
5'-11''
5'-5''
C
C
25
25
25
25
25
25
25
25
4.5
6'-4''
A
6'-5''
B
20
21
23
24
11'-8''
C
25
26
28
29
8'-5''
C
22
25
27
28
A
10'-0''
25
26
13'-10''
B
23
27
29
30
15'-9''
C
24
29
30
32
5
5'-8''
A
5'-10''
B
21
21
22
24
10'-9''
D
25
26
27
29
7'-7''
C
22
24
26
27
90 MPH EXPOSURE C
LIVE
POST
WIDTH SPACING REQ'D
(PSF)
90 MPH EXPOSURE B
10
TRIB
4"x3" I Beam (Detail Y)
Attached Freestanding or
Structure Multispan Units
3
22'-8''
90 MPH EXPOSURE C
30
or 105 MPH EXPOSURE B
A
21
23
or 105 MPH EXPOSURE B
3
9'-6''
A
8'-10''
B
20
23
24
25
13'-10''
C
23
27
29
30
11'-5''
C
22
27
28
30
3.5
4
8'-2''
7'-1''
A
A
7'-10''
7'-1''
B
B
20
20
22
22
24
23
25
24
13'-4''
12'-9''
C
C
24
25
27
27
29
28
30
30
10'-3''
9'-3''
C
C
22
22
26
25
28
27
29
28
3.5
19'-5''
A
9'-7''
A
21
23
24
26
13'-4''
C
24
27
29
30
14'-2''
C
24
28
30
31
5.5
5'-2''
A
5'-5''
B
21
21
22
23
9'-11''
D
25
25
27
28
6'-11''
C
22
24
25
27
LOAD
4
17'-0''
A
9'-4''
B
22
23
24
26
12'-11''
C
25
27
28
30
12'-11''
C
25
27
29
31
6
4'-9''
A
5'-0''
B
21
21
22
23
9'-3''
D
25
25
26
28
6'-4''
C
22
23
25
26
ONLY
4.5
15'-1''
A
9'-1''
B
23
23
24
26
12'-6''
C
25
27
28
30
11'-11''
C
25
27
29
30
6.5
4'-4''
A
4'-8''
C
21
21
21
23
8'-8''
D
25
25
26
27
5'-10''
C
22
23
25
26
5
13'-7''
A
8'-6''
B
23
23
24
25
12'-2''
C
26
26
28
29
11'-0''
C
25
26
28
30
7
4'-1''
A
4'-5''
C
21
21
21
23
8'-2''
D
26
26
26
27
5'-5''
C
22
23
24
26
5.5
12'-4''
A
7'-11''
B
23
23
24
25
11'-11''
C
27
27
28
29
10'-3''
C
26
26
28
29
7.5
3'-9''
A
4'-1''
C
21
21
21
22
7'-8''
D
26
26
26
27
5'-1''
C
22
22
24
25
6
11'-4''
A
7'-5''
B
24
24
24
25
11'-8''
C
27
27
28
29
9'-8''
C
26
26
27
29
8
3'-6''
A
3'-11''
C
21
21
21
22
7'-3''
D
26
26
26
27
4'-9''
C
22
22
24
25
6.5
10'-5''
A
6'-11''
B
24
24
24
24
11'-5''
C
28
28
28
29
9'-1''
C
26
26
27
28
8.5
3'-4''
A
3'-8''
C
21
21
21
22
6'-11''
D
26
26
26
26
4'-6''
C
22
22
23
25
7
9'-8''
A
6'-6''
B
24
24
24
24
11'-3''
C
28
28
28
29
8'-7''
C
26
26
27
28
9
3'-2''
A
3'-6''
C
21
21
21
22
6'-7''
D
26
26
26
26
4'-3''
C
22
22
23
25
7.5
9'-1''
A
6'-2''
B
24
24
24
24
11'-0''
D
29
29
29
29
8'-1''
C
26
26
26
28
8
8'-6''
A
5'-10''
C
24
24
24
24
10'-8''
D
29
29
29
29
7'-7''
C
26
26
26
27
8.5
8'-0''
A
5'-6''
C
24
24
24
24
10'-2''
D
29
29
29
29
7'-1''
C
26
26
26
27
9.5
21
22
6'-3''
D
26
26
26
26
4'-0''
C
22
22
23
24
3
7'-2''
3'-0''
A
A
7'-9''
3'-4''
B
19
22
23
25
13'-10''
C
23
27
29
30
10'-1''
C
21
26
28
29
90 MPH EXPOSURE C
40
C
21
21
or 105 MPH EXPOSURE B
9
7'-6''
A
5'-3''
C
24
24
24
24
9'-8''
D
29
29
29
29
6'-9''
C
26
26
26
27
3.5
6'-2''
A
6'-10''
B
19
21
23
24
12'-5''
C
23
26
28
30
9'-0''
C
21
25
27
28
9.5
7'-2''
A
5'-0''
C
24
24
24
24
9'-3''
D
30
30
30
30
6'-4''
C
26
26
26
26
4
5'-5''
A
6'-2''
B
19
21
22
24
11'-2''
C
24
26
28
29
8'-0''
C
21
25
26
28
10
6'-9''
A
4'-10''
C
24
24
24
24
8'-11''
D
30
30
30
30
6'-1''
C
26
26
26
26
4.5
4'-9''
A
5'-7''
B
19
21
22
23
10'-2''
D
24
25
27
28
7'-2''
C
21
24
26
27
11
6'-2''
A
4'-5''
C
24
24
24
24
8'-3''
D
30
30
30
30
5'-6''
C
26
26
26
26
5
4'-4''
A
5'-1''
B
20
20
22
23
9'-4''
D
24
25
27
28
6'-5''
C
21
24
25
26
12
13
5'-8''
5'-2''
A
A
4'-1''
3'-10''
C
C
24
24
24
24
24
24
24
24
7'-8''
7'-2''
D
D
30
30
30
30
30
30
30
30
5'-1''
4'-8''
C
C
26
26
26
26
26
26
26
26
5.5
6
3'-11''
3'-7''
A
A
4'-8''
4'-4''
C
C
20
20
20
20
21
21
23
23
8'-8''
8'-1''
D
D
24
24
24
24
26
26
27
27
5'-10''
5'-4''
C
C
21
21
23
23
25
24
26
26
6.5
3'-4''
A
4'-0''
C
20
20
21
22
7'-6''
D
24
24
25
27
4'-11''
C
21
22
24
25
28
7
3'-1''
A
3'-9''
C
20
20
21
22
7'-1''
D
24
24
25
26
4'-7''
C
21
22
24
25
90 MPH EXPOSURE B
20
3
11'-10''
A
10'-9''
B
19
22
23
24
14'-11''
C
21
25
27
28
13'-9''
C
20
25
27
LIVE
3.5
10'-2''
A
9'-8''
B
19
21
22
24
14'-5''
C
22
25
27
28
12'-4''
C
21
25
26
28
7.5
2'-10''
A
3'-6''
C
20
20
21
22
6'-8''
D
24
24
25
26
4'-4''
C
21
22
23
25
LOAD
4
8'-11''
A
8'-8''
B
19
21
22
23
13'-11''
C
23
25
26
28
11'-3''
C
21
24
26
27
8
2'-8''
A
3'-4''
C
20
20
20
22
6'-3''
D
25
25
25
26
4'-0''
C
21
21
23
24
ONLY
4.5
5
7'-11''
7'-1''
A
A
7'-11''
7'-4''
B
B
19
20
20
20
22
21
23
23
13'-6''
13'-2''
C
C
23
24
25
25
26
26
28
27
10'-4''
9'-6''
C
C
21
21
24
24
25
25
27
26
8.5
9
2'-6''
2'-4''
A
A
3'-2''
3'-0''
C
C
20
20
20
20
20
20
22
21
5'-11''
5'-8''
D
D
25
25
25
25
25
25
26
25
3'-9''
3'-7''
C
C
21
21
21
21
23
22
24
24
5.5
6'-5''
A
6'-9''
B
20
20
21
22
12'-3''
C
24
24
26
27
8'-10''
C
22
23
25
26
6
5'-11''
A
6'-3''
B
20
20
21
22
11'-5''
C
24
24
25
27
8'-3''
C
22
23
24
26
8'-7''
B
17
21
22
23
14'-11''
C
21
25
27
28
6.5
5'-5''
A
5'-11''
B
20
20
20
22
10'-9''
D
24
24
25
26
7'-7''
C
22
22
24
25
3.5
6'-2''
A
7'-7''
B
18
20
21
23
13'-7''
C
21
25
26
28
7
5'-1''
A
5'-6''
B
20
20
20
21
10'-1''
D
24
24
25
26
7'-1''
C
22
22
23
25
4
5'-5''
A
6'-10''
B
18
20
21
22
12'-4''
C
22
24
26
27
7.5
4'-9''
A
5'-2''
B
20
20
20
21
9'-7''
D
25
25
25
26
6'-7''
C
22
22
23
24
4.5
4'-9''
A
6'-2''
B
18
19
21
22
11'-3''
D
22
24
25
27
8
4'-5''
A
4'-11''
B
20
20
20
21
9'-1''
D
25
25
25
25
6'-2''
C
22
22
23
24
5
4'-4''
A
5'-8''
C
18
19
20
22
10'-4''
D
22
23
25
26
8.5
4'-2''
A
4'-8''
C
20
20
20
21
8'-8''
D
25
25
25
25
5'-10''
C
22
22
23
24
5.5
3'-11''
A
5'-3''
C
18
19
20
21
9'-7''
D
22
23
24
26
9
3'-11''
A
4'-5''
C
20
20
20
21
8'-3''
D
25
25
25
25
5'-6''
C
22
22
22
24
6
3'-7''
A
4'-10''
C
18
18
20
21
8'-11''
D
22
23
24
25
6.5
90 MPH EXPOSURE B
40
3
7'-2''
A
9.5
3'-9''
A
4'-3''
C
20
20
20
21
7'-10''
D
25
25
25
25
5'-3''
C
22
22
22
23
3'-4''
A
4'-6''
C
18
18
20
21
8'-4''
D
22
22
24
25
10
3'-6''
A
4'-0''
C
20
20
20
21
7'-6''
D
25
25
25
25
5'-0''
C
22
22
22
23
7
3'-1''
A
4'-3''
C
18
18
19
21
7'-10''
D
22
22
23
25
11
3'-2''
A
3'-8''
C
20
20
20
20
6'-11''
D
25
25
25
25
4'-6''
C
22
22
22
23
7.5
2'-10''
A
4'-0''
C
18
18
19
20
7'-5''
D
23
23
23
24
12
13
2'-11''
2'-8''
A
A
3'-5''
3'-2''
C
C
20
20
20
20
20
20
20
20
6'-5''
6'-0''
D
D
25
25
25
25
25
25
25
25
4'-2''
3'-10''
C
C
22
22
22
22
22
22
22
22
8
8.5
2'-8''
2'-6''
A
A
3'-9''
3'-6''
C
C
18
18
18
18
19
19
20
20
7'-0''
6'-8''
D
D
23
23
23
23
23
23
24
24
9
2'-4''
A
3'-4''
C
18
18
19
20
6'-4''
D
23
23
23
24
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 26 of 60
SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS
4"x3" I Beam (Detail Y)
7"x4" I Beam (Detail Q)
TABLE 5.7
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
90 MPH EXPOSURE C
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
16 Gauge x3"x8" Steel C (Detail T)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 5.7
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
TRIB
POST
MAX
WIDTH SPACING REQ'D
POST
(FT)
(PSF)
or 105 MPH EXPOSURE B
POST
4"x3" I Beam (Detail Y)
Attached Freestanding or
Structure Multispan Units
ON SLAB
FOR
(FT)
SLAB
7"x4" I Beam (Detail Q)
Attached Freestanding or
Structure Multispan Units
MAX POST LENGTH
MIN
SPACING POST
FOOTER
SIZE
8'
10'
12'
CONSTRAINED FOOTER
MAX
POST
16 Gauge x3"x8" Steel C (Detail T)
Attached Freestanding or
Structure Multispan Units
MAX POST LENGTH
MIN FOOTER
SPACING POST
SIZE
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
FOOTER
SIZE
8'
10'
12'
CONSTRAINED FOOTER
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
26
90 MPH EXPOSURE B
20
3
11'-10''
A
9'-11''
B
21
23
25
26
13'-10''
C
23
27
29
30
12'-8''
C
22
27
29
30
3
4'-10''
A
6'-5''
B
16
19
21
22
11'-7''
D
19
24
25
27
8'-5''
C
17
23
24
LIVE
3.5
10'-2''
A
8'-10''
B
21
23
24
25
13'-4''
C
24
27
29
30
11'-5''
C
23
27
28
30
60
3.5
4'-2''
A
5'-7''
C
16
19
20
22
10'-3''
D
20
23
25
26
7'-2''
C
17
22
24
25
LOAD
4
8'-11''
A
8'-0''
B
21
22
24
25
12'-11''
C
25
27
28
30
10'-4''
C
23
26
28
29
4
3'-7''
A
5'-0''
C
16
19
20
21
9'-3''
D
20
23
24
26
6'-4''
C
17
22
23
24
ONLY
4.5
7'-11''
A
7'-3''
B
21
22
23
25
12'-6''
C
25
27
28
30
9'-6''
C
23
26
27
29
4.5
3'-2''
A
4'-6''
C
16
18
20
21
8'-4''
D
20
22
24
25
5'-7''
C
17
21
22
24
5
7'-1''
A
6'-8''
B
21
21
23
24
12'-1''
C
26
26
28
29
8'-9''
C
23
25
27
28
5
2'-11''
A
4'-1''
C
16
18
19
21
7'-8''
D
20
22
23
25
5'-1''
C
17
21
22
23
5.5
6'-5''
A
6'-2''
B
22
22
22
24
11'-2''
D
26
26
28
29
8'-0''
C
24
25
26
28
5.5
2'-7''
A
3'-9''
C
16
18
19
20
7'-1''
D
20
22
23
24
4'-7''
C
17
20
22
23
22
6
5'-11''
A
5'-9''
B
22
22
22
24
10'-5''
D
26
26
27
29
7'-4''
C
24
24
26
27
6
2'-5''
A
3'-6''
C
16
17
19
20
6'-7''
D
20
21
23
24
4'-3''
C
17
20
21
6.5
5'-5''
A
5'-4''
C
22
22
22
23
9'-10''
D
27
27
27
28
6'-10''
C
24
24
25
27
6.5
2'-2''
A
3'-3''
C
16
17
19
20
6'-1''
D
20
21
22
24
3'-11''
C
17
20
21
22
7
5'-1''
A
5'-0''
C
22
22
22
23
9'-3''
D
27
27
27
28
6'-4''
C
24
24
25
26
7
2'-1''
A
3'-0''
C
16
17
18
20
5'-8''
D
20
21
22
23
3'-7''
C
17
19
21
22
7.5
4'-9''
A
4'-9''
C
22
22
22
23
8'-9''
D
27
27
27
28
5'-11''
C
24
24
25
26
7.5
1'-11''
A
2'-10''
C
16
17
18
20
5'-4''
D
20
20
22
23
3'-4''
C
17
19
20
22
8
8.5
4'-5''
4'-2''
A
A
4'-5''
4'-3''
C
C
22
22
22
22
22
22
23
22
8'-3''
7'-10''
D
D
27
27
27
27
27
27
27
27
5'-6''
5'-3''
C
C
24
24
24
24
24
24
26
25
8
8.5
1'-9''
1'-8''
A
A
2'-8''
2'-6''
C
C
16
16
17
17
18
18
19
19
5'-1''
4'-9''
D
D
20
20
20
20
22
21
23
23
3'-2''
3'-0''
C
C
17
17
19
19
20
20
21
21
9
3'-11''
A
4'-0''
C
22
22
22
22
7'-6''
D
27
27
27
27
4'-11''
C
24
24
24
25
9.5
3'-9''
A
3'-10''
C
22
22
22
22
7'-2''
D
27
27
27
27
4'-8''
C
24
24
24
25
90 MPH EXPOSURE C
10
11
3'-6''
3'-2''
A
A
3'-8''
3'-4''
C
C
22
22
22
22
22
22
22
22
6'-10''
6'-3''
D
D
27
27
27
27
27
27
27
27
4'-5''
4'-0''
C
C
24
24
24
24
24
24
25
24
4.5
3'-2''
A
4'-6''
C
18
20
21
23
8'-4''
D
22
24
26
27
5'-7''
C
20
23
24
26
14'-11''
C
21
25
27
28
13'-9''
C
20
25
27
28
5
2'-11''
A
4'-1''
C
18
20
21
22
7'-8''
D
22
24
25
27
5'-1''
C
20
22
24
25
60
90 MPH EXPOSURE B
25
4'-10''
A
6'-5''
B
18
21
23
24
11'-7''
D
22
26
28
29
8'-5''
C
19
25
27
28
3.5
4
4'-2''
3'-7''
A
A
5'-7''
5'-0''
C
C
18
18
21
20
22
22
23
23
10'-3''
9'-3''
D
D
22
22
25
25
27
26
28
28
7'-2''
6'-4''
C
C
20
20
24
23
26
25
27
26
3
11'-4''
A
10'-9''
B
19
22
23
24
3.5
9'-8''
A
9'-8''
B
19
21
22
24
14'-5''
C
22
25
27
28
12'-4''
C
21
25
26
28
5.5
2'-7''
A
3'-9''
C
18
19
21
22
7'-1''
D
23
23
25
26
4'-7''
C
20
22
24
25
4
8'-6''
A
8'-8''
B
19
21
22
23
13'-11''
C
23
25
26
28
11'-3''
C
21
24
26
27
6
2'-5''
A
3'-6''
C
18
19
21
22
6'-7''
D
23
23
25
26
4'-3''
C
20
22
23
25
4.5
5
7'-6''
6'-9''
A
A
7'-11''
7'-4''
B
B
19
20
20
20
22
21
23
23
13'-6''
13'-2''
C
C
23
24
25
25
26
26
28
27
10'-4''
9'-6''
C
C
21
21
24
24
25
25
27
26
6.5
7
2'-2''
2'-1''
A
A
3'-3''
3'-0''
C
C
18
18
19
19
20
20
22
22
6'-1''
5'-8''
D
D
23
23
23
23
24
24
26
25
3'-11''
3'-7''
C
C
20
20
21
21
23
23
24
24
5.5
6'-2''
A
6'-9''
B
20
20
21
22
12'-3''
C
24
24
26
27
8'-10''
C
22
23
25
26
6
5'-8''
A
6'-3''
B
20
20
21
22
11'-5''
D
24
24
25
27
8'-3''
C
22
23
24
26
OVER-
6.5
7
5'-2''
4'-10''
A
A
5'-11''
5'-6''
B
C
20
20
20
20
20
20
22
21
10'-9''
10'-1''
D
D
24
24
24
24
25
25
26
26
7'-7''
7'-1''
C
C
22
22
22
22
24
23
25
25
HANG
(FT)
6'
7'
8'
9'
7.5
4'-6''
A
5'-2''
C
20
20
20
21
9'-7''
D
25
25
25
26
6'-7''
C
22
22
23
24
0'
3'
3.5'
4'
4.5'
5'
TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
10'
11'
12'
13'
14'
15'
5.5'
6'
6.5'
7'
16'
17'
18'
19'
20'
21'
22'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
8
4'-3''
A
4'-11''
C
20
20
20
21
9'-1''
D
25
25
25
25
6'-2''
C
22
22
23
24
1'
3.5'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
8.5
4'-0''
A
4'-8''
C
20
20
20
21
8'-8''
D
25
25
25
25
5'-10''
C
22
22
23
24
2'
n/a
n/a
n/a
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
9
9.5
3'-9''
3'-7''
A
A
4'-5''
4'-3''
C
C
20
20
20
20
20
20
21
21
8'-3''
7'-10''
D
D
25
25
25
25
25
25
25
25
5'-6''
5'-3''
C
C
22
22
22
22
22
22
24
23
3'
4'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
8'
n/a
8.5'
n/a
9'
n/a
9.5'
n/a
10'
10.5'
10.5'
11'
11'
11.5'
11.5'
12'
12'
12.5'
12.5'
13'
90 MPH EXPOSURE C
25
or 105 MPH EXPOSURE B
3
or 105 MPH EXPOSURE B
3
3.5
11'-4''
9'-8''
A
A
9'-6''
8'-6''
B
B
20
21
23
22
24
24
26
25
13'-10''
13'-4''
C
C
23
24
27
27
29
29
30
30
12'-3''
11'-0''
C
C
22
22
27
26
29
28
30
30
4
4.5
8'-6''
7'-6''
A
A
7'-8''
6'-11''
B
B
21
21
22
21
23
23
25
24
12'-11''
12'-6''
C
C
25
25
27
27
28
28
30
30
9'-11''
9'-1''
C
C
23
23
26
25
27
27
29
28
5
6'-9''
A
6'-4''
B
21
21
23
24
11'-7''
C
26
26
28
29
8'-4''
C
23
25
26
28
5.5
6'-2''
A
5'-11''
B
21
21
22
24
10'-9''
C
26
26
27
29
7'-7''
C
23
24
26
27
6
5'-8''
A
5'-6''
B
21
21
22
23
10'-0''
D
26
26
27
28
7'-0''
C
23
24
26
27
6.5
5'-2''
A
5'-1''
B
21
21
22
23
9'-5''
D
26
26
27
28
6'-5''
C
23
24
25
27
7
4'-10''
A
4'-9''
C
21
21
22
23
8'-10''
D
26
26
26
28
6'-0''
C
23
23
25
26
7.5
4'-6''
A
4'-6''
C
22
22
22
23
8'-4''
D
26
26
26
27
5'-7''
C
23
23
24
26
8
8.5
4'-3''
4'-0''
A
A
4'-3''
4'-0''
C
C
22
22
22
22
22
22
23
22
7'-11''
7'-6''
D
D
27
27
27
27
27
27
27
27
5'-3''
4'-11''
C
C
23
23
23
23
24
24
25
25
9
3'-9''
A
3'-10''
C
22
22
22
22
7'-2''
D
27
27
27
27
4'-8''
C
23
23
24
25
9.5
10
3'-7''
3'-4''
A
A
3'-8''
3'-6''
C
C
22
22
22
22
22
22
22
22
6'-10''
6'-6''
D
D
27
27
27
27
27
27
27
27
4'-5''
4'-2''
C
C
23
23
23
23
23
23
25
25
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2
6. CHOOSE A HEADER FROM TABLE 5.7 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.7
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 5.3 Post Requirements
for Attached Single Span Structures
Post Description
Max POST Detail
Hgt Code
Twin 0.062"x1.5"x1.5" Scroll
9'
A AC
0.042"x3"x8" Aluminum Post
11'
B N30
0.024"Post with Sideplates
12'
B N16, BK
Clover 0.030"x3"x3" Alum
11'
B N11, AH
Clover 0.040"x3"x3" Alum
12'
B N11, AH
Colonial 0.062" Extruded
12'
C AE
0.041"x3"x3" Steel Clover
12'
D N11, AH
0.041"x3"x3" Steel Clover
8'
E N11, AH
3/16"x3"x3" Steel Square
15'
H N17, AG
1/4""x3"x3" Steel Square
15'
I
N17, AG
3/16"x4"x4" Steel Square
15'
J N17, AG
1/2"x4"x4" Steel Square
15'
K N17, AG
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 5.7 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7
10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM)
TABLE 5.4
Post Requirements for
Freestanding Structures or Multispan Attached Structures
Post Description
Maximum
Max POST
Footing
Height Code Detail #
0.041"x3"x3" Steel Clover
d= 20''
9'
B
N11, AH
0.041"x3"x3" Steel Clover
d= 21''
8'
B
N11, AH
3/16"x3"x3" Steel Square
d= 28''
12'
C
N17, AG
3/16"x3"x3" Steel Square
d= 28''
8'
D
N17, AG
1/4""x3"x3" Steel Square
d= 28''
12'
D
N17, AG
3/16"x4"x4" Steel Square
d= 28''
12'
E
N17, AG
1/2"x4"x4" Steel Square
d= 37''
12'
D
N17, AG
1/2"x4"x4" Steel Square
d= 31''
15'
D
N17, AG
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.7
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnam@comcast.net
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 27 of 60
SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS
12 Gauge x3"x8" Steel C (Detail T)
Double 16Ga x3"x8" Steel C (Detail T and AY) Double 12Ga 3"x8" Steel C Beam (T and AY)
TABLE 5.8
Attached
Freestanding or
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 5.8
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
GROUND
15'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
MAX
POST
(FT)
POST
ON SLAB
FOR
(FT)
SLAB
MAX POST LENGTH
MIN
SPACING POST
(FT)
Double 16Ga x3"x8" Steel C (Detail T and AYDouble 12Ga 3"x8" Steel C Beam (T and AY
Attached Freestanding or
Attached Freestanding or
Structure Multispan Units
Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
TYPE
SIZE
"d"
(in)
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
90 MPH EXPOSURE B
10
5
13'-7''
A
22'-11''
D
29
29
32
34
22'-4''
D
28
29
32
34
28'-11''
D
31
31
34
36
LIVE
5.5
12'-4''
A
22'-0''
D
29
29
32
33
21'-8''
D
29
29
31
33
28'-0''
D
32
32
33
35
LOAD
6
11'-4''
A
20'-11''
D
30
30
31
33
21'-1''
D
30
30
31
33
27'-2''
D
32
32
33
ONLY
6.5
10'-5''
A
19'-11''
D
30
30
31
33
20'-6''
D
30
30
31
33
26'-6''
D
33
33
33
7
9'-8''
A
19'-0''
D
30
30
31
32
20'-0''
D
31
31
31
33
25'-10''
D
33
33
7.5
9'-1''
A
18'-3''
D
30
30
30
D
31
31
31
33
25'-3''
D
34
34
30
5
5'-8''
A
17'-6''
D
26
27
30
32
18'-10''
D
27
27
30
32
24'-6''
D
29
29
32
34
5.5
5'-2''
A
16'-6''
D
27
27
30
31
17'-11''
D
27
27
30
32
23'-9''
E
30
30
32
34
35
6
4'-9''
A
15'-8''
D
27
27
29
31
17'-2''
D
28
28
30
32
23'-1''
E
31
31
32
34
35
6.5
4'-4''
A
14'-10''
D
27
27
29
31
16'-5''
D
28
28
30
31
22'-5''
E
31
31
32
34
33
35
7
4'-1''
A
14'-2''
D
27
27
29
30
15'-9''
D
28
28
29
31
21'-11''
E
32
32
32
33
34
35
32
19'-6''
7.5
3'-9''
A
13'-7''
D
28
28
28
30
15'-2''
D
29
29
29
31
21'-5''
E
32
32
32
33
8
8'-6''
A
17'-7''
D
31
31
31
32
18'-10''
D
31
31
31
32
24'-8''
D
34
34
34
34
8
3'-6''
A
13'-0''
D
28
28
28
30
14'-8''
D
29
29
29
31
20'-11''
E
33
33
33
33
8.5
8'-0''
A
16'-11''
D
31
31
31
32
18'-3''
D
32
32
32
32
24'-2''
E
35
35
35
35
8.5
3'-4''
A
12'-6''
D
28
28
28
30
14'-2''
D
29
29
29
30
20'-6''
E
33
33
33
33
9
7'-6''
A
16'-4''
D
31
31
31
31
17'-9''
D
32
32
32
32
23'-9''
E
35
35
35
35
9
3'-2''
A
12'-0''
D
28
28
28
29
13'-9''
E
29
29
29
30
20'-2''
E
33
33
33
33
9.5
7'-2''
A
15'-9''
D
31
31
31
31
17'-3''
D
32
32
32
32
23'-4''
E
36
36
36
36
9.5
3'-0''
A
11'-7''
D
28
28
28
29
13'-4''
E
30
30
30
30
19'-9''
E
34
34
34
34
10
6'-9''
A
15'-3''
D
32
32
32
32
16'-9''
D
33
33
33
33
22'-11''
E
36
36
36
36
10
2'-10''
A
11'-2''
D
29
29
29
29
13'-0''
E
30
30
30
30
19'-5''
E
34
34
34
34
10.5
6'-5''
A
14'-9''
D
32
32
32
32
16'-4''
D
33
33
33
33
22'-7''
E
37
37
37
37
10.5
2'-8''
A
10'-10''
D
29
29
29
29
12'-7''
E
30
30
30
30
19'-2''
E
35
35
35
35
11
6'-2''
A
14'-4''
D
32
32
32
32
15'-11''
D
33
33
33
33
22'-2''
E
37
37
37
37
11
2'-7''
A
10'-6''
D
29
29
29
29
12'-3''
E
30
30
30
30
18'-10''
E
35
35
35
35
11.5
5'-11''
A
13'-11''
D
32
32
32
32
15'-7''
D
33
33
33
33
21'-11''
E
37
37
37
37
11.5
2'-5''
A
10'-2''
D
29
29
29
29
12'-0''
E
31
31
31
31
18'-7''
E
35
35
35
35
12
5'-8''
A
13'-7''
D
32
32
32
32
15'-3''
D
34
34
34
34
21'-7''
E
38
38
38
38
13
5'-2''
A
12'-10''
D
33
33
33
33
14'-7''
D
34
34
34
34
21'-0''
E
38
38
38
38
14
15
4'-10''
4'-6''
A
A
12'-3''
