2013, 09-13 Permit App: BLD-2013-1858 CarportaD-
Community Development Department (Staff Use Only)
Permit Center
CITY 11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER:
S Rkne Spokane Valley, 03 99206
Tel: (509) 688-0036 PERMIT FEE:
Valley Fax: itcen 688-0037
permitcenterCo�sookanevailev oro
R0(o-7
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
NJ NEW CONSTRUCTION ADDITION/ REMODEL ACCESSORY BUILDING
21 DECK Ej OTHER
SITE ADDRESS:���
ASSESSORS PARCEL NO.: LEGAL DESCRIPTION:
BUILDING OWNER NAME:
NAME: / '/ 1515 7UV S
ADDRESS:
E
CITY: I /A �,/-c, STATE: L,/1 ZIP:
PHONE: FAX: CELL:
CONTACT NAME: C,/k/. ;� t� • t,. 1��a
PHONE: I FAX: CELL: � r
-` v`
CONTRACTOR NAME:
MAILING ADDRESS:
CITY:. STATE: ZIP:
PHONE: FAX: CELL: f
CONTRACTOR LICENSE NO.: EXPIRES: CITY BUSINESS LIAENSE NO.:
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A TF Nf1T ADDI TrARI G
Height to Peak:
Dimensions:
No. of Stories:
Total Habitable
Space:
Main Floor SQ FT:
Upper Floor SQ FT:
Unfinished Basement SQ
Finished Basement SQ
FT:
FT:
Garage SQ FT:
Deck/Covered Patio SQ
Impervious Surface
30% Slopes on
FT:
Area:
Property:
No. of Bedrooms:
Construction T e:
Heat Source:
Sewer or Septic:
TOTAL COST OF PROJECT: $ i( (M ,
DISCLAIMER
The permitted verifies, acknowledges and agrees by their signature that: 1) If this permit Is for construction or on a dwelling, the dwelling is/will
be served by potable water. 2) Ownership of this City of Spokane Valley permit Inure to the property owner. 3) The signatory is the property
owner or has permission to represent the property owner in this transaction. 4) All construction is to be done In full compliance with the City of
Spokane Valley Development code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of
Spokane Valley permit Is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional
Information may be required to be submitted and subsequently approved before this application can be processed.
I
Siqnature
Date: V-13-1
Updated 1-11-11 Page 1 of 1
http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit-_Residential_11-11-1l.doc
• Carl Putnam P.E.
3441 Ivylink Place
Lynchburg, VA 24503
Carl Putnam, P.E.
March 6, 2013
Matt Strickland
Metals Building Products
7651 S 190th Street
Kent, WA
Dear Matt:
This letter is in response to your question about Metals USA's ICC ESR 1953 approved
under the 2009 IBC or 2006 IBC and how it can be applied to the new 2012 IBC.
The major change to the 2012 IBC is it uses ultimate design wind speed (The 2012 IRC
continues to use "3 second Gust" wind speeds). The 2000-2009 IBC used "3 second gust"
wind speeds. The 2012 IBC Table 1609.3.1 shows the conversion between the two types.
The equation this table is based on is:
V3 s = Vuit x 0.775
For an area that has adopted an ultimate design wind speed this is equivalent to:
V3s=115 mph x0.775=89 mph
V3 s = 120 mph x 0.775 = 93 mph
V3 s = 130 mph x 0.775 = 101 mph
V3 s = 140 mph x 0.775 = 109 mph
I have reviewed the 2012 IBC and the additional reference documents (2010 Aluminum
Design Manual, ACI -318-08 etc) and have determined the patio cover, carport and
commercial structure designs in the ICC ESR approved under the 2006 IBC or 2009 IBC are
sufficient to meet the 2012 IBC. Areas using an ultimate design wind speed of 115 mph
should use the 90 mph tables, areas adopting 140 mph should use 110 mph tables in the
report. Residential projects can continue to use the wind speeds as shown on the 2009 or
2006 ICC ESR.
If you require further information please contact me at (434) 384-2514 or a
carlputnam(@comcast.net.
Sincerely,
Carl Putnam, P.E.