11'-8''
D
D
33
33
33
33
33
33
33
33
14'-0''
13'-5''
D
E
34
35
34
35
34
35
34
35
20'-6''
20'-0''
E
E
39
40
39
40
39
40
39
40
6.5
4'-4''
A
13'-6''
D
30
30
31
33
15'-2''
D
31
31
32
34
21'-4''
E
34
34
34
36
A
21'-2''
34
36
21'-2''
D
31
31
34
36
27'-4''
D
34
34
36
38
7
4'-1''
A
12'-10''
D
30
30
31
32
14'-7''
D
31
31
31
33
20'-10''
E
35
35
35
36
90 MPH EXPOSURE C
LIVE
POST
WIDTH SPACING REQ'D
(PSF)
90 MPH EXPOSURE B
10
TRIB
12 Gauge x3"x8" Steel C (Detail T)
Attached Freestanding or
Structure Multispan Units
5
13'-7''
90 MPH EXPOSURE C
30
or 105 MPH EXPOSURE B
D
31
31
or 105 MPH EXPOSURE B
5
5'-8''
A
16'-0''
D
29
29
32
34
17'-5''
D
29
29
33
35
23'-3''
E
32
32
35
37
5.5
6
5'-2''
4'-9''
A
A
15'-0''
14'-3''
D
D
29
29
29
29
32
31
34
33
16'-7''
15'-10''
D
D
30
30
30
30
32
32
34
34
22'-7''
21'-11''
E
E
33
34
33
34
35
34
37
36
5.5
12'-4''
A
20'-0''
D
32
32
34
36
20'-6''
D
32
32
34
36
26'-6''
D
35
35
36
38
7.5
3'-9''
A
12'-3''
D
30
30
30
32
14'-0''
D
31
31
31
33
20'-4''
E
35
35
35
36
LOAD
6
11'-4''
A
19'-0''
D
32
32
33
35
19'-11''
D
33
33
34
36
25'-9''
D
36
36
36
38
8
3'-6''
A
11'-9''
D
30
30
30
32
13'-6''
D
32
32
32
33
19'-11''
E
36
36
36
36
ONLY
6.5
10'-5''
A
18'-1''
D
33
33
33
35
19'-4''
D
33
33
33
35
25'-0''
D
36
36
36
38
8.5
3'-4''
A
11'-4''
D
30
30
30
32
13'-1''
E
32
32
32
33
19'-6''
E
36
36
36
36
7
9'-8''
A
17'-3''
D
33
33
33
35
18'-7''
D
34
34
34
35
24'-5''
E
37
37
37
37
9
3'-2''
A
10'-10''
D
31
31
31
31
12'-8''
E
32
32
32
32
19'-2''
E
37
37
37
37
7.5
9'-1''
A
16'-7''
D
33
33
33
34
17'-11''
D
34
34
34
35
23'-10''
E
37
37
37
37
9.5
3'-0''
A
10'-6''
D
31
31
31
31
12'-3''
E
32
32
32
32
18'-9''
E
37
37
37
37
8
8'-6''
A
15'-11''
D
33
33
33
34
17'-4''
D
34
34
34
35
23'-4''
E
38
38
38
38
10
2'-10''
A
10'-1''
D
31
31
31
31
11'-11''
E
33
33
33
33
18'-6''
E
38
38
38
38
8.5
8'-0''
A
15'-3''
D
34
34
34
34
16'-10''
D
35
35
35
35
22'-11''
E
38
38
38
38
10.5
2'-8''
A
9'-9''
D
31
31
31
31
11'-7''
E
33
33
33
33
18'-2''
E
38
38
38
38
9
7'-6''
A
14'-9''
D
34
34
34
34
16'-4''
D
35
35
35
35
22'-5''
E
39
39
39
39
9.5
7'-2''
A
14'-3''
D
34
34
34
34
15'-10''
D
35
35
35
35
22'-1''
E
39
39
39
39
10
6'-9''
A
13'-9''
D
34
34
34
34
15'-5''
D
36
36
36
36
21'-8''
E
40
40
40
40
11
2'-7''
A
9'-6''
11.5
2'-5''
A
9'-2''
90 MPH EXPOSURE C
40
D
31
31
31
31
11'-3''
E
33
33
33
33
17'-11''
E
39
39
39
39
D
31
31
31
31
11'-0''
E
33
33
33
33
17'-6''
E
39
39
39
39
37
or 105 MPH EXPOSURE B
10.5
6'-5''
A
13'-4''
D
35
35
35
35
15'-0''
D
36
36
36
36
21'-4''
E
40
40
40
40
5
4'-4''
A
14'-4''
D
28
28
31
33
15'-11''
D
29
29
32
34
22'-0''
E
32
32
34
11
6'-2''
A
12'-11''
D
35
35
35
35
14'-8''
D
36
36
36
36
21'-0''
E
41
41
41
41
5.5
3'-11''
A
13'-6''
D
28
28
31
33
15'-2''
D
29
29
32
34
21'-3''
E
32
32
34
36
11.5
5'-11''
A
12'-7''
D
35
35
35
35
14'-3''
D
36
36
36
36
20'-8''
E
41
41
41
41
6
3'-7''
A
12'-9''
D
28
28
30
32
14'-5''
D
29
29
31
33
20'-8''
E
33
33
34
36
12
5'-8''
A
12'-3''
D
35
35
35
35
13'-11''
E
37
37
37
37
20'-5''
E
42
42
42
42
6.5
3'-4''
A
12'-1''
D
28
28
30
32
13'-10''
D
30
30
31
33
20'-1''
E
34
34
34
36
13
5'-2''
A
11'-7''
D
35
35
35
35
13'-4''
E
37
37
37
37
19'-10''
E
42
42
42
42
7
3'-1''
A
11'-6''
D
29
29
30
32
13'-3''
E
30
30
31
33
19'-8''
E
34
34
34
36
14
15
4'-10''
4'-6''
A
A
11'-0''
10'-6''
D
D
36
36
36
36
36
36
36
36
12'-10''
12'-4''
E
E
37
38
37
38
37
38
37
38
19'-5''
18'-11''
E
E
43
44
43
44
43
44
43
44
7.5
8
2'-10''
2'-8''
A
A
11'-0''
10'-6''
D
D
29
29
29
29
30
29
31
31
12'-9''
12'-3''
E
E
30
31
30
31
30
31
32
32
19'-2''
18'-9''
E
E
35
35
35
35
35
35
35
35
8.5
2'-6''
A
10'-1''
D
29
29
29
31
11'-10''
E
31
31
31
32
18'-5''
E
36
36
36
36
2'-4''
A
9'-8''
D
29
29
29
31
11'-6''
E
31
31
31
32
18'-1''
E
36
36
36
36
90 MPH EXPOSURE B
20
5
7'-1''
A
18'-10''
D
27
27
30
32
19'-9''
D
27
28
31
33
25'-6''
D
30
30
33
35
9
LIVE
5.5
6'-5''
A
17'-9''
D
27
27
30
32
19'-0''
D
28
28
31
32
24'-8''
D
30
30
32
34
9.5
2'-3''
A
9'-4''
D
30
30
30
30
11'-1''
E
31
31
31
32
17'-8''
E
37
37
37
37
LOAD
6
5'-11''
A
16'-10''
D
28
28
30
32
18'-2''
D
28
28
30
32
24'-0''
E
31
31
32
34
10
2'-2''
A
9'-0''
D
30
30
30
30
10'-9''
E
32
32
32
32
17'-3''
E
37
37
37
37
ONLY
6.5
7
5'-5''
5'-1''
A
A
16'-0''
15'-3''
D
D
28
28
28
28
29
29
31
31
17'-5''
16'-9''
D
D
29
29
29
29
30
30
32
32
23'-4''
22'-9''
E
E
32
32
32
32
32
32
34
34
10.5
11
2'-0''
1'-11''
A
A
8'-8''
8'-5''
D
E
30
30
30
30
30
30
30
30
10'-6''
10'-2''
E
E
32
32
32
32
32
32
32
32
16'-10''
16'-5''
E
E
37
38
37
38
37
38
37
38
7.5
4'-9''
A
14'-7''
D
28
28
29
31
16'-2''
D
29
29
29
31
22'-3''
E
33
33
33
34
8
4'-5''
A
14'-0''
D
28
28
29
30
15'-7''
D
30
30
30
31
21'-10''
E
33
33
33
33
5
4'-4''
A
15'-6''
D
25
26
29
31
17'-0''
D
26
27
30
32
8.5
4'-2''
A
13'-5''
D
29
29
29
30
15'-1''
D
30
30
30
31
21'-4''
E
33
33
33
33
5.5
3'-11''
A
14'-7''
D
26
26
29
31
16'-2''
D
26
26
29
31
9
3'-11''
A
12'-11''
D
29
29
29
30
14'-8''
D
30
30
30
31
20'-11''
E
34
34
34
34
6
3'-7''
A
13'-10''
D
26
26
28
30
15'-5''
D
27
27
29
31
9.5
3'-9''
A
12'-6''
D
29
29
29
30
14'-3''
D
30
30
30
30
20'-7''
E
34
34
34
34
6.5
3'-4''
A
13'-1''
D
26
26
28
30
14'-9''
D
27
27
29
31
30
90 MPH EXPOSURE B
40
10
3'-6''
A
12'-1''
D
29
29
29
29
13'-10''
D
31
31
31
31
20'-3''
E
35
35
35
35
7
3'-1''
A
12'-6''
D
26
26
28
30
14'-2''
D
27
27
29
10.5
3'-4''
A
11'-8''
D
29
29
29
29
13'-5''
D
31
31
31
31
19'-11''
E
35
35
35
35
7.5
2'-10''
A
11'-11''
D
26
26
28
29
13'-8''
E
28
28
28
30
11
3'-2''
A
11'-4''
D
30
30
30
30
13'-1''
E
31
31
31
31
19'-7''
E
35
35
35
35
8
2'-8''
A
11'-5''
D
27
27
27
29
13'-2''
E
28
28
28
30
11.5
3'-1''
A
11'-0''
D
30
30
30
30
12'-9''
E
31
31
31
31
19'-4''
E
36
36
36
36
8.5
2'-6''
A
10'-11''
D
27
27
27
29
12'-9''
E
28
28
28
30
12
2'-11''
A
10'-8''
D
30
30
30
30
12'-6''
E
31
31
31
31
19'-0''
E
36
36
36
36
9
2'-4''
A
10'-6''
D
27
27
27
29
12'-4''
E
28
28
28
30
13
2'-8''
A
10'-1''
D
30
30
30
30
11'-11''
E
32
32
32
32
18'-6''
E
37
37
37
37
9.5
2'-3''
A
10'-2''
D
27
27
27
28
11'-11''
E
29
29
29
29
14
15
2'-6''
2'-4''
A
A
9'-7''
9'-2''
D
D
30
31
30
31
30
31
30
31
11'-5''
11'-0''
E
E
32
32
32
32
32
32
32
32
18'-1''
17'-6''
E
E
37
38
37
38
37
38
37
38
10
10.5
2'-2''
2'-0''
A
A
9'-10''
9'-6''
D
D
27
27
27
27
27
27
28
28
11'-7''
11'-3''
E
E
29
29
29
29
29
29
29
29
11
1'-11''
A
9'-2''
E
28
28
28
28
11'-0''
E
29
29
29
29
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 28 of 60
SOLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 90 MPH WIND AREAS
12 Gauge x3"x8" Steel C (Detail T)
Double 16Ga x3"x8" Steel C (Detail T and AY) Double 12Ga 3"x8" Steel C Beam (T and AY)
TABLE 5.8
Attached
Freestanding or
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
90 MPH EXPOSURE C
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 5.8
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
GROUND
15'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
TRIB
POST
MAX
WIDTH SPACING REQ'D
POST
(FT)
(PSF)
or 105 MPH EXPOSURE B
POST
12 Gauge x3"x8" Steel C (Detail T)
Attached Freestanding or
Structure Multispan Units
ON SLAB
FOR
(FT)
SLAB
Double 16Ga x3"x8" Steel C (Detail T and AYDouble 12Ga 3"x8" Steel C Beam (T and AY
Attached Freestanding or
Attached Freestanding or
Structure Multispan Units
Structure Multispan Units
MAX POST LENGTH
MIN
SPACING POST
FOOTER
SIZE
8'
12'
15'
CONSTRAINED FOOTER
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
SIZE
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
FOOTER
SIZE
8'
12'
15'
CONSTRAINED FOOTER
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
"d"
(in)
"d"
(in)
"d"
(in)
"d"
(in)
90 MPH EXPOSURE B
20
5
7'-1''
A
17'-6''
D
30
30
33
35
18'-10''
D
30
30
33
35
24'-6''
D
33
33
35
37
5
2'-11''
A
12'-3''
D
23
25
28
29
14'-0''
D
24
26
29
30
20'-3''
E
28
28
31
33
LIVE
5.5
6'-5''
A
16'-6''
D
30
30
32
34
17'-11''
D
31
31
33
35
23'-9''
E
34
34
35
37
60
5.5
2'-7''
A
11'-6''
D
24
24
27
29
13'-3''
E
25
25
28
30
19'-7''
E
28
28
31
33
LOAD
6
5'-11''
A
15'-8''
D
30
30
32
34
17'-2''
D
31
31
33
35
23'-1''
E
34
34
35
37
6
2'-5''
A
10'-10''
D
24
24
27
29
12'-7''
E
25
25
28
30
19'-0''
E
29
29
31
32
ONLY
6.5
5'-5''
A
14'-10''
D
30
30
32
34
16'-5''
D
32
32
32
34
22'-5''
E
35
35
35
37
6.5
2'-2''
A
10'-3''
D
24
24
27
28
12'-1''
E
25
25
28
29
18'-6''
E
29
29
30
32
7
5'-1''
A
14'-2''
D
31
31
31
33
15'-9''
D
32
32
32
34
21'-11''
E
36
36
36
36
7
2'-1''
A
9'-9''
D
24
24
26
28
11'-6''
E
26
26
27
29
18'-1''
E
30
30
30
32
7.5
4'-9''
A
13'-7''
D
31
31
31
33
15'-2''
D
32
32
32
34
21'-5''
E
36
36
36
36
7.5
1'-11''
A
9'-3''
D
24
24
26
28
11'-1''
E
26
26
27
29
17'-8''
E
30
30
30
32
8
4'-5''
A
13'-0''
D
31
31
31
33
14'-8''
D
33
33
33
33
20'-11''
E
37
37
37
37
8
1'-9''
A
8'-10''
E
24
24
26
28
10'-8''
E
26
26
27
29
17'-1''
E
30
30
30
32
8.5
4'-2''
A
12'-6''
D
31
31
31
32
14'-2''
D
33
33
33
33
20'-6''
E
37
37
37
37
8.5
1'-8''
A
8'-6''
E
25
25
26
27
10'-3''
E
26
26
27
28
16'-7''
H
31
31
31
31
9
3'-11''
A
12'-0''
D
32
32
32
32
13'-9''
E
33
33
33
33
20'-2''
E
38
38
38
38
9
1'-7''
A
8'-2''
E
25
25
25
27
9'-11''
E
26
26
27
28
16'-1''
H
31
31
31
31
9.5
3'-9''
A
11'-7''
D
32
32
32
32
13'-4''
E
33
33
33
33
19'-9''
E
38
38
38
38
9.5
1'-6''
A
7'-10''
E
25
25
25
27
9'-7''
E
27
27
27
28
15'-8''
H
31
31
31
31
10
10.5
3'-6''
3'-4''
A
A
11'-2''
10'-10''
D
D
32
32
32
32
32
32
32
32
13'-0''
12'-7''
E
E
34
34
34
34
34
34
34
34
19'-5''
19'-2''
E
E
38
39
38
39
38
39
38
39
10
10.5
1'-5''
1'-4''
A
A
7'-7''
7'-2''
E
E
25
25
25
25
25
25
27
27
9'-4''
9'-0''
E
E
27
27
27
27
27
27
28
28
15'-3''
14'-11''
H
H
32
32
32
32
32
32
32
32
11
3'-2''
A
10'-6''
D
32
32
32
32
12'-3''
E
34
34
34
34
18'-10''
E
39
39
39
39
11.5
3'-1''
A
10'-2''
D
33
33
33
33
12'-0''
E
34
34
34
34
18'-7''
E
40
40
40
40
12
13
2'-11''
2'-8''
A
A
9'-11''
9'-4''
D
D
33
33
33
33
33
33
33
33
11'-8''
11'-2''
E
E
35
35
35
35
35
35
35
35
18'-4''
17'-9''
E
E
40
41
40
41
40
41
40
41
90 MPH EXPOSURE C
60
90 MPH EXPOSURE B
25
5
6'-9''
A
5.5
6'-2''
6
5'-8''
6.5
7
2'-11''
A
12'-3''
D
26
27
30
32
14'-0''
E
27
28
31
33
20'-3''
E
31
31
34
36
5.5
6
2'-7''
2'-5''
A
A
11'-6''
10'-10''
D
D
26
27
27
27
30
29
32
31
13'-3''
12'-7''
E
E
28
28
28
28
31
30
33
32
19'-7''
19'-0''
E
E
32
32
32
32
34
33
36
35
6.5
2'-2''
A
10'-3''
D
27
27
29
31
12'-1''
E
28
28
30
32
18'-6''
E
33
33
33
35
A
9'-9''
D
27
27
29
31
11'-6''
E
29
29
30
32
18'-1''
E
33
33
33
35
18'-10''
D
27
27
30
32
19'-9''
D
27
28
31
33
25'-6''
D
30
30
33
35
7
2'-1''
A
17'-9''
D
27
27
30
32
19'-0''
D
28
28
31
32
24'-8''
D
30
30
32
34
7.5
1'-11''
A
9'-3''
E
27
27
28
30
11'-1''
E
29
29
30
31
17'-8''
E
34
34
34
35
A
16'-10''
D
28
28
30
32
18'-2''
D
28
28
30
32
24'-0''
E
31
31
32
34
8
1'-9''
A
8'-10''
E
28
28
28
30
10'-8''
E
29
29
29
31
17'-1''
E
34
34
34
35
5'-2''
4'-10''
A
A
16'-0''
15'-3''
D
D
28
28
28
28
29
29
31
31
17'-5''
16'-9''
D
D
29
29
29
29
30
30
32
32
23'-4''
22'-9''
E
E
32
32
32
32
32
32
34
34
8.5
9
1'-8''
1'-7''
A
A
8'-6''
8'-2''
E
E
28
28
28
28
28
28
30
30
10'-3''
9'-11''
E
E
30
30
30
30
30
30
31
31
16'-7''
16'-1''
H
H
35
35
35
35
35
35
35
35
7.5
4'-6''
A
14'-7''
D
28
28
29
31
16'-2''
D
29
29
29
31
22'-3''
E
33
33
33
34
8
4'-3''
A
14'-0''
D
28
28
29
30
15'-7''
D
30
30
30
31
21'-10''
E
33
33
33
33
OVER-
8.5
9
4'-0''
3'-9''
A
A
13'-5''
12'-11''
D
D
29
29
29
29
29
29
30
30
15'-1''
14'-8''
D
D
30
30
30
30
30
30
31
31
21'-4''
20'-11''
E
E
33
34
33
34
33
34
33
34
HANG
(FT)
6'
7'
8'
9'
9.5
3'-7''
A
12'-6''
D
29
29
29
30
14'-3''
D
30
30
30
30
20'-7''
E
34
34
34
34
0'
3'
3.5'
4'
4.5'
5'
TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
10'
11'
12'
13'
14'
15'
5.5'
6'
6.5'
7'
16'
17'
18'
19'
20'
21'
22'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
10
3'-4''
A
12'-1''
D
29
29
29
29
13'-10''
E
31
31
31
31
20'-3''
E
35
35
35
35
1'
3.5'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
10.5
3'-2''
A
11'-8''
D
29
29
29
29
13'-5''
E
31
31
31
31
19'-11''
E
35
35
35
35
2'
n/a
n/a
n/a
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
11
11.5
3'-1''
2'-11''
A
A
11'-4''
11'-0''
D
D
30
30
30
30
30
30
30
30
13'-1''
12'-9''
E
E
31
31
31
31
31
31
31
31
19'-7''
19'-4''
E
E
35
36
35
36
35
36
35
36
3'
4'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
8'
n/a
8.5'
n/a
9'
n/a
9.5'
n/a
10'
10.5'
10.5'
11'
11'
11.5'
11.5'
12'
12'
12.5'
12.5'
13'
90 MPH EXPOSURE C
25
or 105 MPH EXPOSURE B
5
or 105 MPH EXPOSURE B
5
5.5
6'-9''
6'-2''
A
A
17'-0''
16'-0''
D
D
29
30
29
30
32
32
34
34
18'-4''
17'-5''
D
D
30
30
30
30
33
33
35
35
24'-1''
23'-4''
E
E
33
34
33
34
35
35
37
37
6
6.5
5'-8''
5'-2''
A
A
15'-2''
14'-4''
D
D
30
30
30
30
32
31
34
33
16'-8''
16'-0''
D
D
31
31
31
31
32
32
34
34
22'-8''
22'-1''
E
E
34
35
34
35
35
35
37
37
7
4'-10''
A
13'-8''
D
30
30
31
33
15'-4''
D
32
32
32
34
21'-6''
E
35
35
35
36
7.5
4'-6''
A
13'-1''
D
31
31
31
33
14'-9''
D
32
32
32
33
21'-0''
E
36
36
36
36
8
4'-3''
A
12'-7''
D
31
31
31
32
14'-3''
D
32
32
32
33
20'-7''
E
36
36
36
36
8.5
4'-0''
A
12'-1''
D
31
31
31
32
13'-9''
D
33
33
33
33
20'-2''
E
37
37
37
37
9
3'-9''
A
11'-7''
D
31
31
31
32
13'-4''
E
33
33
33
33
19'-9''
E
37
37
37
37
9.5
3'-7''
A
11'-2''
D
31
31
31
32
13'-0''
E
33
33
33
33
19'-5''
E
38
38
38
38
10
10.5
3'-4''
3'-2''
A
A
10'-10''
10'-5''
D
D
32
32
32
32
32
32
32
32
12'-7''
12'-3''
E
E
33
34
33
34
33
34
33
34
19'-1''
18'-9''
E
E
38
39
38
39
38
39
38
39
11
3'-1''
A
10'-1''
D
32
32
32
32
11'-11''
E
34
34
34
34
18'-6''
E
39
39
39
39
11.5
12
2'-11''
2'-10''
A
A
9'-10''
9'-6''
D
D
32
32
32
32
32
32
32
32
11'-7''
11'-4''
E
E
34
34
34
34
34
34
34
34
18'-3''
18'-0''
E
E
39
40
39
40
39
40
39
40
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 5.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2
6. CHOOSE A HEADER FROM TABLE 5.8 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.8
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 5.3 Post Requirements
for Attached Single Span Structures
Post Description
Max POST Detail
Hgt Code
Twin 0.062"x1.5"x1.5" Scroll
9'
A AC
0.042"x3"x8" Aluminum Post
11'
B N30
0.024"Post with Sideplates
12'
B N16, BK
Clover 0.030"x3"x3" Alum
11'
B N11, AH
Clover 0.040"x3"x3" Alum
12'
B N11, AH
Colonial 0.062" Extruded
12'
C AE
0.041"x3"x3" Steel Clover
12'
D N11, AH
0.041"x3"x3" Steel Clover
8'
E N11, AH
3/16"x3"x3" Steel Square
15'
H N17, AG
1/4""x3"x3" Steel Square
15'
I
N17, AG
3/16"x4"x4" Steel Square
15'
J N17, AG
1/2"x4"x4" Steel Square
15'
K N17, AG
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 5.8 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7
10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM)
TABLE 5.4
Post Requirements for
Freestanding Structures or Multispan Attached Structures
Post Description
Maximum
Max POST
Footing
Height Code Detail #
0.041"x3"x3" Steel Clover
d= 20''
9'
B
N11, AH
0.041"x3"x3" Steel Clover
d= 21''
8'
B
N11, AH
3/16"x3"x3" Steel Square
d= 28''
12'
C
N17, AG
3/16"x3"x3" Steel Square
d= 28''
8'
D
N17, AG
1/4""x3"x3" Steel Square
d= 28''
12'
D
N17, AG
3/16"x4"x4" Steel Square
d= 28''
12'
E
N17, AG
1/2"x4"x4" Steel Square
d= 37''
12'
D
N17, AG
1/2"x4"x4" Steel Square
d= 31''
15'
D
N17, AG
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.8
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnam@comcast.net
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 29 of 60
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS
0.042"x3"x8" Box Beam (Detail N30)
Double 0.042"x3"x8" Beam (Detail N25)
TABLE 6.1
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
105 MPH EXPOSURE B
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
Double 0.040"x2"x6.625" Beam (Detail N25)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 6.1
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
MAX
POST
(FT)
POST
ON SLAB
FOR
(FT)
SLAB
(FT)
3
22'-8''
A
8'-1''
A
19
25
26
27
14'-6''
B
23
28
30
31
13'-1''
B
22
26
28
29
3.5
19'-5''
A
7'-3''
A
19
24
25
27
13'-4''
B
24
27
29
30
12'-0''
B
23
26
27
29
LOAD
4
17'-0''
A
6'-7''
A
20
23
25
26
12'-4''
C
24
27
29
30
11'-2''
B
23
25
27
ONLY
4.5
15'-1''
A
6'-0''
A
20
23
25
26
11'-6''
C
25
26
28
30
10'-5''
B
24
25
27
5
13'-7''
A
5'-6''
A
20
23
24
26
10'-9''
C
25
26
28
29
9'-10''
C
24
25
26
5.5
12'-4''
A
25
Double 0.042"x3"x8" Beam (Detail N25)
Attached Freestanding or
Structure Multispan Units
MAX POST LENGTH
MIN
SPACING POST
110 MPH EXPOSURE B
10
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
TYPE
SIZE
"d"
(in)
8'
10'
12'
Double 0.040"x2"x6.625" Beam (Detail N25)
Attached Freestanding or
Structure Multispan Units
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
or 90 MPH EXPOSURE C
3
11'-4''
A
6'-2''
A
18
24
25
27
11'-9''
C
22
27
29
30
10'-8''
B
22
26
27
29
3.5
9'-8''
A
5'-6''
A
18
23
25
26
10'-9''
C
23
27
28
30
9'-9''
C
22
25
27
28
28
4
8'-6''
A
4'-11''
A
18
23
24
26
9'-11''
C
23
26
28
29
9'-0''
C
22
25
26
28
28
4.5
7'-6''
A
4'-6''
A
19
22
24
25
9'-2''
C
23
26
27
29
8'-5''
C
23
24
26
27
28
5
6'-9''
A
4'-1''
A
19
22
23
25
8'-7''
C
24
25
27
28
7'-11''
C
23
24
26
27
5'-2''
A
20
22
24
25
10'-2''
C
25
26
27
29
9'-3''
C
24
24
26
27
5.5
6'-2''
A
3'-9''
A
19
22
23
24
8'-0''
C
24
25
27
28
7'-5''
C
23
24
25
27
6
11'-4''
A
4'-9''
A
20
22
23
25
9'-8''
C
25
25
27
28
8'-10''
C
25
25
26
27
6
5'-8''
A
3'-6''
A
19
21
23
24
7'-7''
C
24
25
26
28
7'-0''
C
24
24
25
27
6.5
10'-5''
A
4'-6''
A
20
22
23
25
9'-2''
C
26
26
27
28
8'-5''
C
25
25
25
27
6.5
5'-2''
A
3'-3''
A
19
21
22
24
7'-2''
C
24
24
26
27
6'-8''
C
24
24
25
26
7
9'-8''
A
4'-2''
A
20
21
23
24
8'-9''
C
26
26
26
28
8'-0''
C
25
25
25
27
7
4'-10''
A
3'-1''
A
19
21
22
24
6'-10''
C
25
25
26
27
6'-4''
C
24
24
25
26
7.5
9'-1''
A
4'-0''
A
20
21
23
24
8'-4''
C
26
26
26
28
7'-8''
C
25
25
25
26
7.5
4'-6''
A
2'-11''
A
19
21
22
23
6'-6''
C
25
25
25
27
6'-1''
C
24
24
24
26
8
8'-6''
A
3'-9''
A
21
21
22
24
8'-0''
C
26
26
26
27
7'-5''
C
26
26
26
26
8
4'-3''
A
2'-9''
A
19
20
22
23
6'-2''
C
25
25
25
27
5'-10''
C
24
24
24
26
8.5
8'-0''
A
3'-7''
A
21
21
22
24
7'-8''
C
27
27
27
27
7'-1''
C
26
26
26
26
8.5
4'-0''
A
2'-7''
A
19
20
22
23
5'-11''
C
25
25
25
26
5'-7''
C
25
25
25
25
9
7'-6''
A
3'-5''
A
21
21
22
23
7'-4''
C
27
27
27
27
6'-10''
C
26
26
26
26
9
3'-9''
A
2'-5''
A
19
20
21
23
5'-8''
C
25
25
25
26
5'-4''
C
25
25
25
25
9.5
7'-2''
A
3'-3''
A
21
21
22
23
7'-1''
C
27
27
27
27
6'-7''
C
26
26
26
26
9.5
3'-7''
A
2'-4''
A
19
20
21
23
5'-5''
C
25
25
25
26
5'-2''
C
25
25
25
25
10
6'-9''
A
3'-1''
A
21
21
22
23
6'-10''
C
27
27
27
27
6'-5''
C
26
26
26
26
11
6'-2''
A
2'-10''
A
21
21
21
23
6'-5''
C
27
27
27
27
6'-0''
C
27
27
27
27
12
13
5'-8''
5'-2''
A
A
2'-7''
2'-5''
A
A
21
21
21
21
21
21
23
22
6'-0''
5'-8''
C
C
27
28
27
28
27
28
27
28
5'-8''
5'-4''
C
C
27
27
27
27
27
27
27
27
4.5
A
7'-0''
A
20
26
28
29
13'-0''
C
25
30
31
33
11'-9''
B
24
28
30
31
5
110 MPH EXPOSURE C
25
105 MPH EXPOSURE C
LIVE
POST
WIDTH SPACING REQ'D
(PSF)
or 85 MPH EXPOSURE C
LIVE
10
TRIB
0.042"x3"x8" Box Beam (Detail N30)
Attached Freestanding or
Structure Multispan Units
3
22'-8''
3
11'-4''
A
5'-4''
A
19
25
27
28
10'-6''
C
24
29
31
32
9'-7''
C
23
27
29
31
3.5
4
9'-8''
8'-6''
A
A
4'-9''
4'-3''
A
A
19
20
24
24
26
26
28
27
9'-7''
8'-9''
C
C
25
25
28
28
30
30
32
31
8'-9''
8'-1''
C
C
24
24
27
26
29
28
30
30
7'-6''
A
3'-10''
A
20
23
25
27
8'-1''
C
25
27
29
31
7'-6''
C
25
26
28
29
6'-9''
A
3'-6''
A
20
23
25
26
7'-7''
C
26
27
29
30
7'-0''
C
25
26
27
29
3.5
19'-5''
A
6'-3''
A
21
25
27
28
11'-10''
C
26
29
31
32
10'-9''
B
25
27
29
31
5.5
6'-2''
A
3'-3''
A
20
23
24
26
7'-1''
C
26
27
28
30
6'-7''
C
25
25
27
29
LOAD
4
17'-0''
A
5'-8''
A
21
25
26
28
10'-11''
C
26
28
30
32
9'-11''
C
25
27
29
30
6
5'-8''
A
3'-0''
A
20
22
24
26
6'-8''
C
26
26
28
29
6'-3''
C
26
26
27
28
ONLY
4.5
15'-1''
A
5'-2''
A
21
24
26
27
10'-2''
C
26
28
30
31
9'-4''
C
26
27
28
30
6.5
5'-2''
A
2'-9''
A
20
22
24
25
6'-3''
C
26
26
28
29
5'-11''
C
26
26
26
28
5
13'-7''
A
4'-9''
A
21
24
26
27
9'-6''
C
27
28
29
31
8'-9''
C
26
26
28
29
7
4'-10''
A
2'-7''
A
20
22
24
25
5'-11''
C
26
26
27
29
5'-7''
C
26
26
26
28
5.5
12'-4''
A
4'-4''
A
21
24
25
27
9'-0''
C
27
27
29
31
8'-3''
C
26
26
28
29
7.5
4'-6''
A
2'-5''
A
20
22
23
25
5'-8''
C
27
27
27
29
5'-4''
C
26
26
26
27
6
11'-4''
A
4'-1''
A
21
23
25
26
8'-6''
C
27
27
29
30
7'-10''
C
27
27
27
29
8
4'-3''
A
2'-3''
A
20
21
23
25
5'-4''
C
27
27
27
28
5'-1''
C
26
26
26
27
6.5
10'-5''
A
3'-9''
A
22
23
25
26
8'-0''
C
28
28
28
30
7'-5''
C
27
27
27
29
8.5
4'-0''
A
2'-2''
A
20
21
23
24
5'-1''
C
27
27
27
28
4'-11''
C
26
26
26
27
7
9'-8''
A
3'-7''
A
22
23
24
26
7'-8''
C
28
28
28
30
7'-1''
C
27
27
27
28
9
3'-9''
A
2'-1''
A
20
21
23
24
4'-11''
C
27
27
27
28
4'-8''
C
27
27
27
27
7.5
9'-1''
A
3'-4''
A
22
22
24
25
7'-3''
C
28
28
28
29
6'-9''
C
27
27
27
28
A
1'-11''
8
8'-6''
A
3'-2''
A
22
22
24
25
7'-0''
C
28
28
28
29
6'-6''
C
28
28
28
28
8.5
8'-0''
A
3'-0''
A
22
22
24
25
6'-8''
C
28
28
28
29
6'-3''
C
28
28
28
28
9.5
A
20
21
23
24
4'-8''
C
27
27
27
28
4'-6''
C
27
27
27
27
3
9'-6''
3'-7''
A
6'-0''
A
17
22
24
25
11'-5''
C
21
26
27
29
10'-5''
B
20
24
26
27
27
100 MPH EXPOSURE B
30
or
9
7'-6''
A
2'-10''
A
22
22
23
25
6'-5''
C
29
29
29
29
6'-0''
C
28
28
28
28
3.5
8'-2''
A
5'-3''
A
17
22
23
25
10'-5''
C
21
25
27
28
9'-6''
C
20
24
25
9.5
7'-2''
A
2'-8''
A
22
22
23
25
6'-2''
C
29
29
29
29
5'-9''
C
28
28
28
28
4
7'-1''
A
4'-9''
A
17
21
23
24
9'-7''
C
21
25
26
28
8'-9''
C
21
24
25
26
10
6'-9''
A
2'-7''
A
22
22
23
24
5'-11''
C
29
29
29
29
5'-7''
C
28
28
28
28
4.5
6'-4''
A
4'-4''
A
17
21
22
24
8'-11''
C
22
24
26
27
8'-2''
C
21
23
25
26
11
6'-2''
A
2'-4''
A
22
22
23
24
5'-6''
C
29
29
29
29
5'-3''
C
29
29
29
29
5
5'-8''
A
3'-11''
A
17
21
22
23
8'-3''
C
22
24
26
27
7'-8''
C
21
23
24
26
12
13
5'-8''
5'-2''
A
A
2'-2''
2'-0''
A
A
22
22
22
22
22
22
24
24
5'-2''
4'-10''
C
C
29
29
29
29
29
29
29
29
4'-11''
4'-7''
C
C
29
29
29
29
29
29
29
29
5.5
6
5'-2''
4'-9''
A
A
3'-8''
3'-4''
A
A
17
17
20
20
22
22
23
23
7'-9''
7'-4''
C
C
22
22
24
23
25
25
27
26
7'-2''
6'-10''
C
C
22
22
23
22
24
24
25
25
6.5
4'-4''
A
3'-2''
A
17
20
21
23
6'-11''
C
23
23
25
26
6'-6''
C
22
22
24
25
30
7
4'-1''
A
2'-11''
A
17
20
21
22
6'-7''
C
23
23
24
26
6'-2''
C
22
22
23
25
110 MPH EXPOSURE B
10
3
22'-8''
or 90 MPH EXPOSURE C
A
7'-9''
A
19
25
26
28
13'-11''
B
24
28
30
32
12'-7''
B
23
27
28
LIVE
3.5
19'-5''
A
6'-11''
A
20
24
26
27
12'-9''
C
24
28
29
31
11'-7''
B
23
26
28
29
7.5
3'-9''
A
2'-9''
A
18
19
21
22
6'-3''
C
23
23
24
25
5'-10''
C
22
22
23
24
LOAD
4
17'-0''
A
6'-3''
A
20
24
25
27
11'-10''
C
25
27
29
30
10'-9''
B
24
26
27
29
8
3'-6''
A
2'-7''
A
18
19
21
22
5'-11''
C
23
23
24
25
5'-7''
C
23
23
23
24
ONLY
4.5
5
15'-1''
13'-7''
A
A
5'-8''
5'-3''
A
A
20
20
23
23
25
24
26
26
11'-0''
10'-4''
C
C
25
25
27
26
28
28
30
30
10'-0''
9'-5''
C
C
24
25
25
25
27
27
28
28
8.5
9
3'-4''
3'-2''
A
A
2'-5''
2'-4''
A
A
18
18
19
19
20
20
22
22
5'-8''
5'-5''
C
C
23
23
23
23
24
23
25
25
5'-5''
5'-2''
C
C
23
23
23
23
23
23
24
24
5.5
12'-4''
A
4'-10''
A
20
23
24
25
9'-9''
C
26
26
28
29
8'-11''
C
25
25
26
28
6
11'-4''
A
4'-6''
A
20
22
24
25
9'-3''
C
26
26
27
29
8'-5''
C
25
25
26
27
5'-4''
A
18
24
25
27
10'-6''
C
23
28
29
31
6.5
10'-5''
A
4'-3''
A
21
22
24
25
8'-9''
C
26
26
27
29
8'-1''
C
25
25
26
27
3.5
8'-2''
A
4'-9''
A
18
23
25
26
9'-7''
C
23
27
29
30
7
9'-8''
A
4'-0''
A
21
22
23
25
8'-4''
C
26
26
27
28
7'-8''
C
26
26
26
27
4
7'-1''
A
4'-3''
A
18
23
24
26
8'-9''
C
23
26
28
30
7.5
9'-1''
A
3'-9''
A
21
21
23
24
7'-11''
C
27
27
27
28
7'-4''
C
26
26
26
27
4.5
6'-4''
A
3'-10''
A
19
22
24
25
8'-1''
C
24
26
28
29
8
8'-6''
A
3'-6''
A
21
21
23
24
7'-7''
C
27
27
27
28
7'-1''
C
26
26
26
27
5
5'-8''
A
3'-6''
A
19
22
24
25
7'-7''
C
24
26
27
29
8.5
8'-0''
A
3'-4''
A
21
21
23
24
7'-4''
C
27
27
27
28
6'-9''
C
26
26
26
26
5.5
5'-2''
A
3'-3''
A
19
22
23
25
7'-1''
C
24
25
27
28
9
7'-6''
A
3'-2''
A
21
21
22
24
7'-0''
C
27
27
27
27
6'-6''
C
26
26
26
26
6
4'-9''
A
3'-0''
A
19
21
23
24
6'-8''
C
24
25
27
28
100 MPH EXPOSURE C
30
3
9'-6''
A
9.5
7'-2''
A
3'-0''
A
21
21
22
24
6'-9''
C
27
27
27
27
6'-4''
C
27
27
27
27
6.5
4'-4''
A
2'-9''
A
19
21
23
24
6'-3''
C
25
25
26
28
10
6'-9''
A
2'-11''
A
21
21
22
23
6'-6''
C
27
27
27
27
6'-1''
C
27
27
27
27
7
4'-1''
A
2'-7''
A
19
21
22
24
5'-11''
C
25
25
26
27
11
6'-2''
A
2'-8''
A
21
21
22
23
6'-1''
C
28
28
28
28
5'-9''
C
27
27
27
27
7.5
3'-9''
A
2'-5''
A
19
21
22
24
5'-8''
C
25
25
26
27
12
13
5'-8''
5'-2''
A
A
2'-5''
2'-3''
A
A
21
21
21
21
21
21
23
23
5'-8''
5'-4''
C
C
28
28
28
28
28
28
28
28
5'-4''
5'-1''
C
C
27
28
27
28
27
28
27
28
8
8.5
3'-6''
3'-4''
A
A
2'-3''
2'-2''
A
A
19
19
20
20
22
22
23
23
5'-4''
5'-1''
C
C
25
25
25
25
25
25
27
27
9
3'-2''
A
2'-1''
A
19
20
22
23
4'-11''
C
25
25
25
26
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 30 of 60
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS
0.042"x3"x8" Box Beam (Detail N30)
Double 0.042"x3"x8" Beam (Detail N25)
TABLE 6.1
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
Double 0.040"x2"x6.625" Beam (Detail N25)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 6.1
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
TRIB
POST
MAX
WIDTH SPACING REQ'D
POST
(FT)
(PSF)
110 MPH EXPOSURE C
POST
0.042"x3"x8" Box Beam (Detail N30)
Attached Freestanding or
Structure Multispan Units
ON SLAB
FOR
(FT)
SLAB
10
3
22'-8''
A
6'-5''
A
20
26
28
29
12'-2''
C
25
30
32
33
11'-0''
B
24
28
30
32
LIVE
3.5
19'-5''
A
5'-9''
A
21
25
27
29
11'-1''
C
26
29
31
33
10'-1''
B
25
28
29
31
LOAD
4
17'-0''
A
5'-2''
A
21
25
27
28
10'-3''
C
26
29
31
32
9'-4''
C
25
27
29
ONLY
4.5
15'-1''
A
4'-8''
A
21
24
26
28
9'-6''
C
27
28
30
32
8'-8''
C
26
27
29
5
13'-7''
A
4'-3''
A
21
24
26
27
8'-10''
C
27
28
30
31
8'-2''
C
26
26
28
5.5
12'-4''
A
C
27
27
29
31
7'-8''
C
27
27
28
30
MAX POST LENGTH
MIN
SPACING POST
(FT)
110 MPH EXPOSURE B
Double 0.042"x3"x8" Beam (Detail N25)
Attached Freestanding or
Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
TYPE
SIZE
"d"
(in)
8'
10'
12'
Double 0.040"x2"x6.625" Beam (Detail N25)
Attached Freestanding or
Structure Multispan Units
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
FOOTER
SIZE
TYPE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
or 90 MPH EXPOSURE C
3
9'-6''
A
5'-9''
A
18
23
25
26
11'-1''
C
22
27
29
30
10'-1''
C
21
25
27
28
3.5
8'-2''
A
5'-1''
A
18
23
24
26
10'-1''
C
22
26
28
29
9'-3''
C
22
25
27
28
31
4
7'-1''
A
4'-7''
A
18
22
24
25
9'-4''
C
23
26
27
29
8'-6''
C
22
25
26
28
30
4.5
6'-4''
A
4'-2''
A
18
22
23
25
8'-7''
C
23
25
27
28
7'-11''
C
22
24
26
27
30
5
5'-8''
A
3'-9''
A
18
22
23
24
8'-0''
C
23
25
27
28
7'-5''
C
23
24
25
27
29
4'-0''
A
21
24
25
27
8'-4''
5.5
5'-2''
A
3'-6''
A
18
21
23
24
7'-6''
C
24
25
26
28
7'-0''
C
23
24
25
26
6
11'-4''
A
3'-8''
A
21
23
25
26
7'-10''
C
28
28
29
30
7'-3''
C
27
27
28
29
6
4'-9''
A
3'-3''
A
18
21
22
24
7'-1''
C
24
24
26
27
6'-7''
C
23
23
25
26
6.5
10'-5''
A
3'-5''
A
22
23
25
26
7'-5''
C
28
28
29
30
6'-11''
C
27
27
27
29
6.5
4'-4''
A
3'-0''
A
18
21
22
24
6'-8''
C
24
24
26
27
6'-3''
C
23
23
25
26
7
9'-8''
A
3'-3''
A
22
23
24
26
7'-1''
C
28
28
28
30
6'-7''
C
27
27
27
29
7
4'-1''
A
2'-10''
A
18
20
22
23
6'-4''
C
24
24
25
27
5'-11''
C
24
24
24
26
7.5
9'-1''
A
3'-0''
A
22
22
24
26
6'-9''
C
28
28
28
29
6'-3''
C
28
28
28
28
7.5
3'-9''
A
2'-8''
A
18
20
22
23
6'-0''
C
24
24
25
27
5'-8''
C
24
24
24
26
8
8.5
8'-6''
8'-0''
A
A
2'-10''
2'-8''
A
A
22
22
22
22
24
24
25
25
6'-5''
6'-2''
C
C
28
29
28
29
28
29
29
29
6'-0''
5'-9''
C
C
28
28
28
28
28
28
28
28
8
8.5
3'-6''
3'-4''
A
A
2'-6''
2'-4''
A
A
18
19
20
20
22
21
23
23
5'-9''
5'-6''
C
C
24
24
24
24
25
25
26
26
5'-5''
5'-2''
C
C
24
24
24
24
24
24
25
25
9
7'-6''
A
2'-7''
A
22
22
24
25
5'-11''
C
29
29
29
29
5'-7''
C
28
28
28
28
9.5
7'-2''
A
2'-5''
A
22
22
23
25
5'-8''
C
29
29
29
29
5'-4''
C
28
28
28
28
10
11
6'-9''
6'-2''
A
A
2'-4''
2'-1''
A
A
22
22
22
22
23
23
25
24
5'-5''
5'-0''
C
C
29
29
29
29
29
29
29
29
5'-2''
4'-10''
C
C
28
29
28
29
28
29
28
29
110 MPH EXPOSURE B
20
3
11'-10''
110 MPH EXPOSURE C
30
3
9'-6''
A
5'-0''
A
19
25
26
28
10'-0''
C
24
29
30
32
9'-2''
C
23
27
29
30
3.5
4
8'-2''
7'-1''
A
A
4'-5''
3'-11''
A
A
19
19
24
24
26
25
27
27
9'-1''
8'-4''
C
C
24
25
28
27
30
29
31
31
8'-4''
7'-8''
C
C
23
24
27
26
28
28
30
29
4.5
6'-4''
A
3'-7''
A
19
23
25
26
7'-8''
C
25
27
29
30
7'-2''
C
24
26
27
29
29
5
5'-8''
A
3'-3''
A
19
23
24
26
7'-2''
C
25
27
28
30
6'-8''
C
25
25
27
29
or 90 MPH EXPOSURE C
A
6'-2''
A
18
24
25
27
11'-9''
C
22
27
29
30
10'-8''
B
22
26
27
LIVE
3.5
10'-2''
A
5'-6''
A
18
23
25
26
10'-9''
C
23
27
28
30
9'-9''
C
22
25
27
28
5.5
5'-2''
A
3'-0''
A
19
22
24
26
6'-8''
C
25
26
28
29
6'-3''
C
25
25
27
28
LOAD
4
8'-11''
A
4'-11''
A
18
23
24
26
9'-11''
C
23
26
28
29
9'-0''
C
22
25
26
28
6
4'-9''
A
2'-9''
A
20
22
24
25
6'-3''
C
26
26
28
29
5'-11''
C
25
25
26
28
ONLY
4.5
5
7'-11''
7'-1''
A
A
4'-6''
4'-1''
A
A
19
19
22
22
24
23
25
25
9'-2''
8'-7''
C
C
23
24
26
25
27
27
29
28
8'-5''
7'-11''
C
C
23
23
24
24
26
26
27
27
6.5
7
4'-4''
4'-1''
A
A
2'-7''
2'-5''
A
A
20
20
22
22
24
23
25
25
5'-11''
5'-7''
C
C
26
26
26
26
27
27
29
28
5'-7''
5'-4''
C
C
25
25
25
25
26
26
28
27
5.5
6'-5''
A
3'-9''
A
19
22
23
24
8'-0''
C
24
25
27
28
7'-5''
C
23
24
25
27
6
5'-11''
A
3'-6''
A
19
21
23
24
7'-7''
C
24
25
26
28
7'-0''
C
24
24
25
27
OVER-
6.5
7
5'-5''
5'-1''
A
A
3'-3''
3'-1''
A
A
19
19
21
21
22
22
24
24
7'-2''
6'-10''
C
C
24
25
24
25
26
26
27
27
6'-8''
6'-4''
C
C
24
24
24
24
25
25
26
26
HANG
(FT)
6'
7'
8'
9'
7.5
4'-9''
A
2'-11''
A
19
21
22
23
6'-6''
C
25
25
25
27
6'-1''
C
24
24
24
26
0'
3'
3.5'
4'
4.5'
5'
TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
10'
11'
12'
13'
14'
15'
5.5'
6'
6.5'
7'
16'
17'
18'
19'
20'
21'
22'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
8
4'-5''
A
2'-9''
A
19
20
22
23
6'-2''
C
25
25
25
27
5'-10''
C
24
24
24
26
1'
3.5'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
8.5
4'-2''
A
2'-7''
A
19
20
22
23
5'-11''
C
25
25
25
26
5'-7''
C
25
25
25
25
2'
n/a
n/a
n/a
n/a
n/a
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
9
9.5
3'-11''
3'-9''
A
A
2'-5''
2'-4''
A
A
19
19
20
20
21
21
23
23
5'-8''
5'-5''
C
C
25
25
25
25
25
25
26
26
5'-4''
5'-2''
C
C
25
25
25
25
25
25
25
25
3'
4'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
9.5'
n/a
10'
n/a
10.5'
n/a
11'
n/a
11.5'
n/a
12'
12.5'
12.5'
13'
110 MPH EXPOSURE C
LIVE
20
3
3.5
11'-10''
10'-2''
A
A
5'-7''
4'-11''
A
A
19
20
25
25
27
26
28
28
10'-10''
9'-10''
C
C
24
25
29
28
31
30
32
32
9'-10''
9'-0''
C
C
24
24
28
27
29
29
31
30
LOAD
ONLY
4
4.5
8'-11''
7'-11''
A
A
4'-5''
4'-0''
A
A
20
20
24
24
26
25
27
27
9'-0''
8'-4''
C
C
25
26
28
27
30
29
31
31
8'-3''
7'-9''
C
C
25
25
27
26
28
28
30
29
5
7'-1''
A
3'-8''
A
20
23
25
26
7'-9''
C
26
27
29
30
7'-3''
C
25
26
28
29
5.5
6'-5''
A
3'-4''
A
20
23
25
26
7'-4''
C
26
27
28
30
6'-9''
C
26
26
27
29
6
5'-11''
A
3'-1''
A
20
23
24
26
6'-10''
C
26
26
28
30
6'-5''
C
26
26
27
28
6.5
5'-5''
A
2'-11''
A
20
22
24
25
6'-6''
C
27
27
28
29
6'-1''
C
26
26
27
28
7
5'-1''
A
2'-8''
A
20
22
24
25
6'-2''
C
27
27
27
29
5'-9''
C
26
26
26
28
7.5
4'-9''
A
2'-6''
A
20
22
23
25
5'-10''
C
27
27
27
29
5'-6''
C
26
26
26
28
8
8.5
4'-5''
4'-2''
A
A
2'-5''
2'-3''
A
A
20
21
22
21
23
23
25
25
5'-6''
5'-3''
C
C
27
27
27
27
27
27
28
28
5'-3''
5'-0''
C
C
27
27
27
27
27
27
27
27
9
3'-11''
A
2'-2''
A
21
21
23
24
5'-1''
C
27
27
27
28
4'-10''
C
27
27
27
27
9.5
10
3'-9''
3'-6''
A
A
2'-0''
1'-11''
A
A
21
21
21
21
23
23
24
24
4'-10''
4'-8''
C
C
27
27
27
27
27
27
28
28
4'-8''
4'-6''
C
C
27
27
27
27
27
27
27
27
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2
6. CHOOSE A HEADER FROM THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.1
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 6.3 Post Requirements
for Attached Single Span Structures
Post Description
Max POST Detail
Hgt Code
Twin 0.062"x1.5"x1.5" Scroll
9'
A AC
0.042"x3"x8" Aluminum Post
11'
B N30
0.024"Post with Sideplates
12'
B N16, BK
Clover 0.030"x3"x3" Alum
11'
B N11, AH
Clover 0.040"x3"x3" Alum
12'
B N11, AH
Colonial 0.062" Extruded
12'
C AE
0.041"x3"x3" Steel Clover
12'
D N11, AH
0.041"x3"x3" Steel Clover
8'
E N11, AH
3/16"x3"x3" Steel Square
15'
H N17, AG
1/4""x3"x3" Steel Square
15'
I
N17, AG
3/16"x4"x4" Steel Square
15'
J N17, AG
1/2"x4"x4" Steel Square
15'
K N17, AG
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 6.1 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7
10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM)
TABLE 6.4
Post Requirements for
Freestanding Structures or Multispan Attached Structures
Post Description
Maximum
Max POST
Footing
Height Code Detail #
0.041"x3"x3" Steel Clover
d= 20''
9'
B
N11, AH
0.041"x3"x3" Steel Clover
d= 21''
8'
B
N11, AH
3/16"x3"x3" Steel Square
d= 28''
12'
C
N17, AG
3/16"x3"x3" Steel Square
d= 28''
8'
D
N17, AG
1/4""x3"x3" Steel Square
d= 28''
12'
D
N17, AG
3/16"x4"x4" Steel Square
d= 28''
12'
E
N17, AG
1/2"x4"x4" Steel Square
d= 37''
12'
D
N17, AG
1/2"x4"x4" Steel Square
d= 31''
15'
D
N17, AG
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnam@comcast.net
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 31 of 60
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS
5.5" Extruded Fascia (Detail L)
California Extruded Fascia (Detail G)
TABLE 6.5
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
105 MPH EXPOSURE B
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
0.041"x3"x3" Steel Cloverleaf (Detail W)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 6.5
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
TRIB
POST
MAX
WIDTH SPACING REQ'D
POST
(FT)
(PSF)
or 85 MPH EXPOSURE C
POST
5.5" Extruded Fascia (Detail L)
Attached Freestanding or
Structure Multispan Units
ON SLAB
FOR
(FT)
SLAB
10
3
22'-8''
A
10'-8''
A
21
21
23
24
11'-4''
A
21
21
22
23
9'-10''
A
20
22
23
25
LIVE
3.5
19'-5''
A
10'-3''
B
22
22
23
24
10'-9''
B
22
22
22
23
9'-0''
A
21
22
23
24
25
MAX POST LENGTH
MIN
SPACING POST
(FT)
110 MPH EXPOSURE B
California Extruded Fascia (Detail G)
Attached Freestanding or
Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
0.041"x3"x3" Steel Cloverleaf (Detail W)
Attached Freestanding or
Structure Multispan Units
TYPE
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
or 90 MPH EXPOSURE C
3
11'-4''
A
10'-5''
B
21
22
23
25
9'-9''
B
21
21
22
23
7'-10''
A
20
21
23
24
3.5
9'-8''
A
9'-7''
C
22
22
23
24
8'-11''
B
21
21
22
23
7'-1''
B
20
21
23
24
24
LOAD
4
17'-0''
A
9'-11''
B
22
22
22
24
10'-2''
B
23
23
23
23
8'-3''
A
21
21
23
24
4
8'-6''
A
8'-11''
C
22
22
23
24
8'-3''
C
22
22
22
23
6'-6''
B
20
21
22
ONLY
4.5
15'-1''
A
9'-8''
B
23
23
23
24
9'-6''
B
23
23
23
23
7'-8''
A
21
21
22
24
4.5
7'-6''
A
8'-4''
C
23
23
23
24
7'-9''
C
22
22
22
23
6'-1''
B
20
21
22
23
5
13'-7''
A
9'-5''
B
24
24
24
24
8'-11''
B
23
23
23
23
7'-2''
B
22
22
22
23
5
6'-9''
A
7'-10''
C
23
23
23
23
7'-3''
C
23
23
23
23
5'-8''
B
21
21
22
23
5.5
12'-4''
A
9'-2''
C
24
24
24
24
8'-6''
B
24
24
24
24
6'-9''
B
22
22
22
23
5.5
6'-2''
A
7'-5''
C
23
23
23
23
6'-11''
C
23
23
23
23
5'-3''
B
21
21
22
23
6
11'-4''
A
8'-8''
C
25
25
25
25
8'-1''
C
24
24
24
24
6'-4''
B
22
22
22
23
6
5'-8''
A
7'-0''
C
24
24
24
24
6'-6''
C
23
23
23
23
5'-0''
B
21
21
21
23
6.5
10'-5''
A
8'-4''
C
25
25
25
25
7'-9''
C
24
24
24
24
6'-0''
B
22
22
22
23
6.5
5'-2''
A
6'-8''
C
24
24
24
24
6'-3''
C
23
23
23
23
4'-8''
B
21
21
21
23
22
7
9'-8''
A
8'-0''
C
25
25
25
25
7'-5''
C
25
25
25
25
5'-9''
B
23
23
23
23
7
4'-10''
A
6'-5''
C
24
24
24
24
6'-0''
C
24
24
24
24
4'-6''
B
21
21
21
7.5
9'-1''
A
7'-8''
C
25
25
25
25
7'-1''
C
25
25
25
25
5'-6''
B
23
23
23
23
7.5
4'-6''
A
6'-2''
C
24
24
24
24
5'-9''
C
24
24
24
24
4'-3''
B
22
22
22
22
8
8'-6''
A
7'-4''
C
26
26
26
26
6'-10''
C
25
25
25
25
5'-3''
B
23
23
23
23
8
4'-3''
A
5'-11''
C
25
25
25
25
5'-6''
C
24
24
24
24
4'-1''
C
22
22
22
22
8.5
8'-0''
C
26
26
26
26
6'-7''
C
25
25
25
B
23
23
23
23
A
7'-1''
25
5'-0''
8.5