SEP 20 2013
PRO
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SUB # ER] REV, #'F ------
Lr SOLID COVER 0: WESTERN PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
CJ(Single$s) MU35 4"x12" Westem Vee Panel(Mufft
kiLa5 3"x24" Waafam Panel ISinaln Snanl MUM
4"x12 Westem Ve
Panel n
0 2'-8"
V-5"
2'-4"
4'-7"
Ground Panel
Wind
"'
Speed and Exposure
v
0'-0"
Ground Panel
Wind Speed
and Exposure
3' 3"
3'-0"
Groun P I
Wind Spee an Exposure
Exposure B
Exposure
C
Snow Load Gauge
Exposure
B1
Exposure C
Snow Load Gauge
Exposure
B
Exposure
C
Snow auge
90 100 110
90 100
110
v (in)
90
100 110
90 100 110
psf) in
90 100
110
90 100
110
pan in)
6'-5" 5'•9" 5'-3-
5'-3" 2'-3"
2'•0"
11'-3"
5'•3"
4'-1' 31_10.
3•_10" 3'-4" 3-2"
6'-5"
V-7" 6'•2"
5•_11•,
6'-0" 5'-3"
5'•0"
0.024
10'-7" 7'-B" 7'-4"
T-3" 8'-6"
6'-2"
LIVE 0.025
T-1"
6'-6' 8'-0"
6'-0" 5'•7" 5'-3"
LIVE 0.025
8'-3" 7'-10"
7-5"
7-7 6.7"
6'-3"
LIVE
0.032
13'-9" 174" 11'•8"
11'-6" 8'-4"
8'-0"
0.032
9'-7»
8'-10:118'.3"
8'-3" T-9" 7'-4"
0.032
11'-9" 11'-1"
10'-7"
10'-7" 8'-11"
8'-1"
0.040
17'-5" 15'-7" 14'•9"
14'-7" 13'-0"
12'•5"
0.040
12'-8"
11'-7 0'•10
10'-10' 1D'-2" 9' 8'
0.040
14' 4" 13'-7"
12'-11'
12'-11' 12'-4"
11'-10'
Steel 0.018
16'-0" 151-6" 13'-10'
13'-10 12'-6"
11'•5"
Steel 0.01El
12'-10'
11'-9" 101•11'
10'-11' 10'-2" 9'-6"
Steel 0.018
13'-1" 12'-3"
1V -T
11'-7" 1V-0"
10'•6"
Steel 0.024
19'-3" 18'•1" 1T-1"
1T-1" 16'•3"
15 7"
Steel 0.024
16'-5"
15'-2" 14'-2"
14'-2" 13'-4" 12'-7"
'-9"
8'-7"
Steel
0.018
9'4"
9'4"
20 0. 20
4'-2 3'-7' 5"
3'-5" 2'-3"
2'-0"
20 0.020
3'-7"
3 4" 3'•2"
T-2" 2 -10"
0.025
T-3" 7,_D••
6._9•
6•_9" 6•-4••
6,_2••
0.024
10'-7" 7-8" T-4"
7'-3" 6'-8"
6'•2"
0.025
5'-7"
5'•3" 4'-5"
4'-5" 4'-0" T-10"
0.032
9'-3" V-11"
8'-8"
8' 8" 8'-2"
7'-11"
0.032
13'-9" 12' 4" 11'-8"
111-6" 8'-4"
8'•0"
0.032
7'-9"
T-0" 6'-11"
V-11" 6'-7" 6'-3-
0.040
12'-4" 11'-10
11' 4"
11'-4" 10'-11'
0'-7"
10'-7-
0.04016'-11'
0.040
15'-7" 14'-9"
14'•7" 131-0"
12'•5"
0.040
10'-2"
9'-8" 9'-2"
9'-2" 8'-8" 8'•4"
St 0.018
11'-0" 10'-6"
9'-4"
9'-4" 8'-9"
8'-6"
25 0.020
5'-9"
5'-5"
5'-2"
5'-2"
4'-0"
T-10"
Steel 0.018
12'-6" 11'-5" 10'•5"
10'-5" 7'-10"
7'-5"
Stee10.018
10'-2"
9'•6" X-11"
8'-11" 8'-5" 8'-0"
Steel 0.024
16'-3" 15'-7" 14'-11'
14-11' 14'-4"
13'-10'
St 0.
13'-4"
12'-7" 11'-11'
11'-11' 11'-4" 10'-10'
0.025
7'-3"
6'-9"
6'-7"
V-7"
6'-2"
6'-0"
25 0. 20
4'-2" 3'-7" 3'-5"
T-5" 2'-3"
2'-0"
25 0.020
T-7"
3'-2" T-0"
3'-0" 2'-9" 2'-7"
0.032
9'-3"
8'-8"
8'-6"
8'-5"
7'-11"
T-8"
0.024
9'-5" T-8" 7'-0"
T-3" B'•6"
6'-2"
0.025
5'-3"
T-3" 4'-3"
4'-3" 3'-10" 3'-8"
0.040
11'-10
11'-10'
11'-4"
11'-4"
10'-11'
10'-7"
0.032
13'-9" 12' 4" 11' 8"
11' 6" 8'-4"
8'-0"
0.032
7' 4"
T-4" 8'-11"
6'-11" 6'-T' 6'-3"
Steel
10 6"
10' 6"
9'-0"
9'-0"
8'-6"
8'-3"
30 0.020
5'-5"
5'-2"
4'-5"
4'-2"
3'-10"
3'-8"
0.040
16'-2" 15'-T' 14•_9"
14•_7. 13'-0"
12'•5"
0.040
9'-8"
9'-8" 9'-2"
9'-2" 8'-8" 8'-4"
Steel 0.018
11'-5" 11'-5" 10'•5"
10'-5" T-5"
7'.0"
Steel 0.018
9'-6"
9'-6" 8'-11"
8'-11" 8'-5" V-0"
0.025
6'-9"
6'-7"
6'-4"
6'-4"
6'-0"
5'-10"
Steel 0.024
15'-7" 15'•7" 14'-11'
14'-11' 14'-4"
13'-10'
Steel 0.024
12'-7"
12'-7" 11'-11'
11'-11' 11' 4" 10'-1 D'
0.032
8' 8"
8'-5"
8'-2"
8'-2"
7'-8"
7'-6"
0.020
T-7" 3'-5" 3'-3"
3'-1" 2'-3"
2'-0"
30 0.020
T.2"
X.0" 2'-10"
T-10" 2'-7" 2'-2"
0.040
11' 4"
10'-11'
10'-11'
10'-11'
9'-5"
9'-2"
30
0.024
8'-1" T-7" T-1"
7'-1" 6'-4"
6'•0"
0.025
4'-5"
4'-3" 4'-0"
4'-0" 3'•8" 3'-8"
Steel 0.018
9'-4"
9'-0"
8'-9"
8'-9"
8'-3"
8'-1"
40 O.D20
4'-5"
4'-0"
T-10"
T-10"
3'-4"
T-2"
0.032
13'-2" 1Z' 4" 11'-8"
11' 6" 8'-4"
8'.0"
0.032
V-11"
6'-7" 6'-7"
6'-7' 6'-0" G-0"
0.040
15'-6" 14'-11' 14'•9"
14'-7" 13'-0"
12'-5"
0.040
9'-2"
8'-8" 8'-B"
8'-8" 8'-0" 8'-0"
0.025
6' 4"
6'-0"
6'-0"
5'-10"
5'-9"
5'-7"
Steel 0.018
10'-5" 8'-5" T-10"
7'-10" 7'-0"
6'-8"
Slee10.018
8'-11"
8'-5" 8'-5"
8'-5" 7'-7" 7'-7"
0.032
8'-2"
7'-B"
7'-8"
7'-6"
7'•4"
7'-2"
Steel 0.02414'-11'
14'-4" 14'-4"
14'-4" 12'-11'
12'-11'
Stee10,024
11'-11'
11'-4" 11'-4"
11'-4" 10'-5" 10'-5"
0.040
10'-7"
9'-5"
9'-5"
9'-2"
V-11"
8'-9"
0.025
3'-3" T-11" 2'•9"
2'-9" 2'-3"
2'•0"
40 0.020
2'-10"
2'-7" 2'-7"