4'-0''
A
5'-8''
C
25
25
25
25
5'-4''
C
24
24
24
24
3'-11''
C
22
22
22
22
9
7'-6''
A
6'-10''
C
26
26
26
26
6'-5''
C
25
25
25
25
4'-10''
B
23
23
23
23
9
3'-9''
A
5'-6''
C
25
25
25
25
5'-1''
C
24
24
24
24
3'-9''
C
22
22
22
22
9.5
7'-2''
A
6'-8''
C
26
26
26
26
6'-2''
C
26
26
26
26
4'-8''
B
23
23
23
23
9.5
3'-7''
A
5'-4''
C
25
25
25
25
4'-11''
C
25
25
25
25
3'-7''
C
22
22
22
22
10
6'-9''
A
6'-5''
C
26
26
26
26
6'-0''
C
26
26
26
26
4'-6''
B
23
23
23
23
11
6'-2''
A
6'-1''
C
27
27
27
27
5'-8''
C
26
26
26
26
4'-2''
B
24
24
24
24
12
13
5'-8''
5'-2''
A
A
5'-9''
5'-6''
C
C
27
27
27
27
27
27
27
27
5'-4''
5'-1''
C
C
26
27
26
27
26
27
26
27
3'-11''
3'-9''
C
C
24
24
24
24
24
24
24
24
A
9'-10''
B
23
23
24
26
10'-7''
B
23
23
24
25
8'-9''
A
22
23
25
26
110 MPH EXPOSURE C
25
105 MPH EXPOSURE C
10
LIVE
3
22'-8''
3
11'-4''
A
9'-5''
C
23
23
25
26
8'-9''
B
23
23
23
25
7'-0''
B
21
23
25
26
3.5
4
9'-8''
8'-6''
A
A
8'-8''
8'-0''
C
C
24
24
24
24
24
24
26
26
8'-0''
7'-5''
C
C
23
24
23
24
23
24
25
24
6'-4''
5'-9''
B
B
21
22
22
22
24
24
26
25
4.5
7'-6''
A
7'-6''
C
25
25
25
25
6'-11''
C
24
24
24
24
5'-4''
B
22
22
23
25
5
6'-9''
A
7'-0''
C
25
25
25
25
6'-6''
C
24
24
24
24
5'-0''
B
22
22
23
25
3.5
19'-5''
A
9'-5''
B
24
24
24
26
9'-9''
B
24
24
24
25
7'-11''
A
22
23
25
26
25
6'-2''
LOAD
4
17'-0''
A
9'-2''
B
25
25
25
26
9'-1''
B
24
24
24
25
7'-3''
B
23
23
24
26
6
5'-8''
A
6'-3''
C
26
26
26
26
5'-10''
C
25
25
25
25
4'-4''
B
23
23
23
24
ONLY
4.5
15'-1''
A
8'-10''
C
25
25
25
25
8'-6''
C
25
25
25
25
6'-9''
B
23
23
24
25
6.5
5.5
5'-2''
6'-2''
A
A
6'-0''
6'-8''
C
C
26
25
26
25
26
25
26
5'-7''
C
C
25
25
25
25
25
25
25
25
4'-2''
4'-8''
B
B
23
23
23
23
23
23
24
24
24
5
13'-7''
A
8'-6''
C
26
26
26
26
8'-0''
C
25
25
25
25
6'-3''
B
23
23
24
25
7
4'-10''
A
5'-9''
C
26
26
26
26
5'-4''
C
26
26
26
26
3'-11''
B
23
23
23
5.5
12'-4''
A
8'-2''
C
26
26
26
26
7'-7''
C
26
26
26
26
5'-11''
B
24
24
24
25
7.5
4'-6''
A
5'-6''
C
26
26
26
26
5'-1''
C
26
26
26
26
3'-9''
C
23
23
23
24
6
11'-4''
A
7'-9''
C
27
27
27
27
7'-2''
C
26
26
26
26
5'-7''
B
24
24
24
25
8
4'-3''
A
5'-3''
C
27
27
27
27
4'-11''
C
26
26
26
26
3'-7''
C
23
23
23
24
6.5
10'-5''
A
7'-5''
C
27
27
27
27
6'-11''
C
26
26
26
26
5'-3''
B
24
24
24
24
8.5
4'-0''
A
5'-1''
C
27
27
27
27
4'-8''
C
26
26
26
26
3'-5''
C
23
23
23
24
7
9'-8''
A
7'-1''
C
27
27
27
27
6'-7''
C
27
27
27
27
5'-0''
B
24
24
24
24
9
3'-9''
A
4'-10''
C
27
27
27
27
4'-6''
C
26
26
26
26
3'-3''
C
24
24
24
24
7.5
9'-1''
A
6'-10''
C
27
27
27
27
6'-4''
C
27
27
27
27
4'-9''
B
24
24
24
24
8
8'-6''
A
6'-6''
C
28
28
28
28
6'-1''
C
27
27
27
27
4'-7''
B
25
25
25
25
8.5
8'-0''
A
6'-4''
C
28
28
28
28
5'-10''
C
27
27
27
27
4'-5''
B
25
25
25
25
9.5
C
27
27
27
27
4'-5''
C
26
26
26
26
3'-1''
C
24
24
24
24
3
9'-6''
3'-7''
A
A
10'-2''
4'-8''
B
20
21
22
23
9'-5''
B
19
19
21
22
7'-7''
A
18
20
22
23
100 MPH EXPOSURE B
30
or
9
7'-6''
A
6'-1''
C
28
28
28
28
5'-8''
C
27
27
27
27
4'-2''
C
25
25
25
25
3.5
8'-2''
A
9'-4''
C
20
20
22
23
8'-8''
B
20
20
21
22
6'-11''
B
18
20
21
23
9.5
7'-2''
A
5'-11''
C
28
28
28
28
5'-6''
C
28
28
28
28
4'-1''
C
25
25
25
25
4
7'-1''
A
8'-8''
C
21
21
21
23
8'-0''
C
20
20
20
22
6'-4''
B
19
20
21
22
10
6'-9''
A
5'-8''
C
28
28
28
28
5'-4''
C
28
28
28
28
3'-11''
C
25
25
25
25
4.5
6'-4''
A
8'-1''
C
21
21
21
22
7'-6''
C
21
21
21
21
5'-10''
B
19
19
21
22
11
6'-2''
A
5'-4''
C
29
29
29
29
5'-0''
C
28
28
28
28
3'-8''
C
25
25
25
25
5
5'-8''
A
7'-7''
C
21
21
21
22
7'-1''
C
21
21
21
21
5'-5''
B
19
19
21
22
12
13
5'-8''
5'-2''
A
A
5'-1''
4'-10''
C
C
29
29
29
29
29
29
29
29
4'-9''
4'-6''
C
C
28
29
28
29
28
29
28
29
3'-5''
3'-3''
C
C
26
26
26
26
26
26
26
26
5.5
6
5'-2''
4'-9''
A
A
7'-2''
6'-10''
C
C
22
22
22
22
22
22
22
22
6'-8''
6'-4''
C
C
21
21
21
21
21
21
21
21
5'-1''
4'-10''
B
B
19
20
19
20
20
20
22
22
6.5
4'-4''
A
6'-6''
C
22
22
22
22
6'-1''
C
22
22
22
22
4'-7''
B
20
20
20
21
25
7
4'-1''
A
6'-3''
C
22
22
22
22
5'-9''
C
22
22
22
22
4'-4''
B
20
20
20
21
110 MPH EXPOSURE B
10
3
22'-8''
or 90 MPH EXPOSURE C
A
10'-5''
A
21
22
23
25
11'-1''
B
22
22
22
24
9'-5''
A
21
22
24
LIVE
3.5
19'-5''
A
10'-0''
B
22
22
23
24
10'-6''
B
23
23
23
24
8'-7''
A
21
22
23
25
7.5
3'-9''
A
5'-11''
C
23
23
23
23
5'-7''
C
22
22
22
22
4'-1''
B
20
20
20
21
LOAD
4
17'-0''
A
9'-8''
B
23
23
23
24
9'-9''
B
23
23
23
23
7'-11''
A
21
22
23
24
8
3'-6''
A
5'-9''
C
23
23
23
23
5'-4''
C
22
22
22
22
3'-11''
B
20
20
20
21
ONLY
4.5
5
15'-1''
13'-7''
A
A
9'-5''
9'-2''
B
C
24
24
24
24
24
24
24
24
9'-2''
8'-7''
B
B
23
24
23
24
23
24
23
24
7'-4''
6'-10''
A
B
22
22
22
22
23
22
24
24
8.5
9
3'-4''
3'-2''
A
A
5'-6''
5'-4''
C
C
23
23
23
23
23
23
23
23
5'-2''
4'-11''
C
C
22
23
22
23
22
23
22
23
3'-9''
3'-7''
C
C
20
20
20
20
20
20
21
21
5.5
12'-4''
A
8'-9''
C
25
25
25
25
8'-2''
C
24
24
24
24
6'-5''
B
22
22
22
24
6
11'-4''
A
8'-4''
C
25
25
25
25
7'-9''
C
24
24
24
24
6'-1''
B
23
23
23
23
9'-5''
C
22
22
24
25
8'-9''
B
21
21
22
24
6.5
10'-5''
A
8'-0''
C
25
25
25
25
7'-5''
C
25
25
25
25
5'-9''
B
23
23
23
23
3.5
8'-2''
A
8'-8''
C
22
22
23
25
8'-0''
C
22
22
22
24
7
9'-8''
A
7'-8''
C
26
26
26
26
7'-1''
C
25
25
25
25
5'-6''
B
23
23
23
23
4
7'-1''
A
8'-0''
C
23
23
23
24
7'-5''
C
22
22
22
23
7.5
9'-1''
A
7'-4''
C
26
26
26
26
6'-10''
C
25
25
25
25
5'-3''
B
23
23
23
23
4.5
6'-4''
A
7'-6''
C
23
23
23
24
6'-11''
C
23
23
23
23
8
8'-6''
A
7'-1''
C
26
26
26
26
6'-7''
C
25
25
25
25
5'-0''
B
23
23
23
23
5
5'-8''
A
7'-0''
C
23
23
23
24
6'-6''
C
23
23
23
23
8.5
8'-0''
A
6'-10''
C
26
26
26
26
6'-4''
C
26
26
26
26
4'-9''
B
23
23
23
23
5.5
5'-2''
A
6'-8''
C
24
24
24
24
6'-2''
C
23
23
23
23
9
7'-6''
A
6'-7''
C
27
27
27
27
6'-1''
C
26
26
26
26
4'-7''
B
24
24
24
24
6
4'-9''
A
6'-3''
C
24
24
24
24
5'-10''
C
23
23
23
23
100 MPH EXPOSURE C
30
3
9'-6''
A
9.5
7'-2''
A
6'-4''
C
27
27
27
27
5'-11''
C
26
26
26
26
4'-5''
B
24
24
24
24
6.5
4'-4''
A
6'-0''
C
24
24
24
24
5'-7''
C
24
24
24
24
10
6'-9''
A
6'-2''
C
27
27
27
27
5'-9''
C
26
26
26
26
4'-3''
B
24
24
24
24
7
4'-1''
A
5'-9''
C
24
24
24
24
5'-4''
C
24
24
24
24
11
6'-2''
A
5'-10''
C
27
27
27
27
5'-5''
C
27
27
27
27
4'-0''
B
24
24
24
24
7.5
3'-9''
A
5'-6''
C
25
25
25
25
5'-1''
C
24
24
24
24
12
13
5'-8''
5'-2''
A
A
5'-6''
5'-3''
C
C
28
28
28
28
28
28
28
28
5'-2''
4'-11''
C
C
27
27
27
27
27
27
27
27
3'-9''
3'-6''
C
C
24
24
24
24
24
24
24
24
8
8.5
3'-6''
3'-4''
A
A
5'-3''
5'-1''
C
C
25
25
25
25
25
25
25
25
4'-11''
4'-8''
C
C
24
24
24
24
24
24
24
24
9
3'-2''
A
4'-10''
C
25
25
25
25
4'-6''
C
25
25
25
25
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 32 of 60
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS
5.5" Extruded Fascia (Detail L)
California Extruded Fascia (Detail G)
TABLE 6.5
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
0.041"x3"x3" Steel Cloverleaf (Detail W)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 6.5
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
TRIB
POST
MAX
WIDTH SPACING REQ'D
POST
(FT)
(PSF)
110 MPH EXPOSURE C
POST
5.5" Extruded Fascia (Detail L)
Attached Freestanding or
Structure Multispan Units
ON SLAB
FOR
(FT)
SLAB
10
3
22'-8''
A
9'-7''
B
23
23
25
26
10'-0''
B
24
24
24
25
8'-1''
A
22
24
25
27
LIVE
3.5
19'-5''
A
9'-3''
B
24
24
25
26
9'-2''
B
24
24
24
25
7'-4''
A
23
23
25
26
30
MAX POST LENGTH
MIN
SPACING POST
(FT)
110 MPH EXPOSURE B
California Extruded Fascia (Detail G)
Attached Freestanding or
Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
0.041"x3"x3" Steel Cloverleaf (Detail W)
Attached Freestanding or
Structure Multispan Units
TYPE
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
FOOTER
SIZE
TYPE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
or 90 MPH EXPOSURE C
3
9'-6''
A
9'-11''
C
21
21
23
24
9'-2''
B
21
21
22
23
7'-5''
B
19
21
23
24
3.5
8'-2''
A
9'-1''
C
22
22
23
24
8'-5''
B
21
21
21
23
6'-8''
B
19
21
22
24
LOAD
4
17'-0''
A
9'-0''
C
25
25
25
26
8'-6''
B
25
25
25
25
6'-9''
B
23
23
24
26
4
7'-1''
A
8'-5''
C
22
22
22
24
7'-10''
C
21
21
21
23
6'-2''
B
20
21
22
23
ONLY
4.5
15'-1''
A
8'-7''
C
26
26
26
26
8'-0''
C
25
25
25
25
6'-3''
B
23
23
24
26
4.5
6'-4''
A
7'-10''
C
22
22
22
23
7'-4''
C
22
22
22
22
5'-8''
B
20
20
22
23
23
5
13'-7''
A
8'-1''
C
26
26
26
26
7'-6''
C
26
26
26
26
5'-10''
B
24
24
24
25
5
5'-8''
A
7'-5''
C
23
23
23
23
6'-11''
C
22
22
22
22
5'-3''
B
20
20
22
5.5
12'-4''
A
7'-8''
C
27
27
27
27
7'-1''
C
26
26
26
26
5'-6''
B
24
24
24
25
5.5
5'-2''
A
7'-0''
C
23
23
23
23
6'-6''
C
22
22
22
22
4'-11''
B
20
20
21
23
23
6
11'-4''
A
7'-3''
C
27
27
27
27
6'-9''
C
26
26
26
26
5'-2''
B
24
24
24
25
6
4'-9''
A
6'-8''
C
23
23
23
23
6'-2''
C
23
23
23
23
4'-8''
B
21
21
21
6.5
10'-5''
A
6'-11''
C
27
27
27
27
6'-5''
C
26
26
26
26
4'-11''
B
24
24
24
25
6.5
4'-4''
A
6'-4''
C
23
23
23
23
5'-11''
C
23
23
23
23
4'-5''
B
21
21
21
22
7
9'-8''
A
6'-7''
C
27
27
27
27
6'-2''
C
27
27
27
27
4'-8''
B
24
24
24
24
7
4'-1''
A
6'-0''
C
24
24
24
24
5'-7''
C
23
23
23
23
4'-2''
B
21
21
21
22
7.5
9'-1''
A
6'-4''
C
28
28
28
28
5'-11''
C
27
27
27
27
4'-5''
B
25
25
25
25
7.5
3'-9''
A
5'-9''
C
24
24
24
24
5'-5''
C
23
23
23
23
4'-0''
C
21
21
21
22
8
8.5
8'-6''
8'-0''
A
A
6'-1''
5'-10''
C
C
28
28
28
28
28
28
28
28
5'-8''
5'-6''
C
C
27
27
27
27
27
27
27
27
4'-3''
4'-0''
B
B
25
25
25
25
25
25
25
25
8
8.5
3'-6''
3'-4''
A
A
5'-7''
5'-4''
C
C
24
24
24
24
24
24
24
24
5'-2''
5'-0''
C
C
24
24
24
24
24
24
24
24
3'-9''
3'-7''
C
C
21
21
21
21
21
21
22
22
9
7'-6''
A
5'-8''
C
28
28
28
28
5'-3''
C
28
28
28
28
3'-10''
B
25
25
25
25
9.5
7'-2''
A
5'-6''
C
29
29
29
29
5'-1''
C
28
28
28
28
3'-9''
B
25
25
25
25
10
11
6'-9''
6'-2''
A
A
5'-4''
5'-0''
C
C
29
29
29
29
29
29
29
29
4'-11''
4'-8''
C
C
28
28
28
28
28
28
28
28
3'-7''
3'-4''
C
C
25
25
25
25
25
25
25
25
4.5
6'-4''
A
7'-1''
C
24
24
24
25
6'-7''
C
24
24
24
24
5'-1''
B
22
22
23
25
22
23
25
9'-9''
B
21
21
22
23
7'-10''
A
20
21
23
24
5
5'-8''
A
6'-8''
C
25
25
25
25
6'-3''
C
24
24
24
24
4'-8''
B
22
22
23
25
110 MPH EXPOSURE B
20
3
11'-10''
110 MPH EXPOSURE C
30
or 90 MPH EXPOSURE C
A
10'-5''
B
21
3
9'-6''
A
9'-0''
C
23
23
25
26
8'-4''
B
22
22
23
25
6'-7''
B
21
23
24
26
3.5
4
8'-2''
7'-1''
A
A
8'-3''
7'-8''
C
C
23
24
23
24
24
24
26
25
7'-8''
7'-1''
C
C
23
23
23
23
23
23
25
24
6'-0''
5'-6''
B
B
21
21
22
22
24
24
25
25
LIVE
3.5
10'-2''
A
9'-7''
C
22
22
23
24
8'-11''
B
21
21
22
23
7'-1''
B
20
21
23
24
5.5
5'-2''
A
6'-4''
C
25
25
25
25
5'-10''
C
24
24
24
24
4'-5''
B
22
22
23
24
LOAD
4
8'-11''
A
8'-11''
C
22
22
23
24
8'-3''
B
22
22
22
23
6'-6''
B
20
21
22
24
6
4'-9''
A
6'-0''
C
25
25
25
25
5'-7''
C
25
25
25
25
4'-1''
B
22
22
23
24
ONLY
4.5
5
7'-11''
7'-1''
A
A
8'-4''
7'-10''
C
C
23
23
23
23
23
23
24
23
7'-9''
7'-3''
C
C
22
23
22
23
22
23
23
23
6'-1''
5'-8''
B
B
20
21
21
21
22
22
23
23
6.5
7
4'-4''
4'-1''
A
A
5'-8''
5'-5''
C
C
25
26
25
26
25
26
25
26
5'-4''
5'-1''
C
C
25
25
25
25
25
25
25
25
3'-11''
3'-8''
C
C
22
23
22
23
22
23
24
24
5.5
6'-5''
A
7'-5''
C
23
23
23
23
6'-11''
C
23
23
23
23
5'-3''
B
21
21
22
23
6
5'-11''
A
7'-0''
C
24
24
24
24
6'-6''
C
23
23
23
23
5'-0''
B
21
21
21
23
OVER-
6.5
7
5'-5''
5'-1''
A
A
6'-8''
6'-5''
C
C
24
24
24
24
24
24
24
24
6'-3''
6'-0''
C
C
23
24
23
24
23
24
23
24
4'-8''
4'-6''
B
B
21
21
21
21
21
21
23
22
HANG
(FT)
6'
7'
8'
9'
7.5
4'-9''
A
6'-2''
C
24
24
24
24
5'-9''
C
24
24
24
24
4'-3''
B
22
22
22
22
0'
3'
3.5'
4'
4.5'
5'
TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
10'
11'
12'
13'
14'
15'
5.5'
6'
6.5'
7'
16'
17'
18'
19'
20'
21'
22'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
8
4'-5''
A
5'-11''
C
25
25
25
25
5'-6''
C
24
24
24
24
4'-1''
B
22
22
22
22
1'
3.5'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
8.5
4'-2''
A
5'-8''
C
25
25
25
25
5'-4''
C
24
24
24
24
3'-11''
B
22
22
22
22
2'
n/a
n/a
n/a
n/a
n/a
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
9
9.5
3'-11''
3'-9''
A
A
5'-6''
5'-4''
C
C
25
25
25
25
25
25
25
25
5'-1''
4'-11''
C
C
24
25
24
25
24
25
24
25
3'-9''
3'-7''
C
C
22
22
22
22
22
22
22
22
3'
4'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
9.5'
n/a
10'
n/a
10.5'
n/a
11'
n/a
11.5'
n/a
12'
12.5'
12.5'
13'
110 MPH EXPOSURE C
LIVE
20
3
3.5
11'-10''
10'-2''
A
A
9'-7''
8'-10''
C
C
23
24
23
24
25
25
26
26
9'-0''
8'-3''
B
C
23
23
23
23
24
23
25
25
7'-2''
6'-6''
B
B
21
22
23
23
25
24
26
26
LOAD
ONLY
4
4.5
8'-11''
7'-11''
A
A
8'-2''
7'-8''
C
C
24
25
24
25
24
25
26
25
7'-8''
7'-1''
C
C
24
24
24
24
24
24
24
24
5'-11''
5'-6''
B
B
22
22
22
22
24
24
25
25
5
7'-1''
A
7'-2''
C
25
25
25
25
6'-8''
C
25
25
25
25
5'-1''
B
23
23
23
25
5.5
6'-5''
A
6'-10''
C
26
26
26
26
6'-4''
C
25
25
25
25
4'-9''
B
23
23
23
25
6
5'-11''
A
6'-5''
C
26
26
26
26
6'-0''
C
25
25
25
25
4'-6''
B
23
23
23
24
6.5
5'-5''
A
6'-2''
C
26
26
26
26
5'-9''
C
25
25
25
25
4'-3''
B
23
23
23
24
7
5'-1''
A
5'-10''
C
26
26
26
26
5'-6''
C
26
26
26
26
4'-0''
C
23
23
23
24
7.5
4'-9''
A
5'-7''
C
27
27
27
27
5'-3''
C
26
26
26
26
3'-10''
C
23
23
23
24
8
8.5
4'-5''
4'-2''
A
A
5'-5''
5'-2''
C
C
27
27
27
27
27
27
27
27
5'-0''
4'-10''
C
C
26
26
26
26
26
26
26
26
3'-8''
3'-6''
C
C
24
24
24
24
24
24
24
24
9
3'-11''
A
5'-0''
C
27
27
27
27
4'-8''
C
27
27
27
27
3'-4''
C
24
24
24
24
9.5
10
3'-9''
3'-6''
A
A
4'-10''
4'-8''
C
C
27
28
27
28
27
28
27
28
4'-6''
4'-4''
C
C
27
27
27
27
27
27
27
27
3'-3''
3'-1''
C
C
24
24
24
24
24
24
24
24
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2
6. CHOOSE A HEADER FROM THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.5
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 6.3 Post Requirements
for Attached Single Span Structures
Post Description
Max POST Detail
Hgt Code
Twin 0.062"x1.5"x1.5" Scroll
9'
A AC
0.042"x3"x8" Aluminum Post
11'
B N30
0.024"Post with Sideplates
12'
B N16, BK
Clover 0.030"x3"x3" Alum
11'
B N11, AH
Clover 0.040"x3"x3" Alum
12'
B N11, AH
Colonial 0.062" Extruded
12'
C AE
0.041"x3"x3" Steel Clover
12'
D N11, AH
0.041"x3"x3" Steel Clover
8'
E N11, AH
3/16"x3"x3" Steel Square
15'
H N17, AG
1/4""x3"x3" Steel Square
15'
I
N17, AG
3/16"x4"x4" Steel Square
15'
J N17, AG
1/2"x4"x4" Steel Square
15'
K N17, AG
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 6.5 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7
10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM)
TABLE 6.4
Post Requirements for
Freestanding Structures or Multispan Attached Structures
Post Description
Maximum
Max POST
Footing
Height Code Detail #
0.041"x3"x3" Steel Clover
d= 20''
9'
B
N11, AH
0.041"x3"x3" Steel Clover
d= 21''
8'
B
N11, AH
3/16"x3"x3" Steel Square
d= 28''
12'
C
N17, AG
3/16"x3"x3" Steel Square
d= 28''
8'
D
N17, AG
1/4""x3"x3" Steel Square
d= 28''
12'
D
N17, AG
3/16"x4"x4" Steel Square
d= 28''
12'
E
N17, AG
1/2"x4"x4" Steel Square
d= 37''
12'
D
N17, AG
1/2"x4"x4" Steel Square
d= 31''
15'
D
N17, AG
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnam@comcast.net
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 33 of 60
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS
Classic Extruded Fascia (Detail H)
Alaskan Extruded Fascia (Detail K)
TABLE 6.6
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
105 MPH EXPOSURE B
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
Double Steel Cloverleaf (Detail AA)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 6.6
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
MAX
POST
(FT)
POST
ON SLAB
FOR
(FT)
SLAB
(FT)
3
22'-8''
A
14'-2''
B
23
23
24
26
12'-4''
B
22
22
23
25
12'-10''
B
22
23
25
26
3.5
19'-5''
A
13'-6''
B
24
24
24
25
11'-9''
B
23
23
23
24
12'-2''
B
23
23
24
26
LOAD
4
17'-0''
A
12'-11''
C
25
25
25
25
11'-2''
B
23
23
23
24
11'-8''
B
24
24
24
ONLY
4.5
15'-1''
A
12'-5''
C
25
25
25
25
10'-9''
C
24
24
24
24
11'-2''
C
24
24
24
5
13'-7''
A
12'-0''
C
26
26
26
26
10'-5''
C
25
25
25
25
10'-10''
C
25
25
25
5.5
12'-4''
A
11'-7''
C
26
26
26
26
9'-11''
C
10'-6''
C
"d"
(in)
SPACING POST
"d"
(in)
(FT)
TYPE
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
or 90 MPH EXPOSURE C
3
11'-4''
A
12'-6''
C
23
23
24
26
10'-10''
B
22
22
23
25
11'-3''
C
22
23
25
26
3.5
9'-8''
A
11'-11''
C
24
24
24
25
10'-4''
C
22
22
23
24
10'-9''
C
23
23
24
26
26
4
8'-6''
A
11'-4''
C
24
24
24
25
9'-8''
C
23
23
23
24
10'-3''
C
23
23
24
26
25
4.5
7'-6''
A
10'-11''
C
25
25
25
25
9'-1''
C
23
23
23
24
9'-10''
C
24
24
24
25
25
5
6'-9''
A
10'-7''
C
25
25
25
25
8'-7''
C
24
24
24
24
9'-6''
C
25
25
25
25
25
5.5
6'-2''
A
10'-3''
C
26
26
26
26
8'-2''
C
24
24
24
24
9'-3''
C
25
25
25
25
11'-3''
C
27
27
27
27
9'-6''
C
25
25
25
25
10'-2''
C
26
26
26
26
6
5'-8''
A
9'-11''
D
27
27
27
27
7'-9''
C
25
25
25
25
8'-11''
C
26
26
26
26
11'-0''
C
27
27
27
27
9'-1''
C
26
26
26
26
9'-11''
C
26
26
26
26
6.5
5'-2''
A
9'-8''
D
27
27
27
27
7'-5''
C
25
25
25
25
8'-9''
C
26
26
26
26
7
9'-8''
A
10'-8''
C
28
28
28
28
8'-9''
C
26
26
26
26
9'-8''
C
27
27
27
27
7
4'-10''
A
9'-5''
D
27
27
27
27
7'-2''
C
25
25
25
25
8'-6''
D
27
27
27
27
7.5
9'-1''
A
10'-5''
C
28
28
28
28
8'-5''
C
26
26
26
26
9'-5''
C
27
27
27
27
7.5
4'-6''
A
9'-2''
D
28
28
28
28
6'-11''
C
25
25
25
25
8'-3''
D
27
27
27
27
8
8'-6''
A
10'-3''
C
29
29
29
29
8'-2''
C
26
26
26
26
9'-3''
C
28
28
28
28
8
4'-3''
A
9'-0''
D
28
28
28
28
6'-8''
C
26
26
26
26
8'-0''
D
27
27
27
27
8.5
8'-0''
D
29
29
29
29
7'-10''
28
28
25
"d"
(in)
MAX POST LENGTH
MIN FOOTER
A
28
25
CONSTRAINED FOOTER
MAX
POST
A
C
25
12'
11'-4''
27
25
"d"
(in)
10'
10'-5''
27
25
SIZE
8'
6
27
25
TYPE
FOOTER
Double Steel Cloverleaf (Detail AA)
Attached Freestanding or
Structure Multispan Units
6.5
C
25
25
Alaskan Extruded Fascia (Detail K)
Attached Freestanding or
Structure Multispan Units
MAX POST LENGTH
MIN
SPACING POST
110 MPH EXPOSURE B
10
A
10'-0''
27
9'-1''
8.5
4'-0''
A
8'-10''
D
29
29
29
29
6'-5''
C
26
26
26
26
7'-9''
D
27
27
27
27
9
7'-6''
A
9'-10''
D
29
29
29
29
7'-7''
C
27
27
27
27
8'-11''
C
28
28
28
28
9
3'-9''
A
8'-8''
D
29
29
29
29
6'-3''
C
26
26
26
26
7'-6''
D
28
28
28
28
9.5
7'-2''
A
9'-8''
D
30
30
30
30
7'-5''
C
27
27
27