2'-3" 2'-0" V-11"
Stee10.016
8'-9"
8'-3"
8'-3"
8'-1"
T-10"
7'-8"
60 0.020
3'-6"
3'-2"
3'-1"
3'-1"
0'-0"
0'-0"
0
._1.. g' 4" 6'-4"
6'-0" 5'-8"
V-5"
0.025
4'-0"
3'-8" 3'-8"
3'-6" T-5" T-3"
032
1 - 11'•10' 11'-6"
11'-6" 8'-4"
8'-0"
0.032
6'-3"
6'-0" 5'-8"
5'-8" 5'-8" 5'-3"
0.025
T-7"
5' 4"
5'-4"
5'•3"
0'-0"
0•_0••
[70
13'-11' 13' 6"
13'-6" 13'-0"
12'-5"
0.040
8' 4"
8'-0" 7' B"
7' 8" 7'-4" 7'-1"
0.032
7'-2"
6'-10"
6'-10"
6'-9"
6'-7"
6'-6"
Stee10.018
7'-10" 7'-0" 7'-0"
6'4" 6'•4"
6' 0"
Slee10.018
8'-0"
7'-7" 7'-3"
7'-3" 6'-11" 6'•7"
0.040
8'-9"
8'-5"
8'-5"
8'-3"
8'-1"
T-11"
Stse10.024
13'-10' 12'-i t' 12'-1"
12'-1" 11'-5"
10'-9"
Steel 0.024
10'-10'
1D'-5" 10'-0"
10'-0" 9'-7" 9'-3"
Steel 0.018
7' 8"
7'-4"
7'-4"
T-2"
7'-0"
Teai
6'•11"
P ern
ICC ESR 1953 (200918C) 12/512011
Page 37 of 101
U- f(u-V/
3"x24' Westem Panel (Multispen) MU39
Ground
0.024
0 2'-8"
V-5"
2'-4"
4'-7"
Z' 3"
4'-4"
'1'-s"
4' 4"
u' -v'
0'-0"
v
0'-0"
90 100 110 90 100 110
o�
0.025
3' 3"
3'-0"
T-0"
T-11"
7-10"
2'-9"
LIVE
0.025
0.032
10'-0"
9'•3"
9'-3"
8'-10"
8'4'
8'•0"
0.032
9'-9"
0.032
4'-9"
4'-5"
4'-5"
4'-3"
4'-2"
4'-0"
Metals USA Building Products
11'-7"
D.040
11'-9"
11'•9"
11'•9"
11'-9"
11'-6"
11'-3"
I VA"
10'-5"
0.040
6'-5"
6'-5"
6'-5"
6'-5"
6'-3"
6'-0"
2440 Albright o-SNON
s�L
Steel
o.018
6'-0"
5'-6"
5'-6"
5'-3"
0'-0"
0'•0"
7'-3"
Steel 0.018
5'-10"
5'-1D"
5'-10"
5'-10"
5'-7"
5'-5"
Houston, TX 77017 QQO4Pp1
Steel 0.024
9'-3"
8'-5"
B'-5"
8'-1"
7'-9"
7' 8"
8'-11"
Sleet 0.024
8'•4"
8'-0"
8'-4"
8'-4"
8'-1"
7'-11"
(713) 946-9000 6
T-0"
7-10"
0.025
TABLE 4.26
6-6"
5'-3"
5'-3"
4'-2"
TABLE 4.27
9
10.020
0.032
7'-7"
7'-7"
7'-3"
T-3"
V-11"
6'-7"
0.040
9'-10"
V-10"
a
91-4"
T-11"
8'-7"
Steel
0.018
9'4"
9'4"
8'-11"
V-11"
8'-6"
8'-2"
30
0.020
T-5"
T-3"
3-1"
T-1"
T-10"
2'•9"
0.025
5'-3"
4'-6"
v
4'-4"
4'-0"
T-10"
0.032
10.040
T-3"
V-11"
6'-11"
V-11"
6'-4"
6'.4-
OFCAUFO��`p
9'-4"
V-11"
8'-11"
8'-11"
8'-3"
8' -3 -
Steel
0.018
V-11"
8'-6"
DEC 5 2011
ICC ESR 1953 (200918C) 12/512011
Page 37 of 101
U- f(u-V/
3"x24' Westem Panel (Multispen) MU39
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
psf)
(in)
90 100 110 90 100 110
10
0.020
5'-4"
4'-3"
4'-0"
4'-0"
T-7"
T-6"
LIVE
0.025
T-2"
6'-8"
6'-3"
6'-3'
5'-10"
5'-6"
0.032
9'-9"
9'-1"
8'-6"
8'-6"
8'-0"
7'-7"
0.040
12'4"
11'-7"
10'-11'
10'-11'
10'4"
TAW
Steel
0.018
1 l'-11'
I VA"
10'-5"
10'-5"
9'-10"
9'-4"
0.025
5'-10"
5'-6"
V-3"
5'-3"
4'4"
4'-2"
0.032
8'-0"
7'-7"
7'-3"
7'-3"
6'-11"
V-7-
0.0140
10'4"
9'-10"
9'4"
9'-4"
V-11"
8'-7"
steel
0.018
9-10"
9'4'
V-11"
8'-11"
8'-6"
8'-2"
25
3'-10"
X-6"
T-3"
T-3"
T-0"
7-10"
0.025
V-6"
6-6"
5'-3"
5'-3"
4'-2"
4'•0"
10.020
0.032
7'-7"
7'-7"
7'-3"
T-3"
V-11"
6'-7"
0.040
9'-10"
V-10"
9'-4"
91-4"
T-11"
8'-7"
Steel
0.018
9'4"
9'4"
8'-11"
V-11"
8'-6"
8'-2"
30
0.020
T-5"
T-3"
3-1"
T-1"
T-10"
2'•9"
0.025
5'-3"
4'-6"
4'-4"
4'-4"
4'-0"
T-10"
0.032
10.040
T-3"
V-11"
6'-11"
V-11"
6'-4"
6'.4-
9'-4"
V-11"
8'-11"
8'-11"
8'-3"
8' -3 -
Steel
0.018
V-11"
8'-6"
8'-6"
8'-6"
T-10"
7"-10"
40
3'-1"
7-10"
TAW
2'-9"
2'-7"
2'-2"
0.025
4'-4"
4'-0"
4'-0"
T-10"
3'-g"
T-7-
10.020
0.032
V-7"
6'-4"
6'-1"
6'-1"
T-11"
5'-8"
0.040
8'•7"
8'-3"
8'-0"
8•-0"
7'-8"
7--5--
•5"Steel
Steel
0.018
8'-2"
T-10'
7'-6"
T-6"
V-3-
7'.0-
60 0.020
2'4'
2'- "
2'-1"
2'-1"
0'-0
0.025
T-7"
3'4"
T-4"
3'•3"
T-2"
T-1-
0.032
10.040
5'-2"
5'-2"
4'-10"
4'-8"
4'-7"
4--6-
6'-9"
6'-9"
6'•9"
6'-9"
6'-7"
6'•5"
Steel 0.018
6'-4"
8' 4"
6' 4"
6'-0"
6'-2"
6'-0"
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
carlputnam@comcast.net
TABLE 4.29
rr-v u u ----
i
1
SUB
'� i
SOLID COVER 5.0 POST
IN
ROUND
TRIG
POST
POST
MAX
EXPOSURE
B
MAX POST LENGTH
' 14
17
MIN
FOOTER
^^^ ••• ••�
F ' td 1 t7
-_.