27
8'-9''
C
29
29
29
28
29
9.5
3'-7''
A
8'-6''
D
29
29
29
29
6'-0''
C
26
26
26
26
7'-4''
D
28
28
28
28
10
6'-9''
A
9'-6''
D
30
30
30
30
7'-2''
C
27
27
27
27
8'-7''
D
29
29
29
29
11
6'-2''
A
9'-2''
D
31
31
31
31
6'-10''
C
28
28
28
28
8'-2''
D
29
29
29
29
12
13
5'-8''
5'-2''
A
A
8'-11''
8'-8''
D
D
31
32
31
32
31
32
31
32
6'-6''
6'-2''
C
C
28
28
28
28
28
28
28
28
7'-10''
7'-6''
D
D
30
30
30
30
30
30
30
30
4.5
7'-6''
A
10'-3''
C
27
27
27
27
8'-3''
C
25
25
25
26
9'-3''
C
26
26
26
27
A
13'-3''
C
25
25
26
28
11'-6''
B
24
24
25
26
12'-0''
B
24
25
26
28
5
6'-9''
A
9'-11''
D
28
28
28
28
7'-9''
C
26
26
26
26
8'-11''
C
27
27
27
27
110 MPH EXPOSURE C
25
105 MPH EXPOSURE C
LIVE
POST
WIDTH SPACING REQ'D
(PSF)
or 85 MPH EXPOSURE C
LIVE
10
TRIB
Classic Extruded Fascia (Detail H)
Attached Freestanding or
Structure Multispan Units
3
22'-8''
3
11'-4''
A
11'-9''
C
25
25
26
28
10'-2''
C
24
24
25
26
10'-7''
C
24
25
26
28
3.5
4
9'-8''
8'-6''
A
A
11'-2''
10'-8''
C
C
26
27
26
27
26
27
27
27
9'-5''
8'-9''
C
C
24
25
24
25
25
25
26
26
10'-1''
9'-7''
C
C
25
26
25
26
26
26
28
27
3.5
19'-5''
A
12'-7''
C
26
26
26
27
10'-11''
C
25
25
25
26
11'-4''
C
25
25
26
28
5.5
6'-2''
A
9'-7''
D
29
29
29
29
7'-5''
C
26
26
26
26
8'-8''
C
28
28
28
28
LOAD
4
17'-0''
A
12'-0''
C
27
27
27
27
10'-5''
C
26
26
26
26
10'-10''
C
26
26
26
27
6
5'-8''
A
9'-4''
D
29
29
29
29
7'-0''
C
27
27
27
27
8'-5''
D
28
28
28
28
ONLY
4.5
15'-1''
A
11'-7''
C
28
28
28
28
9'-11''
C
26
26
26
26
10'-5''
C
27
27
27
27
6.5
5'-2''
A
9'-1''
D
30
30
30
30
6'-9''
C
27
27
27
27
8'-1''
D
29
29
29
29
5
13'-7''
A
11'-2''
C
28
28
28
28
9'-5''
C
27
27
27
27
10'-1''
C
27
27
27
27
7
4'-10''
A
8'-10''
D
30
30
30
30
6'-5''
C
27
27
27
27
7'-9''
D
29
29
29
29
5.5
12'-4''
A
10'-10''
C
29
29
29
29
8'-11''
C
27
27
27
27
9'-9''
C
28
28
28
28
7.5
4'-6''
A
8'-8''
D
31
31
31
31
6'-2''
C
27
27
27
27
7'-6''
D
29
29
29
29
6
11'-4''
A
10'-6''
C
29
29
29
29
8'-6''
C
27
27
27
27
9'-6''
C
28
28
28
28
8
4'-3''
A
8'-5''
D
31
31
31
31
6'-0''
C
28
28
28
28
7'-3''
D
30
30
30
30
6.5
10'-5''
A
10'-3''
C
30
30
30
30
8'-2''
C
28
28
28
28
9'-3''
C
29
29
29
29
8.5
4'-0''
A
8'-3''
D
32
32
32
32
5'-9''
D
28
28
28
28
7'-1''
D
30
30
30
30
7
9'-8''
A
10'-0''
D
30
30
30
30
7'-10''
C
28
28
28
28
9'-0''
C
29
29
29
29
9
3'-9''
A
8'-1''
D
32
32
32
32
5'-7''
D
28
28
28
28
6'-10''
D
30
30
30
30
7.5
9'-1''
A
9'-9''
D
31
31
31
31
7'-7''
C
28
28
28
28
8'-10''
C
30
30
30
30
8
8'-6''
A
9'-7''
D
31
31
31
31
7'-3''
C
29
29
29
29
8'-7''
D
30
30
30
30
8.5
8'-0''
A
9'-4''
D
32
32
32
32
7'-1''
C
29
29
29
29
8'-5''
D
31
31
31
31
9.5
D
32
32
32
32
5'-5''
D
28
28
28
28
6'-8''
D
30
30
30
30
3
9'-6''
3'-7''
A
A
12'-4''
7'-10''
C
21
22
23
24
10'-8''
C
20
21
22
23
11'-1''
C
20
22
23
25
100 MPH EXPOSURE B
30
or
9
7'-6''
A
9'-2''
D
32
32
32
32
6'-10''
C
29
29
29
29
8'-2''
D
31
31
31
31
3.5
8'-2''
A
11'-8''
C
22
22
23
24
10'-2''
C
21
21
22
23
10'-6''
C
21
22
23
24
9.5
7'-2''
A
9'-0''
D
33
33
33
33
6'-7''
C
29
29
29
29
7'-11''
D
31
31
31
31
4
7'-1''
A
11'-2''
C
23
23
23
24
9'-5''
C
21
21
22
23
10'-1''
C
22
22
23
24
10
6'-9''
A
8'-10''
D
33
33
33
33
6'-5''
C
30
30
30
30
7'-9''
D
32
32
32
32
4.5
6'-4''
A
10'-9''
C
23
23
23
24
8'-10''
C
22
22
22
23
9'-8''
C
22
22
23
24
11
6'-2''
A
8'-7''
D
34
34
34
34
6'-1''
D
30
30
30
30
7'-5''
D
32
32
32
32
5
5'-8''
A
10'-4''
C
24
24
24
24
8'-5''
C
22
22
22
22
9'-4''
C
23
23
23
24
12
13
5'-8''
5'-2''
A
A
8'-4''
8'-0''
D
D
34
35
34
35
34
35
34
35
5'-10''
5'-6''
D
D
30
31
30
31
30
31
30
31
7'-1''
6'-10''
D
D
32
33
32
33
32
33
32
33
5.5
6
5'-2''
4'-9''
A
A
10'-0''
9'-9''
C
D
24
25
24
25
24
25
24
25
7'-11''
7'-7''
C
C
22
23
22
23
22
23
22
23
9'-1''
8'-10''
C
C
23
24
23
24
23
24
24
24
6.5
4'-4''
A
9'-6''
D
25
25
25
25
7'-3''
C
23
23
23
23
8'-7''
C
24
24
24
24
4'-1''
A
9'-3''
D
26
26
26
26
7'-0''
C
23
23
23
23
8'-4''
D
25
25
25
25
110 MPH EXPOSURE B
10
3
22'-8''
or 90 MPH EXPOSURE C
A
13'-10''
B
24
24
25
26
12'-0''
B
22
22
24
25
12'-6''
B
23
24
25
26
7
LIVE
3.5
19'-5''
A
13'-2''
C
24
24
24
26
11'-5''
B
23
23
23
25
11'-11''
B
24
24
25
26
7.5
3'-9''
A
9'-1''
D
26
26
26
26
6'-8''
C
23
23
23
23
8'-0''
D
25
25
25
25
LOAD
4
17'-0''
A
12'-7''
C
25
25
25
26
10'-11''
B
24
24
24
25
11'-4''
C
24
24
25
26
8
3'-6''
A
8'-10''
D
26
26
26
26
6'-5''
C
24
24
24
24
7'-9''
D
25
25
25
25
ONLY
4.5
5
15'-1''
13'-7''
A
A
12'-1''
11'-8''
C
C
26
26
26
26
26
26
26
26
10'-6''
10'-1''
C
C
25
25
25
25
25
25
25
25
10'-11''
10'-6''
C
C
25
25
25
25
25
25
26
26
8.5
9
3'-4''
3'-2''
A
A
8'-8''
8'-6''
D
D
27
27
27
27
27
27
27
27
6'-3''
6'-0''
C
C
24
24
24
24
24
24
24
24
7'-6''
7'-4''
D
D
25
26
25
26
25
26
25
26
5.5
12'-4''
A
11'-4''
C
27
27
27
27
9'-7''
C
25
25
25
25
10'-3''
C
26
26
26
26
6
11'-4''
A
11'-0''
C
27
27
27
27
9'-2''
C
26
26
26
26
9'-11''
C
27
27
27
27
11'-9''
C
23
23
25
26
10'-2''
C
22
22
24
25
6.5
10'-5''
A
10'-8''
C
28
28
28
28
8'-9''
C
26
26
26
26
9'-8''
C
27
27
27
27
3.5
8'-2''
A
11'-2''
C
24
24
25
26
9'-5''
C
23
23
24
25
7
9'-8''
A
10'-5''
C
28
28
28
28
8'-5''
C
26
26
26
26
9'-5''
C
27
27
27
27
4
7'-1''
A
10'-8''
C
25
25
25
26
8'-9''
C
23
23
23
25
7.5
9'-1''
A
10'-2''
C
29
29
29
29
8'-1''
C
27
27
27
27
9'-2''
C
28
28
28
28
4.5
6'-4''
A
10'-3''
C
26
26
26
26
8'-3''
C
24
24
24
24
8
8'-6''
A
10'-0''
D
29
29
29
29
7'-10''
C
27
27
27
27
9'-0''
C
28
28
28
28
5
5'-8''
A
9'-11''
D
26
26
26
26
7'-9''
C
24
24
24
24
8.5
8'-0''
A
9'-9''
D
30
30
30
30
7'-7''
C
27
27
27
27
8'-10''
C
29
29
29
29
5.5
5'-2''
A
9'-7''
D
27
27
27
27
7'-5''
C
25
25
25
25
9
7'-6''
A
9'-7''
D
30
30
30
30
7'-4''
C
27
27
27
27
8'-8''
C
29
29
29
29
6
4'-9''
A
9'-4''
D
27
27
27
27
7'-0''
C
25
25
25
25
29
28
28
28
28
8'-6''
D
29
29
29
3
9'-6''
A
9.5
7'-2''
A
9'-5''
D
30
30
30
30
7'-1''
6.5
4'-4''
A
9'-1''
D
28
28
28
28
6'-9''
C
25
25
25
25
10
6'-9''
A
9'-3''
D
31
31
31
31
6'-11''
C
28
28
28
28
8'-3''
D
30
30
30
30
7
4'-1''
A
8'-10''
D
28
28
28
28
6'-5''
C
25
25
25
25
11
6'-2''
A
9'-0''
D
31
31
31
31
6'-7''
C
28
28
28
28
7'-10''
D
30
30
30
30
7.5
3'-9''
A
8'-8''
D
29
29
29
29
6'-2''
C
26
26
26
26
12
13
5'-8''
5'-2''
A
A
8'-9''
8'-6''
D
D
32
33
32
33
32
33
32
33
6'-3''
5'-11''
C
C
29
29
29
29
29
29
29
29
7'-6''
7'-3''
D
D
31
31
31
31
31
31
31
31
8
8.5
3'-6''
3'-4''
A
A
8'-5''
8'-3''
D
D
29
30
29
30
29
30
29
30
6'-0''
5'-9''
C
D
26
26
26
26
26
26
26
26
9
3'-2''
A
8'-1''
D
30
30
30
30
5'-7''
D
26
26
26
26
ICC ESR 1398 (2009 IBC) 10/11/2011
C
100 MPH EXPOSURE C
30
Page 34 of 60
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS
Classic Extruded Fascia (Detail H)
Alaskan Extruded Fascia (Detail K)
TABLE 6.6
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
Double Steel Cloverleaf (Detail AA)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 6.6
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
TRIB
POST
MAX
WIDTH SPACING REQ'D
POST
(FT)
(PSF)
110 MPH EXPOSURE C
POST
Classic Extruded Fascia (Detail H)
Attached Freestanding or
Structure Multispan Units
ON SLAB
FOR
(FT)
SLAB
10
3
22'-8''
A
12'-9''
C
26
26
26
28
11'-1''
B
25
25
25
27
11'-6''
B
25
25
27
28
LIVE
3.5
19'-5''
A
12'-1''
C
27
27
27
28
10'-6''
C
25
25
25
27
10'-11''
C
26
26
27
28
LOAD
4
17'-0''
A
11'-7''
C
27
27
27
28
10'-0''
C
26
26
26
26
10'-5''
C
26
26
26
ONLY
4.5
15'-1''
A
11'-1''
C
28
28
28
28
9'-4''
C
27
27
27
27
10'-0''
C
27
27
27
5
13'-7''
A
10'-9''
C
29
29
29
29
8'-10''
C
27
27
27
27
9'-8''
C
28
28
5.5
12'-4''
A
10'-5''
C
29
29
29
29
8'-5''
C
27
27
27
27
9'-5''
C
28
28
30
MAX POST LENGTH
MIN
SPACING POST
(FT)
110 MPH EXPOSURE B
Alaskan Extruded Fascia (Detail K)
Attached Freestanding or
Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
Double Steel Cloverleaf (Detail AA)
Attached Freestanding or
Structure Multispan Units
TYPE
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
FOOTER
SIZE
TYPE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
or 90 MPH EXPOSURE C
3
9'-6''
A
12'-1''
C
23
23
24
25
10'-6''
C
21
22
23
24
10'-11''
C
22
23
24
26
3.5
8'-2''
A
11'-6''
C
23
23
24
25
9'-11''
C
22
22
23
24
10'-4''
C
23
23
24
26
28
4
7'-1''
A
11'-0''
C
24
24
24
25
9'-3''
C
23
23
23
24
9'-11''
C
23
23
24
25
28
4.5
6'-4''
A
10'-7''
C
25
25
25
25
8'-8''
C
23
23
23
24
9'-6''
C
24
24
24
25
28
28
5
5'-8''
A
10'-2''
C
25
25
25
25
8'-2''
C
23
23
23
23
9'-2''
C
24
24
24
25
28
28
5.5
5'-2''
A
9'-11''
D
26
26
26
26
7'-9''
C
24
24
24
24
8'-11''
C
25
25
25
25
6
11'-4''
A
10'-1''
C
30
30
30
30
8'-0''
C
28
28
28
28
9'-1''
C
29
29
29
29
6
4'-9''
A
9'-7''
D
26
26
26
26
7'-5''
C
24
24
24
24
8'-8''
C
25
25
25
25
6.5
10'-5''
A
9'-10''
D
31
31
31
31
7'-8''
C
28
28
28
28
8'-11''
C
29
29
29
29
6.5
4'-4''
A
9'-4''
D
27
27
27
27
7'-1''
C
24
24
24
24
8'-5''
D
26
26
26
26
7
9'-8''
A
9'-7''
D
31
31
31
31
7'-4''
C
28
28
28
28
8'-8''
C
30
30
30
30
7
4'-1''
A
9'-1''
D
27
27
27
27
6'-9''
C
25
25
25
25
8'-1''
D
26
26
26
26
7.5
9'-1''
A
9'-4''
D
31
31
31
31
7'-1''
C
29
29
29
29
8'-5''
D
30
30
30
30
7.5
3'-9''
A
8'-11''
D
28
28
28
28
6'-6''
C
25
25
25
25
7'-10''
D
26
26
26
26
8
8.5
8'-6''
8'-0''
A
A
9'-2''
9'-0''
D
D
32
32
32
32
32
32
32
32
6'-10''
6'-7''
C
C
29
29
29
29
29
29
29
29
8'-2''
7'-11''
D
D
31
31
31
31
31
31
31
31
8
8.5
3'-6''
3'-4''
A
A
8'-9''
8'-6''
D
D
28
28
28
28
28
28
28
28
6'-3''
6'-1''
C
C
25
25
25
25
25
25
25
25
7'-7''
7'-4''
D
D
27
27
27
27
27
27
27
27
9
7'-6''
A
8'-10''
D
33
33
33
33
6'-5''
C
29
29
29
29
7'-9''
D
31
31
31
31
9.5
7'-2''
A
8'-8''
D
33
33
33
33
6'-2''
C
30
30
30
30
7'-6''
D
32
32
32
32
10
11
6'-9''
6'-2''
A
A
8'-6''
8'-3''
D
D
34
34
34
34
34
34
34
34
6'-0''
5'-8''
C
D
30
30
30
30
30
30
30
30
7'-4''
7'-0''
D
D
32
32
32
32
32
32
32
32
110 MPH EXPOSURE B
20
3
11'-10''
110 MPH EXPOSURE C
30
3
9'-6''
A
11'-5''
C
25
25
26
27
9'-10''
C
24
24
25
26
10'-4''
C
24
25
26
28
3.5
4
8'-2''
7'-1''
A
A
10'-10''
10'-4''
C
C
26
26
26
26
26
26
27
27
9'-0''
8'-5''
C
C
24
25
24
25
24
25
26
26
9'-9''
9'-4''
C
C
25
26
25
26
26
26
28
27
4.5
6'-4''
A
10'-0''
D
27
27
27
27
7'-11''
C
25
25
25
25
9'-0''
C
26
26
26
27
26
5
5'-8''
A
9'-7''
D
28
28
28
28
7'-5''
C
25
25
25
25
8'-8''
C
27
27
27
27
or 90 MPH EXPOSURE C
A
12'-6''
C
23
23
24
26
10'-10''
B
22
22
23
25
11'-3''
C
22
23
25
LIVE
3.5
10'-2''
A
11'-11''
C
24
24
24
25
10'-4''
C
22
22
23
24
10'-9''
C
23
23
24
26
5.5
5'-2''
A
9'-4''
D
28
28
28
28
7'-1''
C
26
26
26
26
8'-5''
D
27
27
27
27
LOAD
4
8'-11''
A
11'-4''
C
24
24
24
25
9'-8''
C
23
23
23
24
10'-3''
C
23
23
24
26
6
4'-9''
A
9'-1''
D
29
29
29
29
6'-9''
C
26
26
26
26
8'-1''
D
28
28
28
28
ONLY
4.5
5
7'-11''
7'-1''
A
A
10'-11''
10'-7''
C
C
25
25
25
25
25
25
25
25
9'-1''
8'-7''
C
C
23
24
23
24
23
24
24
24
9'-10''
9'-6''
C
C
24
25
24
25
24
25
25
25
6.5
7
4'-4''
4'-1''
A
A
8'-10''
8'-7''
D
D
29
30
29
30
29
30
29
30
6'-5''
6'-2''
C
C
26
27
26
27
26
27
26
27
7'-9''
7'-5''
D
D
28
29
28
29
28
29
28
29
5.5
6'-5''
A
10'-3''
C
26
26
26
26
8'-2''
C
24
24
24
24
9'-3''
C
25
25
25
25
6
5'-11''
A
9'-11''
D
27
27
27
27
7'-9''
C
25
25
25
25
8'-11''
C
26
26
26
26
OVER-
6.5
7
5'-5''
5'-1''
A
A
9'-8''
9'-5''
D
D
27
27
27
27
27
27
27
27
7'-5''
7'-2''
C
C
25
25
25
25
25
25
25
25
8'-9''
8'-6''
C
D
26
27
26
27
26
27
26
27
HANG
(FT)
6'
7'
8'
9'
7.5
4'-9''
A
9'-2''
D
28
28
28
28
6'-11''
C
25
25
25
25
8'-3''
D
27
27
27
27
0'
3'
3.5'
4'
4.5'
5'
TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
10'
11'
12'
13'
14'
15'
5.5'
6'
6.5'
7'
16'
17'
18'
19'
20'
21'
22'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
8
4'-5''
A
9'-0''
D
28
28
28
28
6'-8''
C
26
26
26
26
8'-0''
D
27
27
27
27
1'
3.5'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
8.5
4'-2''
A
8'-10''
D
29
29
29
29
6'-5''
C
26
26
26
26
7'-9''
D
27
27
27
27
2'
n/a
n/a
n/a
n/a
n/a
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
9
9.5
3'-11''
3'-9''
A
A
8'-8''
8'-6''
D
D
29
29
29
29
29
29
29
29
6'-3''
6'-0''
C
C
26
26
26
26
26
26
26
26
7'-6''
7'-4''
D
D
28
28
28
28
28
28
28
28
3'
4'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
9.5'
n/a
10'
n/a
10.5'
n/a
11'
n/a
11.5'
n/a
12'
12.5'
12.5'
13'
110 MPH EXPOSURE C
LIVE
20
3
3.5
11'-10''
10'-2''
A
A
11'-11''
11'-4''
C
C
25
26
25
26
26
26
28
27
10'-4''
9'-8''
C
C
24
25
24
25
25
25
27
26
10'-9''
10'-3''
C
C
24
25
25
25
27
26
28
28
LOAD
ONLY
4
4.5
8'-11''
7'-11''
A
A
10'-10''
10'-5''
C
C
27
27
27
27
27
27
27
27
9'-0''
8'-5''
C
C
25
26
25
26
25
26
26
26
9'-9''
9'-5''
C
C
26
27
26
27
26
27
28
27
5
7'-1''
A
10'-0''
D
28
28
28
28
8'-0''
C
26
26
26
26
9'-1''
C
27
27
27
27
5.5
6'-5''
A
9'-9''
D
29
29
29
29
7'-7''
C
26
26
26
26
8'-9''
C
28
28
28
28
6
5'-11''
A
9'-5''
D
29
29
29
29
7'-2''
C
27
27
27
27
8'-6''
D
28
28
28
28
6.5
5'-5''
A
9'-2''
D
30
30
30
30
6'-11''
C
27
27
27
27
8'-3''
D
29
29
29
29
7
5'-1''
A
9'-0''
D
30
30
30
30
6'-7''
C
27
27
27
27
7'-11''
D
29
29
29
29
7.5
4'-9''
A
8'-9''
D
31
31
31
31
6'-4''
C
28
28
28
28
7'-8''
D
29
29
29
29
8
8.5
4'-5''
4'-2''
A
A
8'-7''
8'-5''
D
D
31
32
31
32
31
32
31
32
6'-2''
5'-11''
C
D
28
28
28
28
28
28
28
28
7'-5''
7'-2''
D
D
30
30
30
30
30
30
30
30
9
3'-11''
A
8'-3''
D
32
32
32
32
5'-9''
D
28
28
28
28
7'-0''
D
30
30
30
30
9.5
10
3'-9''
3'-6''
A
A
8'-0''
7'-10''
D
D
32
33
32
33
32
33
32
33
5'-7''
5'-5''
D
D
29
29
29
29
29
29
29
29
6'-10''
6'-8''
D
D
31
31
31
31
31
31
31
31
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2
6. CHOOSE A HEADER FROM THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.6
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 6.3 Post Requirements
for Attached Single Span Structures
Post Description
Max POST DETAIL
Hgt Code
Twin 0.062"x1.5"x1.5" Scroll
9'
A AC
0.042"x3"x8" Aluminum Post
11'
B N30
0.024"Post with Sideplates
12'
B N16, BK
Clover 0.030"x3"x3" Alum
11'
B N11, AH
Clover 0.040"x3"x3" Alum
12'
B N11, AH
Colonial 0.062" Extruded
12'
C AE
0.041"x3"x3" Steel Clover
12'
D N11, AH
0.041"x3"x3" Steel Clover
8'
E N11, AH
3/16"x3"x3" Steel Square
15'
H N17, AG
1/4""x3"x3" Steel Square
15'
I
N17, AG
3/16"x4"x4" Steel Square
15'
J N17, AG
1/2"x4"x4" Steel Square
15'
K N17, AG
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 6.6 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7
10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM)
TABLE 6.4
Post Requirements for
Freestanding Structures or Multispan Attached Structures
Post Description
Maximum
Max POST
Footing
Height Code Detail #
0.041"x3"x3" Steel Clover
d= 20''
9'
B
N11, AH
0.041"x3"x3" Steel Clover
d= 21''
8'
B
N11, AH
3/16"x3"x3" Steel Square
d= 28''
12'
C
N17, AG
3/16"x3"x3" Steel Square
d= 28''
8'
D
N17, AG
1/4""x3"x3" Steel Square
d= 28''
12'
D
N17, AG
3/16"x4"x4" Steel Square
d= 28''
12'
E
N17, AG
1/2"x4"x4" Steel Square
d= 37''
12'
D
N17, AG
1/2"x4"x4" Steel Square
d= 31''
15'
D
N17, AG
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnam@comcast.net
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 35 of 60
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS
4"x3" I Beam (Detail Y)
7"x4" I Beam (Detail Q)
TABLE 6.7
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
105 MPH EXPOSURE B
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
16 Gauge x3"x8" Steel C (Detail T)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 6.7
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
MAX
POST
(FT)
POST
ON SLAB
FOR
(FT)
SLAB
(FT)
3
22'-8''
A
10'-1''
A
21
23
24
26
13'-11''
B
23
27
29
30
15'-9''
B
24
28
30
32
3.5
19'-5''
A
9'-9''
A
21
23
24
26
13'-5''
B
24
27
28
30
14'-2''
C
24
28
29
31
LOAD
4
17'-0''
A
9'-5''
B
22
23
24
25
12'-11''
C
25
26
28
30
12'-11''
C
25
27
29
ONLY
4.5
15'-1''
A
9'-2''
B
23
23
24
25
12'-7''
C
25
26
28
29
11'-11''
C
25
27
28
5
13'-7''
A
8'-6''
B
23
23
24
25
12'-3''
C
26
26
28
29
11'-0''
C
25
26
5.5
12'-4''
A
25
7"x4" I Beam (Detail Q)
Attached Freestanding or
Structure Multispan Units
MAX POST LENGTH
MIN
SPACING POST
110 MPH EXPOSURE B
10
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
16 Gauge x3"x8" Steel C (Detail T)
Attached Freestanding or
Structure Multispan Units
TYPE
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
or 90 MPH EXPOSURE C
3
11'-4''
A
9'-6''
B
21
23
25
26
13'-7''
C
23
27
29
31
12'-3''
C
23
27
29
31
3.5
9'-8''
A
8'-6''
B
21
23
24
26
13'-1''
C
24
27
29
30
11'-0''
C
23
27
28
30
30
4
8'-6''
A
7'-8''
B
21
22
24
25
12'-8''
C
25
27
29
30
9'-11''
C
23
26
28
29
30
4.5
7'-6''
A
6'-11''
B
21
22
23
25
12'-4''
C
26
27
28
30
9'-1''
C
23
26
27
29
28
29
5
6'-9''
A
6'-4''
B
22
22
23
24
11'-7''
D
26
26
28
30
8'-4''
C
24
25
27
28
7'-11''
B
23
23
23
25
12'-0''
C
27
27
28
29
10'-3''
C
25
26
27
29
5.5
6'-2''
A
5'-11''
B
22
22
23
24
10'-9''
D
26
26
28
29
7'-7''
C
24
25
26
28
6
11'-4''
A
7'-5''
B
23
23
23
24
11'-9''
C
27
27
28
29
9'-8''
C
25
25
27
28
6
5'-8''
A
5'-6''
C
22
22
22
24
10'-0''
D
27
27
27
29
7'-0''
C
24
24
26
27
6.5
10'-5''
A
6'-11''
B
23
23
23
24
11'-6''
C
28
28
28
29
9'-1''
C
26
26
27
28
6.5
5'-2''
A
5'-1''
C
22
22
22
23
9'-5''
D
27
27
27
28
6'-5''
C
24
24
25
27
7
9'-8''
A
6'-6''
B
24
24
24
24
11'-4''
C
28
28
28
29
8'-7''
C
26
26
26
28
7
4'-10''
A
4'-9''
C
22
22
22
23
8'-10''
D
27
27
27
28
6'-0''
C
24
24
25
27
7.5
9'-1''
A
6'-2''
B
24
24
24
24
11'-1''
D
29
29
29
29
8'-1''
C
26
26
26
27
7.5
4'-6''
A
4'-6''
C
22
22
22
23
8'-4''
D
27
27
27
28
5'-7''
C
24
24
25
26
8
8'-6''
A
5'-10''
B
24
24
24
24
10'-8''
D
29
29
29
29
7'-7''
C
26
26
26
27
8
4'-3''
A
4'-3''
C
22
22
22
23
7'-11''
D
27
27
27
27
5'-3''
C
24
24
24
26
8.5
8'-0''
A
5'-6''
C
24
24
24
24
10'-2''
D
29
29
29
29
7'-1''
C
26
26
26
27
8.5
4'-0''
A
4'-0''
C
22
22
22
23
7'-6''
D
27
27
27
27
4'-11''
C
24
24
24
26
9
7'-6''
A
5'-3''
C
24
24
24
24
9'-8''
D
29
29
29
29
6'-9''
C
26
26
26
26
9
3'-9''
A
3'-10''
C
22
22
22
23
7'-2''
D
27
27
27
27
4'-8''
C
24
24
24
25
9.5
7'-2''
A
5'-0''
C
24
24
24
24
9'-3''
D
29
29
29
29
6'-4''
C
26
26
26
26
9.5
3'-7''
A
3'-8''
C
22
22
22
22
6'-10''
D
27
27
27
27
4'-5''
C
24
24
24
25
10
6'-9''
A
4'-10''
C
24
24
24
24
8'-11''
D
29
29
29
29
6'-1''
C
26
26
26
26
11
6'-2''
A
4'-5''
C
24
24
24
24
8'-3''
D
30
30
30
30
5'-6''
C
26
26
26
26
12
13
5'-8''
5'-2''
A
A
4'-1''
3'-10''
C
C
24
24
24
24
24
24
24
24
7'-8''
7'-2''
D
D
30
30
30
30
30
30
30
30
5'-1''
4'-8''
C
C
26
26
26
26
26
26
26
26
4.5
A
9'-4''
A
22
25
26
28
12'-10''
C
25
29
31
32
13'-9''
C
26
30
32
33
5
110 MPH EXPOSURE C
25
105 MPH EXPOSURE C
LIVE
POST
WIDTH SPACING REQ'D
(PSF)
or 85 MPH EXPOSURE C
LIVE
10
TRIB
4"x3" I Beam (Detail Y)
Attached Freestanding or
Structure Multispan Units
3
22'-8''
3
11'-4''
A
8'-3''
B
22
25
26
28
12'-7''
C
26
29
31
33
10'-9''
C
24
29
31
32
3.5
4
9'-8''
8'-6''
A
A
7'-4''
6'-7''
B
B
23
23
24
23
26
25
27
27
12'-1''
11'-9''
C
C
27
28
29
29
31
31
33
32
9'-7''
8'-8''
C
C
25
25
28
28
30
29
32
31
7'-6''
A
5'-11''
B
23
23
25
26
10'-10''
D
28
28
30
32
7'-9''
C
25
27
29
30
6'-9''
A
5'-5''
B
23
23
24
26
10'-0''
D
28
28
30
31
7'-0''
C
25
26
28
30
3.5
19'-5''
A
9'-0''
B
23
24
26
27
12'-4''
C
26
29
30
32
12'-4''
C
26
29
31
33
5.5
6'-2''
A
5'-0''
C
23
23
24
25
9'-3''
D
28
28
29
31
6'-4''
C
25
26
28
29
LOAD
4
17'-0''
A
8'-8''
B
24
24
26
27
11'-11''
C
27
28
30
32
11'-3''
C
26
29
30
32
6
5'-8''
A
4'-8''
C
23
23
24
25
8'-7''
D
28
28
29
30
5'-10''
C
25
25
27
29
ONLY
4.5
15'-1''
A
7'-11''
B
24
24
25
27
11'-8''
C
28
28
30
31
10'-4''
C
27
28
30
31
6.5
5'-2''
A
4'-4''
C
23
23
23
25
8'-1''
D
29
29
29
30
5'-4''
C
25
25
27
28
5
13'-7''
A
7'-4''
B
25
25
25
26
11'-4''
C
28
28
30
31
9'-6''
C
27
28
29
31
7
4'-10''
A
4'-1''
C
23
23
23
25
7'-7''
D
29
29
29
30
5'-0''
C
25
25
26
28
5.5
12'-4''
A
6'-9''
B
25
25
25
26
11'-1''
C
29
29
30
31
8'-10''
C
27
27
29
30
7.5
4'-6''
A
3'-10''
C
23
23
23
24
7'-2''
D
29
29
29
29
4'-8''
C
25
25
26
28
6
11'-4''
A
6'-3''
B
25
25
25
26
10'-10''
C
30
30
30
31
8'-3''
C
27
27
28
30
8
4'-3''
A
3'-7''
C
23
23
23
24
6'-9''
D
29
29
29
29
4'-4''
C
25
25
26
27
6.5
10'-5''
A
5'-11''
C
25
25
25
26
10'-8''
D
30
30
30
31
7'-7''
C
27
27
28
30
8.5
4'-0''
A
3'-5''
C
23
23
23
24
6'-5''
D
29
29
29
29
4'-1''
C
25
25
25
27
7
9'-8''
A
5'-6''
C
25
25
25
25
10'-1''
D
31
31
31
31
7'-1''
C
27
27
28
29
9
3'-9''
A
3'-3''
C
23
23
23
24
6'-1''
D
29
29
29
29
3'-11''
C
25
25
25
27
7.5
9'-1''
A
5'-2''
C
25
25
25
25
9'-7''
D
31
31
31
31
6'-7''
C
27
27
27
29
8
8'-6''
A
4'-11''
C
25
25
25
25
9'-1''
D
31
31
31
31
6'-2''
C
27
27
27
28
8.5
8'-0''
A
4'-8''
C
25
25
25
25
8'-8''
D
31
31
31
31
5'-10''
C
27
27
27
28
9
7'-6''
A
4'-5''
C
25
25
25
25
8'-3''
D
31
31
31
31
5'-6''
C
27
27
27
9.5
7'-2''
A
4'-3''
C
25
25
25
25
7'-10''
D
31
31
31
31
5'-3''
C
27
27
10
6'-9''
A
4'-0''
C
25
25
25
25
7'-6''
D
31
31
31
31
5'-0''
C
27
11
6'-2''
A
3'-8''
C
25
25
25
25
6'-11''
D
31
31
31
31
4'-6''
C
12
13
5'-8''
5'-2''
A
A
3'-5''
3'-2''
C
C
26
26
26
26
26
26
26
26
6'-5''
6'-0''
D
D
31
32
31
32
31
32
31
32
4'-2''
3'-10''
C
C
110 MPH EXPOSURE B
10
3
22'-8''
9.5
C
24
24
24
24
5'-10''
D
29
29
29
29
3'-8''
C
25
25
25
26
3
9'-6''
A
9'-2''
B
19
22
23
25
14'-2''
C
22
26
28
29
11'-10''
C
21
26
28
29
28
3.5
8'-2''
A
8'-2''
B
19
21
23
24
13'-8''
C
23
26
28
29
10'-7''
C
21
25
27
28
27
27
4
7'-1''
A
7'-4''
B
20
21
22
24
13'-2''
C
24
26
28
29
9'-7''
C
21
25
26
28
27
27
27
4.5
6'-4''
A
6'-8''
B
20
21
22
23
12'-1''
C
24
25
27
28
8'-9''
C
22
24
26
27
27
27
27
27
5
5'-8''
A
6'-1''
B
20
20
22
23
11'-2''
C
24
25
27
28
8'-0''
C
22
24
25
27
27
27
27
27
27
27
27
27
5.5
6
5'-2''
4'-9''
A
A
5'-8''
5'-3''
B
B
20
20
20
20
21
21
23
22
10'-4''
9'-8''
D
D
24
25
25
25
26
26
28
27
7'-3''
6'-8''
C
C
22
22
23
23
25
24
26
26
6.5
4'-4''
A
4'-11''
B
20
20
21
22
9'-0''
D
25
25
25
27
6'-2''
C
22
23
24
25
32
7
4'-1''
A
4'-7''
C
20
20
21
22
8'-6''
D
25
25
25
26
5'-9''
C
22
22
24
25
or 90 MPH EXPOSURE C
A
9'-11''
A
21
23
25
26
13'-7''
B
23
27
29
31
15'-0''
C
24
29
30
3'-7''
A
3'-1''
100 MPH EXPOSURE B
30
or
LIVE
3.5
19'-5''
A
9'-6''
B
22
23
25
26
13'-1''
C
24
27
29
30
13'-6''
C
25
28
30
31
7.5
3'-9''
A
4'-4''
C
20
20
21
22
8'-0''
D
25
25
25
26
5'-4''
C
22
22
23
25
LOAD
4
17'-0''
A
9'-2''
B
23
23
25
26
12'-8''
C
25
27
29
30
12'-4''
C
25
27
29
31
8
3'-6''
A
4'-1''
C
20
20
20
22
7'-7''
D
25
25
25
26
5'-0''
C
22
22
23
24
ONLY
4.5
5
15'-1''
13'-7''
A
A
8'-9''
8'-1''
B
B
23
23
23
23
24
24
26
25
12'-4''
12'-0''
C
C
26
27
27
27
28
28
30
30
11'-4''
10'-6''
C
C
25
25
27
27
29
28
30
30
8.5
9
3'-4''
3'-2''
A
A
3'-10''
3'-8''
C
C
20
20
20
20
20
20
21
21
7'-2''
6'-10''
D
D
25
25
25
25
25
25
26
25
4'-8''
4'-5''
C
C
22
22
22
22
23
23
24
24
5.5
12'-4''
A
7'-6''
B
23
23
24
25
11'-9''
C
27
27
28
30
9'-9''
C
26
26
28
29
6
11'-4''
A
7'-0''
B
24
24
24
25
11'-6''
C
28
28
28
30
9'-2''
C
26
26
27
29
8'-3''
B
21
23
25
26
13'-2''
C
24
28
30
32
6.5
10'-5''
A
6'-6''
B
24
24
24
24
11'-3''
C
28
28
28
29
8'-7''
C
26
26
27
28
3.5
8'-2''
A
7'-4''
B
21
23
24
26
12'-8''
C
25
28
30
31
7
9'-8''
A
6'-2''
B
24
24
24
24
11'-0''
C
29
29
29
29
8'-0''
C
26
26
27
28
4
7'-1''
A
6'-7''
B
21
22
24
25
11'-11''
C
26
28
29
31
7.5
9'-1''
A
5'-10''
B
24
24
24
24
10'-7''
D
29
29
29
29
7'-6''
C
26
26
26
28
4.5
6'-4''
A
5'-11''
B
21
22
24
25
10'-10''
C
26
27
29
30
8
8'-6''
A
5'-6''
B
24
24
24
24
10'-1''
D
29
29
29
29
7'-0''
C
26
26
26
27
5
5'-8''
A
5'-5''
B
22
22
23
25
10'-0''
D
26
27
28
30
8.5
8'-0''
A
5'-3''
B
24
24
24
24
9'-7''
D
29
29
29
29
6'-8''
C
26
26
26
27
5.5
5'-2''
A
5'-0''
B
22
22
23
24
9'-3''
D
26
26
28
29
9
7'-6''
A
5'-0''
C
24
24
24
24
9'-2''
D
30
30
30
30
6'-3''
C
26
26
26
27
6
4'-9''
A
4'-8''
C
22
22
23
24
8'-7''
D
27
27
27
29
100 MPH EXPOSURE C
30
3
9'-6''
A
9.5
7'-2''
A
4'-9''
C
24
24
24
24
8'-9''
D
30
30
30
30
5'-11''
C
26
26
26
26
6.5
4'-4''
A
4'-4''
C
22
22
22
24
8'-1''
D
27
27
27
29
10
6'-9''
A
4'-6''
C
24
24
24
24
8'-5''
D
30
30
30
30
5'-8''
C
26
26
26
26
7
4'-1''
A
4'-1''
C
22
22
22
24
7'-7''
D
27
27
27
28
11
6'-2''
A
4'-2''
C
24
24
24
24
7'-9''
D
30
30
30
30
5'-2''
C
26
26
26
26
7.5
3'-9''
A
3'-10''
C
22
22
22
23
7'-2''
D
27
27
27
28
12
13
5'-8''
5'-2''
A
A
3'-10''
3'-7''
C
C
24
24
24
24
24
24
24
24
7'-2''
6'-9''
D
D
30
30
30
30
30
30
30
30
4'-8''
4'-4''
C
C
26
26
26
26
26
26
26
26
8
8.5
3'-6''
3'-4''
A
A
3'-7''
3'-5''
C
C
22
22
22
22
22
22
23
23
6'-9''
6'-5''
D
D
27
27
27
27
27
27
28
27
9
3'-2''
A
3'-3''
C
22
22
22
23
6'-1''
D
27
27
27
27
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 36 of 60
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS
4"x3" I Beam (Detail Y)
7"x4" I Beam (Detail Q)
TABLE 6.7
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
16 Gauge x3"x8" Steel C (Detail T)
Attached
Freestanding or
Structure
Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 6.7
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
GROUND
12'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
TRIB
POST
MAX
WIDTH SPACING REQ'D
POST
(FT)
(PSF)
110 MPH EXPOSURE C
POST
4"x3" I Beam (Detail Y)
Attached Freestanding or
Structure Multispan Units
ON SLAB
FOR
(FT)
SLAB
10
3
22'-8''
A
9'-1''
B
23
25
27
28
12'-7''
C
26
29
31
33
12'-8''
C
26
30
32
34
LIVE
3.5
19'-5''
A
8'-9''
B
24
25
27
28
12'-1''
C
27
29
31
33
11'-5''
C
26
29
31
33
LOAD
4
17'-0''
A
8'-0''
B
24
24
26
28
11'-9''
C
28
29
31
32
10'-4''
C
26
29
31
ONLY
4.5
15'-1''
A
7'-3''
B
24
24
26
27
11'-5''
C
28
29
31
32
9'-6''
C
27
28
30
5
13'-7''
A
6'-8''
B
25
25
25
27
11'-1''
C
29
29
30
32
8'-9''
C
27
28
5.5
12'-4''
A
30
MAX POST LENGTH
MIN
SPACING POST
(FT)
110 MPH EXPOSURE B
7"x4" I Beam (Detail Q)
Attached Freestanding or
Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
16 Gauge x3"x8" Steel C (Detail T)
Attached Freestanding or
Structure Multispan Units
TYPE
SIZE
"d"
(in)
8'
10'
12'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
FOOTER
SIZE
TYPE
"d"
(in)
8'
10'
12'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
or 90 MPH EXPOSURE C
3
9'-6''
A
8'-10''
B
20
23
24
26
13'-7''
C
23
27
29
31
11'-5''
C
22
27
29
30
3.5
8'-2''
A
7'-10''
B
21
22
24
25
13'-1''
C
24
27
29
30
10'-3''
C
22
26
28
29
32
4
7'-1''
A
7'-1''
B
21
22
23
25
12'-8''
C
25
27
29
30
9'-3''
C
23
26
27
29
32
4.5
6'-4''
A
6'-5''
B
21
21
23
24
11'-8''
D
25
26
28
30
8'-5''
C
23
25
27
28
30
31
5
5'-8''
A
5'-10''
B
21
21
23
24
10'-9''
D
26
26
28
29
7'-7''
C
23
25
26
28
6'-2''
B
25
25
25
26
10'-10''
C
30
30
30
32
8'-0''
C
27
27
29
31
5.5
5'-2''
A
5'-5''
C
21
21
22
24
9'-11''
D
26
26
27
29
6'-11''
C
23
24
26
27
6
11'-4''
A
5'-9''
B
25
25
25
26
10'-5''
C
30
30
30
32
7'-4''
C
27
27
28
30
6
4'-9''
A
5'-0''
C
21
21
22
23
9'-3''
D
26
26
27
28
6'-4''
C
23
24
25
27
6.5
10'-5''
A
5'-4''
B
25
25
25
26
9'-10''
D
30
30
30
31
6'-10''
C
27
27
28
30
6.5
4'-4''
A
4'-8''
C
21
21
22
23
8'-8''
D
26
26
26
28
5'-10''
C
23
23
25
26
7
9'-8''
A
5'-0''
B
25
25
25
25
9'-3''
D
31
31
31
31
6'-4''
C
27
27
28
29
7
4'-1''
A
4'-5''
C
21
21
22
23
8'-2''
D
26
26
26
28
5'-5''
C
23
23
25
26
7.5
9'-1''
A
4'-9''
B
25
25
25
25
8'-9''
D
31
31
31
31
5'-11''
C
27
27
27
29
7.5
3'-9''
A
4'-1''
C
21
21
21
23
7'-8''
D
26
26
26
27
5'-1''
C
23
23
24
26
8
8.5
8'-6''
8'-0''
A
A
4'-5''
4'-3''
C
C
25
25
25
25
25
25
25
25
8'-3''
7'-10''
D
D
31
31
31
31
31
31
31
31
5'-6''
5'-3''
C
C
27
27
27
27
27
27
28
28
8
8.5
3'-6''
3'-4''
A
A
3'-11''
3'-8''
C
C
21
21
21
21
21
21
23
22
7'-3''
6'-11''
D
D
26
26
26
26
26
26
27
27
4'-9''
4'-6''
C
C
23
23
23
23
24
24
25
25
9
7'-6''
A
4'-0''
C
25
25
25
25
7'-6''
D
31
31
31
31
4'-11''
C
27
27
27
28
9.5
7'-2''
A
3'-10''
C
25
25
25
25
7'-2''
D
31
31
31
31
4'-8''
C
27
27
27
28
10
11
6'-9''
6'-2''
A
A
3'-8''
3'-4''
C
C
25
25
25
25
25
25
25
25
6'-10''
6'-3''
D
D
31
31
31
31
31
31
31
31
4'-5''
4'-0''
C
C
27
27
27
27
27
27
27
27
110 MPH EXPOSURE B
20
3
11'-10''
110 MPH EXPOSURE C
30
3
9'-6''
A
7'-9''
B
22
24
26
27
12'-7''
C
26
29
31
33
10'-1''
C
24
29
30
32
3.5
4
8'-2''
7'-1''
A
A
6'-10''
6'-2''
B
B
22
22
24
23
25
25
27
26
12'-1''
11'-2''
C
C
27
27
29
29
31
30
33
32
9'-0''
8'-0''
C
C
24
24
28
27
30
29
31
31
4.5
6'-4''
A
5'-7''
B
22
23
24
26
10'-2''
D
27
28
30
31
7'-2''
C
24
27
28
30
31
5
5'-8''
A
5'-1''
C
22
22
24
26
9'-4''
D
27
28
29
31
6'-5''
C
24
26
28
29
or 90 MPH EXPOSURE C
A
9'-6''
B
21
23
25
26
16'-3''
C
25
29
30
32
12'-3''
C
23
27
29
LIVE
3.5
10'-2''
A
8'-6''
B
21
23
24
26
15'-1''
C
26
28
30
31
11'-0''
C
23
27
28
30
5.5
5'-2''
A
4'-8''
C
23
23
24
25
8'-8''
D
28
28
29
30
5'-10''
C
24
26
27
29
LOAD
4
8'-11''
A
7'-8''
B
21
22
24
25
13'-8''
C
26
27
29
31
9'-11''
C
23
26
28
29
6
4'-9''
A
4'-4''
C
23
23
23
25
8'-1''
D
28
28
28
30
5'-4''
C
24
25
27
28
ONLY
4.5
5
7'-11''
7'-1''
A
A
6'-11''
6'-4''
B
B
21
22
22
22
23
23
25
24
12'-7''
11'-7''
C
C
26
26
27
26
29
28
30
30
9'-1''
8'-4''
C
C
23
24
26
25
27
27
29
28
6.5
7
4'-4''
4'-1''
A
A
4'-0''
3'-9''
C
C
23
23
23
23
23
23
25
24
7'-6''
7'-1''
D
D
28
28
28
28
28
28
30
29
4'-11''
4'-7''
C
C
24
24
25
24
26
26
28
27
5.5
6'-5''
A
5'-11''
B
22
22
23
24
10'-9''
D
26
26
28
29
7'-7''
C
24
25
26
28
6
5'-11''
A
5'-6''
B
22
22
22
24
10'-0''
D
27
27
27
29
7'-0''
C
24
24
26
27
OVER-
6.5
7
5'-5''
5'-1''
A
A
5'-1''
4'-9''
B
C
22
22
22
22
22
22
23
23
9'-5''
8'-10''
D
D
27
27
27
27
27
27
28
28
6'-5''
6'-0''
C
C
24
24
24
24
25
25
27
27
HANG
(FT)
6'
7'
8'
9'
7.5
4'-9''
A
4'-6''
C
22
22
22
23
8'-4''
D
27
27
27
28
5'-7''
C
24
24
25
26
0'
3'
3.5'
4'
4.5'
5'
TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
10'
11'
12'
13'
14'
15'
5.5'
6'
6.5'
7'
16'
17'
18'
19'
20'
21'
22'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
8
4'-5''
A
4'-3''
C
22
22
22
23
7'-11''
D
27
27
27
27
5'-3''
C
24
24
24
26
1'
3.5'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
8.5
4'-2''
A
4'-0''
C
22
22
22
23
7'-6''
D
27
27
27
27
4'-11''
C
24
24
24
26
2'
n/a
n/a
n/a
n/a
n/a
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
9
9.5
3'-11''
3'-9''
A
A
3'-10''
3'-8''
C
C
22
22
22
22
22
22
23
22
7'-2''
6'-10''
D
D
27
27
27
27
27
27
27
27
4'-8''
4'-5''
C
C
24
24
24
24
24
24
25
25
3'
4'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
9.5'
n/a
10'
n/a
10.5'
n/a
11'
n/a
11.5'
n/a
12'
12.5'
12.5'
13'
110 MPH EXPOSURE C
LIVE
20
3
3.5
11'-10''
10'-2''
A
A
8'-7''
7'-7''
B
B
23
23
25
24
26
26
28
27
12'-7''
12'-1''
C
C
26
27
29
29
31
31
33
33
11'-1''
9'-11''
C
C
25
25
29
28
31
30
33
32
LOAD
ONLY
4
4.5
8'-11''
7'-11''
A
A
6'-10''
6'-2''
B
B
23
23
24
23
25
25
27
26
11'-9''
11'-3''
C
D
28
28
29
29
31
30
32
32
8'-11''
8'-1''
C
C
25
25
28
27
30
29
31
31
5
7'-1''
A
5'-8''
C
23
23
24
26
10'-4''
D
28
28
30
31
7'-3''
C
25
27
28
30
5.5
6'-5''
A
5'-3''
C
23
23
24
26
9'-7''
D
29
29
29
31
6'-7''
C
25
26
28
29
6
5'-11''
A
4'-10''
C
23
23
24
25
8'-11''
D
29
29
29
31
6'-1''
C
25
26
27
29
6.5
5'-5''
A
4'-6''
C
24
24
24
25
8'-4''
D
29
29
29
30
5'-7''
C
25
25
27
28
7
5'-1''
A
4'-3''
C
24
24
24
25
7'-10''
D
29
29
29
30
5'-2''
C
25
25
27
28
7.5
4'-9''
A
4'-0''
C
24
24
24
25
7'-5''
D
29
29
29
29
4'-10''
C
25
25
26
28
8
8.5
4'-5''
4'-2''
A
A
3'-9''
3'-6''
C
C
24
24
24
24
24
24
24
24
7'-0''
6'-8''
D
D
29
29
29
29
29
29
29
29
4'-7''
4'-3''
C
C
25
25
25
25
26
26
27
27
9
3'-11''
A
3'-4''
C
24
24
24
24
6'-4''
D
29
29
29
29
4'-1''
C
25
25
25
27
9.5
10
3'-9''
3'-6''
A
A
3'-2''
3'-0''
C
C
24
24
24
24
24
24
24
24
6'-0''
5'-9''
D
D
29
29
29
29
29
29
29
29
3'-10''
3'-8''
C
C
25
25
25
25
25
25
27
26
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2
6. CHOOSE A HEADER FROM THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.7
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 6.3 Post Requirements
for Attached Single Span Structures
Post Description
Max POST Detail
Hgt Code
Twin 0.062"x1.5"x1.5" Scroll
9'
A AC
0.042"x3"x8" Aluminum Post
11'
B N30
0.024"Post with Sideplates
12'
B N16, BK
Clover 0.030"x3"x3" Alum
11'
B N11, AH
Clover 0.040"x3"x3" Alum
12'
B N11, AH
Colonial 0.062" Extruded
12'
C AE
0.041"x3"x3" Steel Clover
12'
D N11, AH
0.041"x3"x3" Steel Clover
8'
E N11, AH
3/16"x3"x3" Steel Square
15'
H N17, AG
1/4""x3"x3" Steel Square
15'
I
N17, AG
3/16"x4"x4" Steel Square
15'
J N17, AG
1/2"x4"x4" Steel Square
15'
K N17, AG
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 6.7 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7
10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM)
TABLE 6.4
Post Requirements for
Freestanding Structures or Multispan Attached Structures
Post Description
Maximum
Max POST
Footing
Height Code Detail #
0.041"x3"x3" Steel Clover
d= 20''
9'
B
N11, AH
0.041"x3"x3" Steel Clover
d= 21''
8'
B
N11, AH
3/16"x3"x3" Steel Square
d= 28''
12'
C
N17, AG
3/16"x3"x3" Steel Square
d= 28''
8'
D
N17, AG
1/4""x3"x3" Steel Square
d= 28''
12'
D
N17, AG
3/16"x4"x4" Steel Square
d= 28''
12'
E
N17, AG
1/2"x4"x4" Steel Square
d= 37''
12'
D
N17, AG
1/2"x4"x4" Steel Square
d= 31''
15'
D
N17, AG
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnam@comcast.net
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 37 of 60
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS
12 Gauge x3"x8" Steel C (Detail T)
Double 16Ga x3"x8" Steel C (Detail T and AY) Double 12Ga 3"x8" Steel C Beam (T and AY)
TABLE 6.8
Attached
Freestanding or
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
105 MPH EXPOSURE B
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 6.8
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
GROUND
15'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
MAX
POST
(FT)
POST
ON SLAB
FOR
(FT)
SLAB
(FT)
5
13'-7''
A
21'-2''
D
31
31
34
36
21'-2''
D
31
31
34
36
27'-4''
D
34
34
36
38
5.5
12'-4''
A
20'-0''
D
32
32
33
35
20'-6''
D
32
32
34
36
26'-6''
D
35
35
36
38
LOAD
6
11'-4''
A
19'-0''
D
32
32
33
35
19'-11''
D
32
32
33
35
25'-9''
D
35
35
35
ONLY
6.5
10'-5''
A
18'-1''
D
32
32
33
35
19'-4''
D
33
33
33
35
25'-0''
D
36
36
36
7
9'-8''
A
17'-3''
D
33
33
33
34
18'-7''
D
33
33
33
35
24'-5''
E
37
37
7.5
9'-1''
A
16'-7''
D
33
33
33
34
17'-11''
D
34
34
34
35
23'-10''
E
37
8
8'-6''
A
15'-11''
D
33
33
33
34
17'-4''
D
34
34
34
34
23'-4''
E
38
8.5
8'-0''
A
15'-3''
D
33
33
33
33
16'-10''
D
34
34
34
34
22'-11''
E
9
7'-6''
A
14'-9''
D
34
34
34
34
16'-4''
D
35
35
35
35
22'-5''
25
Double 16Ga x3"x8" Steel C (Detail T and AYDouble 12Ga 3"x8" Steel C Beam (T and AY
Attached Freestanding or
Attached Freestanding or
Structure Multispan Units
Structure Multispan Units
MAX POST LENGTH
MIN
SPACING POST
110 MPH EXPOSURE B
10
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
TYPE
SIZE
"d"
(in)
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
or 90 MPH EXPOSURE C
5
6'-9''
A
17'-0''
D
30
30
33
35
18'-4''
D
31
31
33
36
24'-1''
E
34
34
36
38
5.5
6'-2''
A
16'-0''
D
30
30
32
35
17'-5''
D
31
31
33
35
23'-4''
E
34
34
35
38
37
6
5'-8''
A
15'-2''
D
31
31
32
34
16'-8''
D
32
32
33
35
22'-8''
E
35
35
35
37
37
6.5
5'-2''
A
14'-4''
D
31
31
32
34
16'-0''
D
32
32
32
35
22'-1''
E
36
36
36
37
37
37
7
4'-10''
A
13'-8''
D
31
31
31
33
15'-4''
D
32
32
32
34
21'-6''
E
36
36
36
37
37
37
7.5
4'-6''
A
13'-1''
D
31
31
31
33
14'-9''
D
33
33
33
34
21'-0''
E
37
37
37
37
38
38
38
8
4'-3''
A
12'-7''
D
32
32
32
33
14'-3''
D
33
33
33
34
20'-7''
E
37
37
37
37
38
38
38
38
8.5
4'-0''
A
12'-1''
D
32
32
32
33
13'-9''
E
33
33
33
33
20'-2''
E
38
38
38
38
E
39
39
39
39
9
3'-9''
A
11'-7''
D
32
32
32
32
13'-4''
E
34
34
34
34
19'-9''
E
38
38
38
38
39
37
9.5
7'-2''
A
14'-3''
D
34
34
34
34
15'-10''
D
35
35
35
35
22'-1''
E
39
39
39
39
9.5
3'-7''
A
11'-2''
D
32
32
32
32
13'-0''
E
34
34
34
34
19'-5''
E
39
39
39
10
6'-9''
A
13'-9''
D
34
34
34
34
15'-5''
D
35
35
35
35
21'-8''
E
40
40
40
40
10
3'-4''
A
10'-10''
D
32
32
32
32
12'-7''
E
34
34
34
34
19'-1''
E
39
39
39
39
10.5
6'-5''
A
13'-4''
D
34
34
34
34
15'-0''
D
36
36
36
36
21'-4''
E
40
40
40
40
10.5
3'-2''
A
10'-5''
D
33
33
33
33
12'-3''
E
34
34
34
34
18'-9''
E
40
40
40
40
11
3'-1''
A
10'-1''
D
33
33
33
33
11'-11''
E
35
35
35
35
18'-6''
E
40
40
40
40
11.5
2'-11''
A
9'-10''
D
33
33
33
33
11'-7''
E
35
35
35
35
18'-3''
E
40
40
40
40
11
6'-2''
A
12'-11''
D
34
34
34
34
14'-8''
D
36
36
36
36
21'-0''
E
40
40
40
40
11.5
5'-11''
A
12'-7''
D
35
35
35
35
14'-3''
D
36
36
36
36
20'-8''
E
41
41
41
41
12
5'-8''
A
12'-3''
D
35
35
35
35
13'-11''
D
36
36
36
36
20'-5''
E
41
41
41
41
13
5'-2''
A
11'-7''
D
35
35
35
35
13'-4''
E
37
37
37
37
19'-10''
E
42
42
42
42
14
15
4'-10''
4'-6''
A
A
11'-0''
10'-6''
D
D
35
36
35
36
35
36
35
36
12'-10''
12'-4''
E
E
37
37
37
37
37
37
37
37
19'-5''
18'-11''
E
E
43
43
43
43
43
43
43
43
6.5
5'-2''
A
12'-9''
D
33
33
34
36
14'-5''
D
35
35
35
37
20'-8''
E
39
39
39
40
A
18'-10''
D
34
34
36
38
19'-9''
D
34
34
36
38
25'-6''
D
37
37
38
41
7
4'-10''
A
12'-2''
D
34
34
34
35
13'-10''
D
35
35
35
36
20'-2''
E
40
40
40
40
110 MPH EXPOSURE C
25
105 MPH EXPOSURE C
LIVE
POST
WIDTH SPACING REQ'D
(PSF)
or 85 MPH EXPOSURE C
LIVE
10
TRIB
12 Gauge x3"x8" Steel C (Detail T)
Attached Freestanding or
Structure Multispan Units
5
13'-7''
5
6'-9''
A
15'-1''
D
32
32
35
37
16'-8''
D
33
33
36
38
22'-7''
E
37
37
38
41
5.5
6
6'-2''
5'-8''
A
A
14'-2''
13'-5''
D
D
33
33
33
33
34
34
37
36
15'-10''
15'-1''
D
D
34
34
34
34
35
35
37
37
21'-11''
21'-3''
E
E
38
38
38
38
38
38
40
40
5.5
12'-4''
A
17'-9''
D
34
34
35
38
19'-0''
D
35
35
36
38
24'-8''
D
38
38
38
40
7.5
4'-6''
A
11'-7''
D
34
34
34
35
13'-4''
E
35
35
35
36
19'-9''
E
40
40
40
40
LOAD
6
11'-4''
A
16'-10''
D
34
34
35
37
18'-2''
D
35
35
36
38
24'-0''
E
39
39
39
40
8
4'-3''
A
11'-1''
D
34
34
34
35
12'-10''
E
36
36
36
36
19'-4''
E
41
41
41
41
ONLY
6.5
10'-5''
A
16'-0''
D
35
35
35
37
17'-5''
D
36
36
36
37
23'-4''
E
39
39
39
40
8.5
4'-0''
A
10'-8''
D
34
34
34
35
12'-5''
E
36
36
36
36
18'-11''
E
41
41
41
41
7
9'-8''
A
15'-3''
D
35
35
35
36
16'-9''
D
36
36
36
37
22'-9''
E
40
40
40
40
9
3'-9''
A
10'-3''
D
34
34
34
34
12'-0''
E
36
36
36
36
18'-7''
E
42
42
42
42
7.5
9'-1''
A
14'-7''
D
35
35
35
36
16'-2''
D
37
37
37
37
22'-3''
E
41
41
41
41
9.5
3'-7''
A
9'-10''
D
35
35
35
35
11'-8''
E
37
37
37
37
18'-3''
E
42
42
42
42
8
8'-6''
A
14'-0''
D
36
36
36
36
15'-7''
D
37
37
37
37
21'-10''
E
41
41
41
41
10
3'-4''
A
9'-6''
D
35
35
35
35
11'-4''
E
37
37
37
37
17'-11''
E
43
43
43
43
8.5
8'-0''
A
13'-5''
D
36
36
36
36
15'-1''
D
37
37
37
37
21'-4''
E
42
42
42
42
10.5
3'-2''
A
9'-2''
D
35
35
35
35
11'-0''
E
37
37
37
37
17'-6''
E
43
43
43
43
11
3'-1''
A
8'-11''
D
35
35
35
35
10'-8''
E
37
37
37
37
17'-2''
E
44
44
44
44
11.5
2'-11''
A
8'-7''
E
35
35
35
35
10'-5''
E
38
38
38
38
16'-9''
E
44
44
44
44
D
28
28
31
33
17'-10''
D
28
28
32
34
23'-8''
E
31
31
34
36
9
7'-6''
A
12'-11''
D
36
36
36
36
14'-8''
D
38
38
38
38
20'-11''
E
42
42
42
42
9.5
7'-2''
A
12'-6''
D
36
36
36
36
14'-3''
D
38
38
38
38
20'-7''
E
43
43
43
43
10
6'-9''
A
12'-1''
D
37
37
37
37
13'-10''
E
38
38
38
38
20'-3''
E
43
43
43
43
10.5
6'-5''
A
11'-8''
D
37
37
37
37
13'-5''
E
38
38
38
38
19'-11''
E
44
44
44
44
100 MPH EXPOSURE B
30
5
5'-8''
A
or
16'-5''
11
6'-2''
A
11'-4''
D
37
37
37
37
13'-1''
E
39
39
39
39
19'-7''
E
44
44
44
44
5.5
5'-2''
A
15'-6''
D
28
28
31
33
17'-0''
D
29
29
31
33
22'-11''
E
32
32
34
36
11.5
5'-11''
A
11'-0''
D
37
37
37
37
12'-9''
E
39
39
39
39
19'-4''
E
45
45
45
45
6
4'-9''
A
14'-8''
D
28
28
30
32
16'-3''
D
29
29
31
33
22'-3''
E
33
33
33
35
12
5'-8''
A
10'-8''
D
37
37
37
37
12'-6''
E
39
39
39
39
19'-0''
E
45
45
45
45
6.5
4'-4''
A
13'-11''
D
29
29
30
32
15'-6''
D
30
30
31
33
21'-8''
E
33
33
33
35
13
5'-2''
A
10'-1''
D
38
38
38
38
11'-11''
E
40
40
40
40
18'-6''
E
46
46
46
46
7
4'-1''
A
13'-3''
D
29
29
30
32
14'-11''
D
30
30
30
32
21'-2''
E
34
34
34
35
14
15
4'-10''
4'-6''
A
A
9'-7''
9'-2''
D
E
38
38
38
38
38
38
38
38
11'-5''
11'-0''
E
E
40
40
40
40
40
40
40
40
18'-1''
17'-6''
E
E
47
47
47
47
47
47
47
47
7.5
8
3'-9''
3'-6''
A
A
12'-8''
12'-2''
D
D
29
29
29
29
29
29
31
31
14'-5''
13'-10''
D
D
30
31
30
31
30
31
32
32
20'-8''
20'-3''
E
E
34
35
34
35
34
35
35
35
8.5
3'-4''
A
11'-8''
D
29
29
29
31
13'-5''
E
31
31
31
32
19'-10''
E
35
35
35
35
3'-2''
A
11'-3''
D
30
30
30
31
13'-0''
E
31
31
31
31
19'-5''
E
36
36
36
36
110 MPH EXPOSURE B
10
5
13'-7''
or 90 MPH EXPOSURE C
A
20'-4''
D
32
32
34
36
20'-8''
D
32
32
34
37
26'-8''
D
35
35
36
39
9
LIVE
5.5
12'-4''
A
19'-2''
D
32
32
34
36
20'-0''
D
33
33
34
36
25'-10''
D
35
35
36
38
9.5
3'-0''
A
10'-10''
D
30
30
30
30
12'-7''
E
31
31
31
31
19'-1''
E
36
36
36
36
LOAD
6
11'-4''
A
18'-2''
D
32
32
33
36
19'-5''
D
33
33
34
36
25'-1''
D
36
36
36
38
10
2'-10''
A
10'-5''
D
30
30
30
30
12'-3''
E
32
32
32
32
18'-9''
E
36
36
36
36
ONLY
6.5
7
10'-5''
9'-8''
A
A
17'-4''
16'-6''
D
D
33
33
33
33
33
33
35
35
18'-8''
17'-11''
D
D
34
34
34
34
34
34
36
35
24'-5''
23'-10''
D
E
37
37
37
37
37
37
38
38
10.5
11
2'-8''
2'-7''
A
A
10'-1''
9'-9''
D
D
30
30
30
30
30
30
30
30
11'-11''
11'-7''
E
E
32
32
32
32
32
32
32
32
18'-6''
18'-2''
E
E
37
37
37
37
37
37
37
37
7.5
9'-1''
A
15'-10''
D
33
33
33
34
17'-4''
D
34
34
34
35
23'-3''
E
38
38
38
38
8
8'-6''
A
15'-2''
D
34
34
34
34
16'-9''
D
35
35
35
35
22'-9''
E
39
39
39
39
5
5'-8''
A
15'-1''
D
30
30
33
35
16'-8''
D
31
31
34
36
8.5
8'-0''
A
14'-7''
D
34
34
34
34
16'-2''
D
35
35
35
35
22'-4''
E
39
39
39
39
5.5
5'-2''
A
14'-2''
D
31
31
33
35
15'-10''
D
32
32
34
36
9
7'-6''
A
14'-1''
D
34
34
34
34
15'-8''
D
35
35
35
35
21'-11''
E
40
40
40
40
6
4'-9''
A
13'-5''
D
31
31
32
35
15'-1''
D
32
32
33
35
9.5
7'-2''
A
13'-7''
D
34
34
34
34
15'-3''
D
36
36
36
36
21'-6''
E
40
40
40
40
6.5
4'-4''
A
12'-9''
D
31
31
32
34
14'-5''
D
32
32
33
35
10
6'-9''
A
13'-2''
D
35
35
35
35
14'-10''
D
36
36
36
36
21'-2''
E
40
40
40
40
7
4'-1''
A
12'-2''
D
31
31
32
34
13'-10''
D
33
33
33
35
100 MPH EXPOSURE C
30
10.5
6'-5''
A
12'-9''
D
35
35
35
35
14'-5''
D
36
36
36
36
20'-10''
E
41
41
41
41
7.5
3'-9''
A
11'-7''
D
32
32
32
33
13'-4''
E
33
33
33
34
11
6'-2''
A
12'-4''
D
35
35
35
35
14'-1''
D
36
36
36
36
20'-6''
E
41
41
41
41
8
3'-6''
A
11'-1''
D
32
32
32
33
12'-10''
E
33
33
33
34
11.5
5'-11''
A
12'-0''
D
35
35
35
35
13'-9''
D
37
37
37
37
20'-2''
E
42
42
42
42
8.5
3'-4''
A
10'-8''
D
32
32
32
33
12'-5''
E
34
34
34
34
12
5'-8''
A
11'-8''
D
35
35
35
35
13'-5''
E
37
37
37
37
19'-11''
E
42
42
42
42
9
3'-2''
A
10'-3''
D
32
32
32
33
12'-0''
E
34
34
34
34
13
5'-2''
A
11'-0''
D
36
36
36
36
12'-10''
E
37
37
37
37
19'-5''
E
43
43
43
43
9.5
3'-0''
A
9'-10''
D
32
32
32
32
11'-8''
E
34
34
34
34
14
15
4'-10''
4'-6''
A
A
10'-6''
10'-0''
D
D
36
36
36
36
36
36
36
36
12'-3''
11'-10''
E
E
38
38
38
38
38
38
38
38
18'-11''
18'-6''
E
E
44
44
44
44
44
44
44
44
10
10.5
2'-10''
2'-8''
A
A
9'-6''
9'-2''
D
D
33
33
33
33
33
33
33
33
11'-4''
11'-0''
E
E
35
35
35
35
35
35
35
35
11
2'-7''
A
8'-11''
D
33
33
33
33
10'-8''
E
35
35
35
35
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 38 of 60
SOLID COVER 6.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS HIGH WIND AREAS
12 Gauge x3"x8" Steel C (Detail T)
Double 16Ga x3"x8" Steel C (Detail T and AY) Double 12Ga 3"x8" Steel C Beam (T and AY)
TABLE 6.8
Attached
Freestanding or
Attached
Freestanding or
Attached
Freestanding or
Structure
Multispan Units
Structure
Multispan Units
Structure
Multispan Units
GROUND
TRIB
POST
POST
MAX
SNOW
WIDTH
SPACING
REQ'D
POST
LOAD
(FT)
ON SLAB
FOR
(FT)
SLAB
(PSF)
MAX POST LENGTH
MIN
SPACING POST
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN
SPACING POST
(FT)
TABLE 6.8
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
GROUND
15'
SNOW
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
LOAD
TRIB
POST
MAX
WIDTH SPACING REQ'D
POST
(FT)
(PSF)
110 MPH EXPOSURE C
POST
12 Gauge x3"x8" Steel C (Detail T)
Attached Freestanding or
Structure Multispan Units
ON SLAB
FOR
(FT)
SLAB
10
5
13'-7''
A
17'-6''
D
34
34
36
38
18'-10''
D
35
35
37
39
24'-6''
D
38
38
39
41
LIVE
5.5
12'-4''
A
16'-6''
D
34
34
36
38
17'-11''
D
35
35
36
39
23'-9''
E
39
39
39
41
LOAD
6
11'-4''
A
15'-8''
D
35
35
35
37
17'-2''
D
36
36
36
38
23'-1''
E
39
39
39
ONLY
6.5
10'-5''
A
14'-10''
D
35
35
35
37
16'-5''
D
36
36
36
38
22'-5''
E
40
40
40
7
9'-8''
A
14'-2''
D
35
35
35
37
15'-9''
D
37
37
37
37
21'-11''
E
41
41
7.5
9'-1''
A
13'-7''
D
36
36
36
36
15'-2''
D
37
37
37
37
21'-5''
E
41
30
MAX POST LENGTH
MIN
SPACING POST
(FT)
110 MPH EXPOSURE B
Double 16Ga x3"x8" Steel C (Detail T and AYDouble 12Ga 3"x8" Steel C Beam (T and AY
Attached Freestanding or
Attached Freestanding or
Structure Multispan Units
Structure Multispan Units
TYPE
FOOTER
SIZE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
MAX
POST
MAX POST LENGTH
MIN FOOTER
SPACING POST
(FT)
TYPE
SIZE
"d"
(in)
8'
12'
15'
MAX
POST
MAX POST LENGTH
MIN
CONSTRAINED FOOTER SPACING POST
"d"
(in)
"d"
(in)
"d"
(in)
(FT)
FOOTER
SIZE
TYPE
"d"
(in)
8'
12'
15'
CONSTRAINED FOOTER
"d"
(in)
"d"
(in)
"d"
(in)
or 90 MPH EXPOSURE C
5
5'-8''
A
16'-0''
D
29
29
32
35
17'-5''
D
30
30
33
35
23'-3''
E
33
33
35
38
5.5
5'-2''
A
15'-0''
D
30
30
32
34
16'-7''
D
31
31
33
35
22'-7''
E
34
34
35
37
41
6
4'-9''
A
14'-3''
D
30
30
32
34
15'-10''
D
31
31
32
34
21'-11''
E
35
35
35
37
41
6.5
4'-4''
A
13'-6''
D
30
30
31
33
15'-2''
D
31
31
32
34
21'-4''
E
35
35
35
37
41
41
7
4'-1''
A
12'-10''
D
30
30
31
33
14'-7''
D
32
32
32
34
20'-10''
E
36
36
36
37
41
41
41
7.5
3'-9''
A
12'-3''
D
31
31
31
33
14'-0''
D
32
32
32
34
20'-4''
E
36
36
36
36
3'-6''
A
8
8'-6''
A
13'-0''
D
36
36
36
36
14'-8''
D
37
37
37
37
20'-11''
E
42
42
42
42
8
11'-9''
D
31
31
31
32
13'-6''
E
32
32
32
33
19'-11''
E
37
37
37
37
8.5
8'-0''
A
12'-6''
D
36
36
36
36
14'-2''
D
38
38
38
38
20'-6''
E
43
43
43
43
8.5
3'-4''
A
11'-4''
D
31
31
31
32
13'-1''
E
33
33
33
33
19'-6''
E
37
37
37
37
9
7'-6''
A
12'-0''
D
36
36
36
36
13'-9''
D
38
38
38
38
20'-2''
E
43
43
43
43
9
3'-2''
A
10'-10''
D
31
31
31
32
12'-8''
E
33
33
33
33
19'-2''
E
38
38
38
38
9.5
7'-2''
A
11'-7''
D
37
37
37
37
13'-4''
D
38
38
38
38
19'-9''
E
44
44
44
44
9.5
3'-0''
A
10'-6''
D
31
31
31
32
12'-3''
E
33
33
33
33
18'-9''
E
38
38
38
38
10
10.5
6'-9''
6'-5''
A
A
11'-2''
10'-10''
D
D
37
37
37
37
37
37
37
37
13'-0''
12'-7''
E
E
39
39
39
39
39
39
39
39
19'-5''
19'-2''
E
E
44
45
44
45
44
45
44
45
10
10.5
2'-10''
2'-8''
A
A
10'-1''
9'-9''
D
D
32
32
32
32
32
32
32
32
11'-11''
11'-7''
E
E
33
34
33
34
33
34
33
34
18'-6''
18'-2''
E
E
39
39
39
39
39
39
39
39
11
6'-2''
A
10'-6''
D
37
37
37
37
12'-3''
E
39
39
39
39
18'-10''
E
45
45
45
45
11.5
5'-11''
A
10'-2''
D
37
37
37
37
12'-0''
E
39
39
39
39
18'-7''
E
46
46
46
46
12
13
5'-8''
5'-2''
A
A
9'-11''
9'-4''
D
D
37
38
37
38
37
38
37
38
11'-8''
11'-2''
E
E
40
40
40
40
40
40
40
40
18'-4''
17'-9''
E
E
46
47
46
47
46
47
46
47
110 MPH EXPOSURE B
20
5
7'-1''
110 MPH EXPOSURE C
30
or 90 MPH EXPOSURE C
A
5
5'-8''
A
14'-4''
D
32
32
35
37
15'-11''
D
33
33
35
38
22'-0''
E
37
37
38
40
5.5
6
5'-2''
4'-9''
A
A
13'-6''
12'-9''
D
D
32
32
32
32
34
34
36
36
15'-2''
14'-5''
D
D
33
34
33
34
35
35
37
37
21'-3''
20'-8''
E
E
37
38
37
38
38
38
40
40
6.5
4'-4''
A
12'-1''
D
33
33
33
35
13'-10''
D
34
34
34
36
20'-1''
E
39
39
39
40
4'-1''
A
11'-6''
D
33
33
33
35
13'-3''
E
35
35
35
36
19'-8''
E
39
39
39
39
17'-0''
D
30
30
33
35
18'-4''
D
31
31
33
36
24'-1''
E
34
34
36
38
7
LIVE
5.5
6'-5''
A
16'-0''
D
30
30
32
35
17'-5''
D
31
31
33
35
23'-4''
E
34
34
35
38
7.5
3'-9''
A
11'-0''
D
33
33
33
35
12'-9''
E
35
35
35
36
19'-2''
E
40
40
40
40
LOAD
6
5'-11''
A
15'-2''
D
31
31
32
34
16'-8''
D
32
32
33
35
22'-8''
E
35
35
35
37
8
3'-6''
A
10'-6''
D
33
33
33
34
12'-3''
E
35
35
35
36
18'-9''
E
41
41
41
41
ONLY
6.5
7
5'-5''
5'-1''
A
A
14'-4''
13'-8''
D
D
31
31
31
31
32
31
34
33
16'-0''
15'-4''
D
D
32
32
32
32
32
32
35
34
22'-1''
21'-6''
E
E
36
36
36
36
36
36
37
37
8.5
9
3'-4''
3'-2''
A
A
10'-1''
9'-8''
D
D
34
34
34
34
34
34
34
34
11'-10''
11'-6''
E
E
35
36
35
36
35
36
35
36
18'-5''
18'-1''
E
E
41
42
41
42
41
42
41
42
7.5
4'-9''
A
13'-1''
D
31
31
31
33
14'-9''
D
33
33
33
34
21'-0''
E
37
37
37
37
8
4'-5''
A
12'-7''
D
32
32
32
33
14'-3''
D
33
33
33
34
20'-7''
E
37
37
37
37
OVER-
8.5
9
4'-2''
3'-11''
A
A
12'-1''
11'-7''
D
D
32
32
32
32
32
32
33
32
13'-9''
13'-4''
D
E
33
34
33
34
33
34
33
34
20'-2''
19'-9''
E
E
38
38
38
38
38
38
38
38
HANG
(FT)
6'
7'
8'
9'
9.5
3'-9''
A
11'-2''
D
32
32
32
32
13'-0''
E
34
34
34
34
19'-5''
E
39
39
39
39
0'
3'
3.5'
4'
4.5'
5'
TABLE 6.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
PROJECTION OF SINGLE SPAN STUCTURES (FT)
10'
11'
12'
13'
14'
15'
5.5'
6'
6.5'
7'
16'
17'
18'
19'
20'
21'
22'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
10
3'-6''
A
10'-10''
D
32
32
32
32
12'-7''
E
34
34
34
34
19'-1''
E
39
39
39
39
1'
3.5'
4'
4.5'
5'
5.5'
6'
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
10.5
3'-4''
A
10'-5''
D
33
33
33
33
12'-3''
E
34
34
34
34
18'-9''
E
40
40
40
40
2'
n/a
n/a
n/a
n/a
n/a
6.5'
7'
7.5'
8'
8.5'
9'
9.5'
10'
10.5'
11'
11.5'
12'
11
11.5
3'-2''
3'-1''
A
A
10'-1''
9'-10''
D
D
33
33
33
33
33
33
33
33
11'-11''
11'-7''
E
E
35
35
35
35
35
35
35
35
18'-6''
18'-3''
E
E
40
40
40
40
40
40
40
40
3'
4'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
9.5'
n/a
10'
n/a
10.5'
n/a
11'
n/a
11.5'
n/a
12'
12.5'
12.5'
13'
110 MPH EXPOSURE C
LIVE
20
5
5.5
7'-1''
6'-5''
A
A
15'-6''
14'-7''
D
D
33
33
33
33
35
35
37
37
17'-0''
16'-2''
D
D
34
34
34
34
36
35
38
38
22'-11''
22'-2''
E
E
37
38
37
38
38
38
41
40
LOAD
ONLY
6
6.5
5'-11''
5'-5''
A
A
13'-10''
13'-1''
D
D
33
34
33
34
34
34
36
36
15'-5''
14'-9''
D
D
35
35
35
35
35
35
37
37
21'-7''
21'-0''
E
E
39
39
39
39
39
39
40
40
7
5'-1''
A
12'-6''
D
34
34
34
36
14'-2''
D
35
35
35
37
20'-6''
E
40
40
40
40
7.5
4'-9''
A
11'-11''
D
34
34
34
35
13'-8''
E
36
36
36
36
20'-0''
E
41
41
41
41
8
4'-5''
A
11'-5''
D
34
34
34
35
13'-2''
E
36
36
36
36
19'-7''
E
41
41
41
41
8.5
4'-2''
A
10'-11''
D
35
35
35
35
12'-9''
E
36
36
36
36
19'-2''
E
42
42
42
42
9
3'-11''
A
10'-6''
D
35
35
35
35
12'-4''
E
37
37
37
37
18'-10''
E
42
42
42
42
9.5
3'-9''
A
10'-2''
D
35
35
35
35
11'-11''
E
37
37
37
37
18'-6''
E
43
43
43
43
10
10.5
3'-6''
3'-4''
A
A
9'-10''
9'-6''
D
D
35
35
35
35
35
35
35
35
11'-7''
11'-3''
E
E
37
37
37
37
37
37
37
37
18'-2''
17'-11''
E
E
43
44
43
44
43
44
43
44
11
3'-2''
A
9'-2''
E
36
36
36
36
11'-0''
E
38
38
38
38
17'-6''
E
44
44
44
44
11.5
12
3'-1''
2'-11''
A
A
8'-11''
8'-7''
E
E
36
36
36
36
36
36
36
36
10'-8''
10'-5''
E
E
38
38
38
38
38
38
38
38
17'-1''
16'-9''
E
E
44
45
44
45
44
45
44
45
GENERAL INSTRUCTIONS FOR THESE TABLES
1. CHOOSE FREESTANDING OR ATTACHED STRUCTURE
2. CHOOSE PROJECTION, WIDTH AND OVERHANG OF UNIT
3. DETERMINE WIND AND LIVE OR SNOW LOAD OF STRUCTURE SITE
(PATIO UNITS USE 10 PSF MIN, COMMERCIAL UNITS
USE 20PSF MIN)
4. CHOOSE A PANEL FROM SECTION 4.0 THAT HAS
ADEQUATE CLEARSPAN FOR YOUR NEEDS.
5. DETERMINE TRIBUTARY WIDTH FROM TABLE 6.2 OR
CALCULATE FROM TRIBUTARY DIAGRAM ON SC02 PAGE 2 OF 2
6. CHOOSE A HEADER FROM THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 6.8
ICC ESR 1398 (2009 IBC) 10/11/2011
TABLE 6.3 Post Requirements
for Attached Single Span Structures
Post Description
Max POST Detail
Hgt Code
Twin 0.062"x1.5"x1.5" Scroll
9'
A AC
0.042"x3"x8" Aluminum Post
11'
B N30
0.024"Post with Sideplates
12'
B N16, BK
Clover 0.030"x3"x3" Alum
11'
B N11, AH
Clover 0.040"x3"x3" Alum
12'
B N11, AH
Colonial 0.062" Extruded
12'
C AE
0.041"x3"x3" Steel Clover
12'
D N11, AH
0.041"x3"x3" Steel Clover
8'
E N11, AH
3/16"x3"x3" Steel Square
15'
H N17, AG
1/4""x3"x3" Steel Square
15'
I
N17, AG
3/16"x4"x4" Steel Square
15'
J N17, AG
1/2"x4"x4" Steel Square
15'
K N17, AG
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 6.8 AND 6.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULTISPAN UNITS USE TABLE 6.4
9. FIND THE O/C SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7
10. USE THE APPROPRIATE DETAILS (N1-N35 or A-BM)
TABLE 6.4
Post Requirements for
Freestanding Structures or Multispan Attached Structures
Post Description
Maximum
Max POST
Footing
Height Code
0.041"x3"x3" Steel Clover
d= 20''
9'
B
N11, AH
0.041"x3"x3" Steel Clover
d= 21''
8'
B
N11, AH
3/16"x3"x3" Steel Square
d= 28''
12'
C
N17, AG
3/16"x3"x3" Steel Square
d= 28''
8'
D
N17, AG
1/4""x3"x3" Steel Square
d= 28''
12'
D
N17, AG
3/16"x4"x4" Steel Square
d= 28''
12'
E
N17, AG
1/2"x4"x4" Steel Square
d= 37''
12'
D
N17, AG
1/2"x4"x4" Steel Square
d= 31''
15'
D
N17, AG
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN
3441 Ivylink Place
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM
Lynchburg, VA 24503
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING
carlputnam@comcast.net
SLAB 9. FOLLOW 9-10 FROM ABOVE
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET M3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 39 of 60
ICC ESR 1398 (2009 IBC) 10/11/2011
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7.0 POST AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURES
Table7.3: Required Number of Fasteners for Shearing Loads
Table 7.4: Required Number of Fasteners for Tension Loads
Aluminum Material Gage (in)
Steel Gage (in)
0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0.041 0.041
A
Allowable Width
for Attached Two
Trib
Post Structures on Slab
Width (ft) Live or Ground Snow Load
20
psf
10
psf
3
42'-10''
22'-7''
3.5
36'-8''
19'-4''
4
32'-1''
16'-11''
4.5
28'-6''
15'-1''
5
25'-8''
13'-6''
5.5
23'-4''
12'-4''
6
21'-5''
11'-3''
6.5
19'-9''
10'-5''
7
7.5
8
18'-4''
17'-1''
16'-0''
n/a
n/a
n/a
8.5
15'-1''
n/a
9
14'-3''
CODE
A 062"x1.5"x1.5" Scroll
DETAIL
AC
Design
Uplift
(lbs)
100
127
159
195
237
284
338
397
#14
SMS
20
21
22
23
C
D
3/8" B 3/8" B #14
BOLT BOLT SMS
E
F
G
#14 3/8" B #14
SMS BOLT SMS
Aluminum Gage (in)
0.06
0.060 0.090
H
I
J
K
L
M
N
3/8" B
BOLT
#14
SMS
3/8" B
BOLT
3/8" B
BOLT
#14
SMS
3/8" B
BOLT
3/8" B
BOLT
0.100
O
#14 Design Footer
SMS Uplift Size
255
(lbs) d (in)
1
100
12
1
127
13
1
159
14
1
195
15
1
237
16
2
284
17
2
338
18
2
397
19
1 Spacing between bolts and screws
shall be 2.5 times the shank
diameter
2 The edge distance of bolts and
screws shall be 3 times the
shank diameter
3 Connections shall be arranged so that the
center of resistance of the connection shall
coincide with the resultant line of action
of the load.
189
424
566
283
315
708
462
1384
507
1522
554
128
865
1298
1
1
1
2
2
2
2
3
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
1
1
1
1
1
1
2
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
2
2
3
3
4
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
463
3
2
1
2
2
1
2
1
1
1
1
4
1
1
2
463
20
TABLE 7.6: WALL ATTACHMENTS FOR LATTICE COVERS
536
616
704
3
4
4
2
2
2
1
2
2
2
3
3
2
2
3
1
1
1
2
2
2
1
1
1
2
2
2
1
1
1
1
2
2
5
5
6
1
1
1
1
1
1
3
3
3
536
616
704
21
22
23
GRND
SNOW
LOAD
Slab 90B
722
4
2
2
3
3
2
2
1
2
1
2
6
1
1
3
722
Slab
(PSF) Exposure
800
886
904
1017
1139
1270
5
5
5
6
7
7
2
3
3
3
3
3
2
2
2
2
3
3
3
4
4
4
5
5
3
3
3
4
4
5
2
2
2
2
2
2
2
2
2
3
3
3
1
1
1
1
1
1
2
2
2
3
3
3
1
1
1
1
1
1
2
2
2
2
3
3
7
7
8
8
9
n/a
1
2
2
2
2
2
1
1
1
1
1
1
4
4
4
4
5
5
800
886
904
1017
1139
1270
24
Slab
25
26
27
28
10
LIVE
20
LIVE
MAX
POST
24
Slab 90C
25
26
27
28
HGHT
9
29
30
1411
1563
8
9
4
4
3
3
5
6
5
5
2
3
4
4
2
2
3
4
1
2
3
3
n/a
n/a
2
2
2
2
6
7
1411
1563
29
30
20 psf Slab 90C
10 psf
n/a
Table 7.1
POST POST DESCRIPTIONS
Footer
Size
d (in)
12
13
14
15
16
17
18
19
B
0.036
10 psf
Wind
Speed
and
110 mph
Exp C
25
# of
Screws*
per
ALUMINUM RAFTER SPACING
16''
24''
30''
12''
Rafter
36''
MAXIMUM ALUMINUM RAFTER SPAN
2
3
2
3
4
2
24'
24'
18'
24'
24'
17'
24'
24'
13'
19'
19'
13'
17'
24'
9'
13'
13'
9'
14'
19'
7'
10'
10'
7'
11'
16'
6'
8'
8'
6'
3
4
24'
24'
18'
18'
12'
12'
10'
10'
8'
8'
5'
B
0.042"x3"x8" Aluminum Post N30, L1
11'
31
1724
n/a
5
4
7
6
3
4
2
4
2
4
n/a
2
2
7
1724
31
2
14'
11'
7'
6'
B
0.024"Post with Sideplates
N16, BK, L24
12'
32
1896
n/a
5
4
7
7
3
5
2
4
2
4
n/a
3
2
8
1896
32
3
20'
15'
10'
8'
7'
B
Clover 0.030"x3"x3" Alum
N11, AH, L11
11'
33
2080
n/a
5
4
8
7
3
5
2
5
2
4
n/a
3
2
9
2080
33
4
20'
15'
10'
8'
7'
B
Clover 0.040"x3"x3" Alum
N11, AH, L11
12'
34
2275
n/a
6
5
9
8
4
5
2
5
2
5
n/a
3
2
9
2275
34
C
Colonial 0.062" Extruded
AE
12'
35
2481
n/a
6
5
9
8
4
6
2
5
2
5
n/a
3
2
n/a
2481
35
D
E
H
0.041"x3"x3" Steel Clover
0.041"x3"x3" Steel Clover
3/16"x3"x3" Steel Square
N11, AH, L11
N11, AH, L11
N17, AG, L21
12'
8'
15'
36
37
38
2700
2931
3175
n/a
n/a
n/a
7
7
8
5
6
6
n/a
n/a
n/a
9
n/a
n/a
4
5
5
6
7
7
2
3
3
6
6
7
2
2
3
5
6
6
n/a
n/a
n/a
4
4
4
3
3
3
n/a
n/a
n/a
2700
2931
3175
36
37
38
I
J
K
1/4""x3"x3" Steel Square
3/16"x4"x4" Steel Square
1/2"x4"x4" Steel Square
N17, AG, L21
N17, AG, L21
N17, AG, L21
Table 7.2
15'
15'
15'
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
9
9
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
7
7
8
8
9
9
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
5
6
6
7
7
7
8
8
9
n/a
n/a
n/a
8
9
9
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
3
3
3
4
4
4
4
5
5
5
5
6
7
8
8
9
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
3
3
3
3
4
4
4
4
4
5
5
5
7
7
8
8
9
9
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
4
5
5
5
6
6
7
7
7
8
8
9
3
3
4
4
4
4
5
5
5
5
6
6
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
3433
3704
3988
4288
4601
4930
5273
5633
6008
6400
6808
7234
39
40
41
42
43
44
45
46
47
48
49
50
39
3433
40
3704
41
3988
42
4288
43
4601
44
4930
45
5273
46
5633
47
6008
48
6400
49
6808
50
7234
Fastener Terminology
TABLE 7.5: WALL ATTACHMENTS FOR SOLID COVER STRUCTURES
ANC 3
ANC 1
ANC 2
ANC 4
#14 SMS = #14 sheet metal or SDS screw, 1/2" minimum length
3/8" B = 3/8" Diameter Bolt
See General Notes for specifics on fasteners
1 Clearspan on this chart is the distance from the wall to the first row of columns.
2 Hilti Kwik Bolt TZ 3/8" diameter and 2" embed and 1" dia steel washer: ICC ESR 1917 or other
3
4
5
6
anchor w/ 400# allowable shear and 200# allowable tensile vs live, snow, wind and
seismic loads.
Masonry anchors must have An allowable shear value of 400# and 200# tensile for live, snow, wind
or seismic loads or be specified by a design professional.
1/4" Lag screws must have 2 1/4" of penetration into studs and 0.5" washers
These lag screws mustmust be installed as per AFP&A NDS Section 11.1.3. See General Note
#11 for washer specifications.
10 and 20 psf are live or snow loads, 25- 60 psf are snow loads.
For ANC3 and ANC4 wood framing imust be SG=0.5 or denser (Douglas Fir- Larch)
ICC ESR 1398 (2009 IBC) 10/11/2011
LIVE/
WIND SPEED SNOW
(MPH) AND
EXPOSURE
110
90
110
110
B
C
B
C
LOAD
(PSF)
O/C
SPACING
O/C
SPACING
PANEL
SPAN
CONCRETE
ANCHORS
MASONRY
ANCHORS
(FT)
#14 X 2"
SCREWS
1/4" LAG
SCREWS
12'
24'
13'
20'
13'
20'
12'
18'
14'
9'
1
2
2
3
2
3
2
3
3
3
1
2
2
3
2
3
2
3
3
3
10
LIVE
20
LIVE
25
12''
10''
9''
30
9''
7''
7''
7''
7''
7''
40
60
9''
8''
9''
7''
Page 557''of 60
NUMBER OF FASTENERS PER
STUD @ 16" O/C SPACING
30
40
60
2
11'
8'
5'
4'
4'
3
15'
12'
8'
6'
5'
4
2
3
15'
7'
10'
12'
5'
8'
8'
4'
5'
6'
3'
4'
5'
2'
4'
*Screws are #14 screws w/ 1.5" embedment into G=0.5 solid wood (Douglas Fir)
TABLE 7.7 STUCCO ATTACHMENT TO WALL
ALLOWABLE DISTANCE TO FIRST ROW OF POSTS
16" o/c
24" o/c
Ground Snow
Load (psf)
2 Lag
3 Lags
3 Lags
4 Lags
Live
10
13'-6"
20'-2"
13'-6"
18'
Live
10
11'
16'-6"
11'
14'-6"
Live
10
10'
14'-10"
10'
13'-4"
Live
10
8'-7"
13'-1"
8'-8"
11'-7"
Live
20
7'-1"
10'-7"
7'-1"
9'-5"
Exp B
90 MPH
110 MPH
Exp C
N/A
90 MPH
100 MPH
110 mph
110 mph
25
30
7'-8"
6'-6"
11'-7"
9'-9"
7'-8"
6'-6"
10'-3"
8'-8"
110 mph
110 mph
40
60
4'-10"
3'-4"
7'-5"
5'
4'-10"
3'-4"
6'-7"
4'-5"
110 mph
110 mph
Lag = 1/4" Lag Screw with 2.25" penetration into G=0.5 wood (Douglas Fir)
Lattice Structures always use 90 mph Exposure B for the wind condition
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
(434) 384-2514
carlputnam@comcast.net
M3-2009
7.0 CONCRETE FOOTING OPTIONS
CONSTRAINED
FOOTING (IN)
NON CONSTRAINED
FOOTING (IN)
EQUIVALENT FOOTINGS FOR
FREESTAND AND ATTACHED
DIAMETER OF
CIRCULAR
FOOTINGS (IN)
12''
18''
24''
14''
15''
16''
17''
18''
19''
20''
21''
22''
23''
24''
25''
26''
27''
28''
29''
30''
31''
32''
33''
34''
17''
18''
19''
21''
22''
23''
24''
26''
27''
28''
30''
31''
32''
34''
35''
36''
38''
39''
40''
42''
43''
DEPTH OF
CIRCULAR
FOOTINGS (IN)
24''
14''
14''
30''
15''
15''
36''
16''
16''
43''
19''
17''
52''
23''
18''
61''
27''
19''
n/a
31''
20''
n/a
36''
21''
n/a
42''
24''
n/a
48''
27''
n/a
54''
31''
n/a
61''
35''
n/a
69''
39''
n/a
77''
44''
n/a
86''
49''
n/a
n/a
54''
n/a
n/a
60''
n/a
n/a
66''
n/a
n/a
72''
n/a
n/a
79''
n/a
n/a
87''
TABLE 7.8
CONVERSION TO SQUARE TOP FOOTING
For Single Span Attached
Footings Only
Footing Depth
18''
24''
30''
36''
d (in) Required Side of Square Footing
20''
21''
18''
16''
15''
21''
23''
20''
18''
16''
22''
24''
21''
19''
17''
23''
26''
23''
20''
18''
24''
28''
24''
21''
20''
25''
29''
26''
23''
21''
26''
31''
27''
24''
22''
27''
33''
29''
26''
23''
28''
35''
30''
27''
25''
29''
37''
32''
29''
26''
30''
39''
34''
30''
27''
31''
41''
35''
32''
29''
32''
43''
37''
33''
30''
33''
45''
39''
35''
32''
34''
47''
40''
36''
33''
35''
49''
42''
38''
35''
36''
51''
44''
39''
36''
37''
53''
46''
41''
38''
38''
55''
48''
43''
39''
39''
57''
50''
44''
41''
40''
60''
52''
46''
42''
41''
N/A
54''
48''
44''
42''
N/A
56''
50''
45''
43''
N/A
58''
51''
47''
44''
N/A
60''
53''
49''
45''
N/A
N/A
55''
50''
46''
N/A
N/A
57''
52''
47''
N/A
N/A
59''
54''
48''
N/A
N/A
N/A
55''
49''
N/A
N/A
N/A
57''
50''
N/A
N/A
N/A
59''
TABLE 7.9
SITE SPECIFIC FOOTING TABLE
for SINGLE SPAN Attached Structures
Wind Condition
Lattice
Trib
90 mph 90 mph 110 mph
Trib
Area
Exp B
Exp C
Exp C
Area
(sq ft) Required "d" of Footing (in)
(sq ft)
15
15''
17''
20''
25
20
17''
19''
21''
33
25
18''
20''
23''
42
30
19''
21''
25''
50
35
20''
23''
26''
58
40
21''
24''
27''
67
45
22''
25''
28''
75
50
23''
25''
29''
83
55
23''
26''
30''
92
60
24''
27''
31''
100
65
25''
28''
32''
108
70
25''
28''
33''
117
80
26''
30''
34''
133
90
27''
31''
35''
150
100
28''
32''
37''
167
110
29''
33''
38''
183
120
30''
34''
39''
200
130
31''
35''
40''
217
140
32''
36''
41''
233
150
33''
37''
42''
250
160
33''
37''
43''
267
170
34''
38''
44''
283
180
35''
39''
45''
300
190
35''
40''
45''
317
200
36''
40''
46''
333
210
36''
41''
47''
350
220
37''
42''
48''
367
230
38''
42''
48''
383
240
38''
43''
49''
400
TABLE 7.10
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
ICC ESR 1398 (2009 IBC) 10/11/2011
Existing Residence
Panel Span
Corner Trib Area
Trib Area for
Middle Post
1/2 OF PANEL SPAN
1/2 OF PANEL SPAN
Post Spacing
Panel
Overhang
Figure 1
Determine Trib Area from Figure 1
INSTRUCTIONS TO USE TABLE 7.10
1. TABLE IS FOR SINGLE SPAN ATTACHED UNITS ONLY
2. DETERMINE ACTUAL TRIBUTARY AREA
FOR MIDDLE POSTS THIS IS:
TRIB WIDTH x POST SPACING
FOR END POSTS THIS IS:
(OVERHANG+ HALF OF POST SPACING) x TRIB WIDTH
3. DETERMINE FOOTING SIZE FOR WIND CONDITION
4. FOR LATTICE USE LAST COLUMN FOR TRIB AREA
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
M4-2009
Page 56 of 60
7.0 Requirements for Surface Mounted Posts on Concrete Slabs or Footings for Sigle Span Attached Lattice Structures
Wind
Speed
85 mph
90 mph
95 mph
100 mph
105 mph
110 mph
REQUIRED NUMBER OF POSTS FOR SINGLE SPAN LATTICE UNITS WITH SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
Table L1a: Use this table for the following headers
Table L1b: Use this table for the following headers
3x8 Alum Header
Double 3x8 Alum Header
Double 2x6.5 Alum Header
Double Steel C Beam
Single Steel C Beam
Post Height (ft)
Post Height (ft)
Required
8'
9'
10'
11'
12'
8'
9'
10'
11'
12'
Required 8'
9'
10'
11'
12'
8'
9'
10'
11'
Number
Wind Exposure B
Wind Exposure C
Wind Number
Wind Exposure B
Wind Exposure C
of Posts
MAXIMUM TRIBUTARY WIDTH ALLOWED
Speed of Posts
MAXIMUM TRIBUTARY WIDTH ALLOWED
2 or 3
10'
7'
4'
2'
0'
8'
5'
3'
0'
0'
85 mph
2 or 3
15'
14'
10'
7'
4'
15'
11'
8'
5'
4
15'
12'
8'
4'
1'
14'
9'
6'
2'
0'
4
15'
15'
15'
13'
9'
15'
15'
14'
9'
5
15'
15'
12'
7'
3'
15'
13'
9'
4'
0'
5
15'
15'
15'
15'
13'
15'
15'
15'
14'
6
15'
15'
15'
10'
5'
15'
15'
12'
6'
1'
6
15'
15'
15'
15'
15'
15'
15'
15'
15'
7
15'
15'
15'
13'
6'
15'
15'
14'
8'
2'
7
15'
15'
15'
15'
15'
15'
15'
15'
15'
2 or 3
10'
7'
4'
2'
0'
8'
6'
3'
1'
0'
90 mph
2 or 3
15'
14'
10'
7'
4'
14'
11'
8'
6'
4
15'
12'
8'
4'
1'
13'
10'
6'
4'
1'
4
15'
15'
15'
13'
9'
15'
15'
13'
10'
5
15'
15'
12'
7'
3'
15'
14'
9'
6'
2'
5
15'
15'
15'
15'
13'
15'
15'
15'
14'
6
15'
15'
15'
10'
5'
15'
15'
12'
8'
4'
6
15'
15'
15'
15'
15'
15'
15'
15'
15'
7
15'
15'
15'
13'
6'
15'
15'
15'
10'
5'
7
15'
15'
15'
15'
15'
15'
15'
15'
15'
2 or 3
10'
7'
4'
2'
0'
7'
5'
3'
1'
0'
95 mph
2 or 3
15'
14'
10'
7'
4'
13'
10'
7'
5'
4
15'
12'
8'
4'
1'
12'
9'
6'
3'
1'
4
15'
15'
15'
13'
9'
15'
15'
12'
9'
5
15'
15'
12'
7'
3'
15'
12'
8'
5'
2'
5
15'
15'
15'
15'
13'
15'
15'
15'
13'
6
15'
15'
15'
10'
5'
15'
15'
11'
7'
3'
6
15'
15'
15'
15'
15'
15'
15'
15'
15'
7
15'
15'
15'
13'
6'
15'
15'
14'
9'
5'
7
15'
15'
15'
15'
15'
15'
15'
15'
15'
2 or 3
10'
6'
4'
1'
0'
6'
4'
2'
1'
0'
100 mph 2 or 3
15'
13'
9'
6'
4'
11'
9'
6'
4'
4
15'
11'
7'
3'
0'
10'
7'
5'
2'
0'
4
15'
15'
15'
11'
7'
15'
14'
10'
8'
5
15'
15'
10'
6'
2'
14'
10'
7'
4'
1'
5
15'
15'
15'
15'
11'
15'
15'
15'
11'
6
15'
15'
14'
8'
3'
15'
14'
9'
6'
2'
6
15'
15'
15'
15'
15'
15'
15'
15'
14'
7
15'
15'
15'
11'
5'
15'
15'
12'
7'
3'
7
15'
15'
15'
15'
15'
15'
15'
15'
15'
2 or 3
8'
5'
2'
0'
0'
5'
3'
2'
0'
0'
105 mph 2 or 3
14'
11'
8'
5'
2'
10'
7'
5'
3'
4
13'
9'
5'
2'
0'
9'
6'
3'
1'
0'
4
15'
15'
13'
9'
5'
15'
12'
9'
6'
5
15'
13'
8'
4'
0'
12'
9'
5'
2'
0'
5
15'
15'
15'
13'
8'
15'
15'
12'
9'
6
15'
15'
11'
5'
1'
15'
11'
7'
4'
0'
6
15'
15'
15'
15'
11'
15'
15'
15'
12'
7
15'
15'
14'
7'
1'
15'
14'
9'
5'
1'
7
15'
15'
15'
15'
14'
15'
15'
15'
14'
2 or 3
7'
4'
1'
0'
0'
4'
3'
1'
0'
0'
110 mph 2 or 3
13'
9'
6'
3'
1'
8'
6'
4'
2'
4
11'
7'
4'
0'
0'
7'
5'
2'
0'
0'
4
15'
15'
11'
7'
3'
13'
10'
7'
5'
5
15'
10'
6'
2'
0'
10'
7'
4'
1'
0'
5
15'
15'
15'
10'
6'
15'
14'
10'
7'
6
15'
14'
8'
3'
0'
14'
9'
5'
2'
0'
6
15'
15'
15'
14'
8'
15'
15'
13'
9'
7
15'
15'
10'
4'
0'
15'
11'
7'
3'
0'
7
15'
15'
15'
15'
11'
15'
15'
15'
12'
Tables L1 and L2 need to be checked for surface
mount concrete attachment
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
ICC ESR 1398 (2009 IBC) 10/11/2011
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
Page 57 of 60
12'
2'
6'
9'
12'
15'
3'
7'
10'
14'
15'
3'
6'
9'
12'
15'
2'
5'
8'
10'
13'
1'
3'
6'
8'
10'
1'
2'
4'
5'
7'
Seismic Size Requirements
Table L2a
Table L2b
3x8 Alum Header
Double 3x8 Alum Header
Double 2x6.5 Alum Header
Double Steel C Beam
Single Steel C Beam
Size
Size
Ss
Allowed
Ss
Allowed
(cubic feet)
(cubic feet)
20%
2030
20%
2893
30%
1354
30%
1929
40%
1015
40%
1447
50%
928
*
50%
1323
60%
773
**
60%
1102
70%
663
70%
945
80%
677
80%
964
90%
602
***
90%
857
*
100%
541
100%
772
110%
537
110%
765
120%
492
120%
701
130%
500
130%
712
**
140%
464
140%
661
150%
433
150%
617
***
Directions for using Seismic Table L2a or L2b******
1. Determine Tributary width
2. Determine width of structure
3. Determine height of structure
4. Determine number of posts structure has
5. Determine Ss for your area (contac
your local building department)****
6. Choose Table L2a or L2b based on the header
7. Determine the maximum size allowed on the chart
8. Multiply #1, #2 and #3 and divide by #4*****
9. If #8 is lower than #7 the structure is OK for seismic
*no check needed for Patio Covers attached to slab under these conditions
**no check needed for Patio Covers that are 10' tall attached to slab under these conditio
***no check needed for Patio Covers that are 8' tall attached to slab under these conditions
****Ss is the Maximum Considered Earthquake Ground Motion (0.2 sec)
mapped on Figures 1613.5(1), 1613.5(3) in the 2009 IBC
*****
Alternatively, divide by these numbers
For 2 post Structures divide by 3
For 3 post Structures divide by 3
For 4 post Structures divide by 4.5
For 5 post Structures divide by 6
For all others add 1.5 to number of posts
******
Not for use in areas with flat roof snow loads exceeds 30 psf.
M5-2009
Y
Kz
Kzt
Kd
I
G
Cnet
Dead
X
Z
Existing Residence
P/2
Panel Span (P)
P/2
Header
Figure 1
Patio Cover Length (L)
Determine Snow Loads on Existing Structure
1 Determine Roof Snow/Live Load, S. See General Note 3.
2 Dead Load = 1 psf
3 Add Dead and Live/Snow Loads, mulitply by half of Panel Span
Wall Load = (D + S) P /2
4 Result is wall load in pounds per linear foot.
Determine Wind Loads on Existing Structure
1 Determine Wind Load, W+ or W-. See Table 1
2 Dead Load included in Down and Up loads
3 Mulitply W+ or W- by half of Panel Span
Wall Load = W P /2
4 Result is wall load in pounds per linear foot.
5 Maximum Shear Load in X direction is 454 lbf (110 mph Exposure C, 13' Panel Span)
Max load in Y direction (towards house) is 73 plf (110 mph Exp C, 10" I beam)
Max load in Y direction due to force couple resisting lateral is 104 plf
(110 mph Exp C, Projection = Width)
Determine Seismic Loads on Existing Structure (Excludes Roof Snow Load over 30 psf
1 Vertical Loads and Horizontal Loads = maximum of 1 psf
0.7
1
0.85
1
0.85
1.2
0.98
height factor, Exposure B and C
Topographic factor
Wind Directionality factor
Importance Factor
Gust Factor
Net Pressure Coefficent
1 psf
Design
Design
Down Load Up Load
Wind
C&C
(psf)
(psf)
(psf)
W+
WSpeed (mph) Exposure qh (psf)
85
B
11.0
11.2
12.2
10.6
90
B
12.3
12.6
13.6
12.0
100
B
15.2
15.5
16.5
14.9
105
B
16.8
17.1
18.1
16.5
110
B
18.4
18.8
19.8
18.2
85
C
15.4
15.7
16.7
15.1
90
C
17.3
17.6
18.6
17.0
100
C
21.3
21.8
22.8
21.2
105
C
23.5
24.0
25.0
23.4
110
C
25.8
26.3
27.3
25.7
TABLE 1
Combination Loads: Snow + Wind +Dead Loads
Wind
Wind
Load
Live Loads (psf)
Speed (mph) Exposure
(psf)
10
20
Roof Live /Snow Loads + Dead
11
21
85
B
11.2
16.9
24.4
90
B
12.6
17.9
25.4
100
B
15.5
20.2
27.7
105
B
17.1
21.3
28.8
110
B
18.8
22.6
30.1
85
C
15.7
20.3
27.8
90
C
17.6
21.7
29.2
100
C
21.8
24.8
32.3
105
C
24.0
26.5
34.0
110
C
26.3
28.2
35.7
TABLE 2
Combination Loads based on Equation 16-11
1 Determine Combination Load, C. See Table 2
3 Mulitply C by half of Panel Span
Wall Load = C P /2
4 Result is wall load in pounds per linear foot.
ICC ESR 1398 (2009 IBC) 10/11/2011
25
22
25.2
26.2
28.4
29.6
30.8
28.5
30.0
33.1
34.7
36.5
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
(434) 384-2514
carlputnam@comcast.net
Ground Snow Loads (psf)
30
40
60
26.2
34.6
51.4
28.3
34.6
47.2
29.3
35.6
48.2
31.6
37.9
50.5
32.7
39.0
51.6
34.0
40.3
52.9
31.7
38.0
50.6
33.1
39.4
52.0
36.2
42.5
55.1
37.9
44.2
56.8
39.6
45.9
58.5
M6-2009
Page 58 of 60
Amerimax Structural Properties of Beams, Fascia, Panels and Rafters for Use by Design Professionals
ASSUMES FULL LATERAL BRACING
Structural Element
I (in^4) top in
compression
I for deflection
I for deflection
I (in^4) bottom calcs (in^4) top calcs (in^4) bottom
in compression
in compression in compression
Max Allowable
Moment (top in
compression
(lbf*ft)
Max Allowable
Moment (bottom
in compression
(lbf*ft)
Max
Allowable
Shear (lbf)
Material
E (ksi)
Ftu or Fu Fty or Fy
(ksi)
(ksi)
Fcy
(ksi)
Rafters
0.024"x2"x6.625" Aluminum Rafter
0.032"x2"x6.625" Aluminum Rafter
0.040"x2"x6.625" Aluminum Rafter
0.042"x3"x8" Aluminum Rafter
0.024"x3"x3" Aluminum Rafter
0.040"x3"x3" Aluminum Rafter
2.283
3.072
3.873
7.907
0.445
0.742
same
same
same
same
same
same
1.768
2.872
3.873
7.907
0.445
0.742
1.714
2.726
3.873
7.907
0.329
0.742
283
515
823
1061
124
336
278
504
801
1038
122
328
132
317
627
609
339
1313
3004H34
3004H34
3004H34
3004H34
3004H34
3105H25
10100
10100
10100
10100
10100
10100
32
32
32
32
32
23
25
25
25
25
25
19
22
22
22
22
22
17
Solid Panels
0.018"x2.5"x6" Aluminum Panel
0.024"x2.5"x6" Aluminum Panel
0.032"x2.5"x6" Aluminum Panel
0.036"x2.5"x6" Aluminum Panel
0.265
0.353
0.471
0.53
same
same
same
same
0.265
0.353
0.471
0.53
0.235
0.326
0.471
0.53
138
212
302
346
109
162
238
280
221
528
974
1192
3004H36
3004H34
3004H34
3004H34
10100
10100
10100
10100
35
32
32
32
28
25
25
25
25
22
22
22
0.018"x3.5"x12" Aluminum Panel
0.024"x3.5"x12" Aluminum Panel
0.032"x3.5"x12" Aluminum Panel
0.036"x3.5"x12" Aluminum Panel
0.545
0.727
0.969
1.09
same
same
same
same
0.525
0.721
0.969
1.09
0.539
0.727
0.969
1.09
301
368
514
591
168
368
514
591
85
202
479
683
3004H36
3004H34
3004H34
3004H34
10100
10100
10100
10100
35
32
32
32
28
25
25
25
25
22
22
22
0.018"x2.5"x12" Aluminum Panel
0.024"x2.5"x12" Aluminum Panel
0.032"x2.5"x12" Aluminum Panel
0.036"x2.5"x12" Aluminum Panel
0.25
0.334
0.445
0.501
same
same
same
same
0.247
0.334
0.445
0.501
0.24
0.33
0.445
0.501
167
286
439
467
154
264
411
348
284
673
1485
1751
3004H36
3004H36
3004H36
3004H34
10100
10100
10100
10100
35
35
35
32
28
28
28
25
25
25
25
22
0.018"x2"x6" Aluminum Panel
0.024"x2"x6" Aluminum Panel
0.032"x2"x6" Aluminum Panel
0.036"x2"x6" Aluminum Panel
0.154
0.205
0.273
0.307
same
same
same
same
0.154
0.205
0.273
0.307
0.143
0.205
0.273
0.307
104
163
227
260
122
155
224
262
374
622
966
1087
3004H36
3004H34
3004H34
3004H34
10100
10100
10100
10100
35
32
32
32
28
25
25
25
25
22
22
22
Aluminum Headers
0.042"x3"x8" Aluminum Header
Double 0.042"x3"x8" Aluminum Header
7.907
15.814
same
same
7.907
15.814
7.907
15.814
1061
2122
1038
2076
609
1218
3004H34
3004H34
10100
10100
32
32
25
25
22
22
Double 0.040"x2"x6.625" Aluminum Header
7.746
same
7.746
7.746
1646
1602
1254
3004H34
10100
32
25
22
Aluminum Fascia
California Extruded Fascia
Classic Extruded Fascia
5.5" Extruded Fascia
Alaskan Fascia
4"x3" Ibeam
7"x4" Ibeam
3.09
6.026
3.46
3.95
3.617
13.857
same
6.026
same
same
same
same
3.09
6.026
3.46
3.95
3.617
13.857
3.09
6.026
3.46
3.95
3.617
13.857
1320
3088
1564
2348
2364
6495
1160
3129
1538
1664
2364
6495
4362
11686
2884
7812
2414
4991
6063T6
6061T6
6105T5
6105T5
6063T6
6105T5
10100
10100
10100
10100
10100
10100
30
38
38
38
30
38
25
35
35
35
25
35
25
35
35
35
25
35
Steel Headers
0.041"x3"x3" Steel Cloverleaf
Double 0.041"x3"x3" Steel Cloverlea
12 Gauge Steel C Beam
16 Gauge Steel C Beam
Double 12 Gauge Steel C Beam
Double 16 Gauge Steel C Beam
0.7723
1.5446
12.407
5.768
24.814
11.536
0.7723
1.5446
12.407
5.768
24.814
11.536
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
n/a
1028
2056
7988
3714
15976
7428
1028
2056
7988
3714
15976
7428
6694
13388
12271
2459
24542
4918
ASTM A653 Grade 40
ASTM A653 Grade 40
ASTM A653 Grade 50
ASTM A653 Grade 50
ASTM A653 Grade 50
ASTM A653 Grade 50
29000
29000
29000
29000
29000
29000
55
55
65
65
65
65
40
40
50
50
50
50
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 59 of 60
M7-2009
ICC ESR 1398 (2009 IBC) 10/11/2011
Page 60 of 60
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
Amerimax Building Products
5208 Tennyson Parkway
Plano, Texas 75024
M8-2009
CONSTRAINED REQUIRED SLAB AREA PER POST
FOOTING SIZE
(SQUARE FEET)
d (IN)
CONCRETE SLAB THICKNESS (IN)
3.5''
5.5''
7.25''
9.25''
20
26
17
13
10
21
31
20
15
12
22
36
23
17
14
23
41
26
20
16
24
47
30
23
18
25
54
34
26
20
26
61
39
30
23
27
70
44
34
26
28
78
50
38
30
29
88
56
42
33
30
98
63
48
37
31
110
70
53
41
32
122
78
59
46
33
135
86
65
51
34
149
95
72
56
35
164
104
79
62
36
180
115
87
68
37
198
126
95
75
38
216
137
104
82
39
236
150
114
89
40
257
163
124
97
41
279
178
135
106
42
303
193
146
114
43
328
208
158
124
44
354
225
171
134
45
382
243
185
145
46
412
262
199
156
47
443
282
214
168
48
476
303
230
180
49
511
325
247
193
50
547
348
264
207

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