POST
MIN
REDO POST MIN
17J'
ROUN WIDTH
SPACING
PEOO
POST
MR4
PDpIER
8'
17S
PAC
POST
5� CONSTRAINED
21
13
FOOTER
SPACIN
POSE
1`7
SOE
CONSTRAWED
21
FOOTER
C
LOAD
IFT)
DN SLAB POR PAd
POST
SUE
CON6TRAINED
FOOTERIS=
TYPE
'd
'd
'd
V
(FTI
TYPE
r
"d
'd
I
'd
D15Fl
D
(Fn
SLAB
(FT)
TYPE
V
Y
'd
Y
(F71
LOAD
(m)
C )
(n)
(M)
B
23
In)
Iln)
Im)
(M)
C
23
24
25
21
17-5
(in)
(n)
C 1
IM)
28
ONLY
4.5
15'-1'
B
F$
B
23
23
2d
25
4-0'
C
85 MPH
EXPOSURE B
25
27
17.1'
D
2]
27
21
28
19
22
23
25
11-7
8
21
23
25
26
10
3
27$
B
14S
A
19
21
22
2J
11"
B
22
23
2l
1f•T
B
22
27
24
26
LIVE
3.5
14S
B
14-1'
B
19
21
22
23
+1'-T
B
20
12
23
24
17.7
C
22
23
24
26
LOAD
1
1T-0'
B
4-7
B
20
20
"
23
14.10•
B
21
22
13
24
1-
C
23
23
24
25
ONLY
1.5
14-1•
B
4-S
B
21
21
22
23
14.6'
B
21
21
23
21
1T-0'
D
21
14
ZI
25
F$
5
IT•T
B
4.7
B
2t
21
22
23
14•T
C
21
22
22
23
24
tz$
D
24
21
24
25
F -r
6.5
17J'
B
44r
B
22
22
22
2]
144"
C
C
23
23
23
2/
17$
D
25
25
25
25
F-3'
6
11••4'
B
F -t0"
C
22
22
22
23
4-i0"
30
23
23
23
14
17.3•
E
25
25
25
25
F-1'
6.5
+4-r
B
Fd
C
2]
23
23
Z3
4•T
D
O
21
24
24
24
17$
E
26
26
28
ZB
T-7
7
4$
B
F$
C
23
23
23
23
43"
31
21
24
24
24
lr•10'
E
26
X
26
26
T -S
7.5
4-1'
B
FJ•
D
23
23
23
13
4-T
D
25
25
25
25
11'•T
E
27
2]
27
21
T-1'
e
a•-0•
B
S -T
D
24
24
24
24
4-1•
D
E
25
25
25
25
11'•5'
E
21
27
27
17
6'$
1
F-0•
B
W.T.
0
24
24
21
24
44•
r-10"
E
25
25
25
I5
IT -3'
F
28
28
28
25
F•t'
9
0
T41'
B
T•11'
0
24
24
11
24
25
FA'
E
26
28
26
26
11•-T
F
28
28
28
29.8
S$
E
r•T
B
T•11'
D
25
25
25
v
F-0'
E
26
26
26
:6
11'4r
F
M
28
28
28
10
6'A'
B
T$
E
25
25
35
26
Z5
26
v4)'E
26
26
26
11
14.5
F
29
29
29
29
it
6-Y
B
T$
E
26
26
26
T$
E
2611
26
26
14-T
F
29
A
29
29
tt
5'$
B
Td
E
26
28
26
T-0'
E
27
2]
2]
27
4-T
F
29
29
29
19
1 3
5'-T
B
6'-T
E
28
26
26
26
W.- EXPOSURE
B
24
11'-T
B
20
23
24
25
14'<-
B
22
21
25
27
t0
J
27-0'
B
14-T
A
19
21
23
24
14-11'
B
21
22
24
25
17-10"
C
22
24
25
26
LIVE
3.5
14-5'
8
4-S
B
20
21
23
14$
B
21
22
24
25
17.5
C
23
23
25
2fi
LOAD
4
1T-0'
B
4•r
B
21
21
22
24
9
22
22
23
25
117
D
24
11
25
28
ONLY
4 5
15-7•
B
4-7
9
21
21
22
23
14-7
2J
23
35
17$
0
24
24
25
26
5
13-T
B
4.0"
B
21
22
22
23
144'
C
23
23
IS
17-5'
D
25
25
25
26
5.5
17J"
B
S-9'
C
7!
22
22
23
4-4
C
23
23
24
24
24
17-2"
E
26
26
28
26
8
114'
B
F -T
C
23
33
27
23
4-0'
C
24
24
24
24
11'•1+'
E
26
26
26
26
65
14-r
B
F -V
C
23
23
13
23
4d'
D
24
25
25
25
11'$
E
27
21
27
1]
7
7$
B
F -T
D
2/
24
24
24
44'
0
25
25
25
25
25
11'$
E
27
27
27
11
75
4-1"
B
F-1•
D
24
24
24
24
44'
F
D
D
25
25
25
25
11'<'
E
28
28
30
20
S
F-0'
B
1•0"
D
25
15
25
25
25
25
-1T
F-7
E
26
26
26
20
11•-T
F
28
28
28
28
e 5
For
B
r-ir
D
25
25
25
F$
E
28
26
28
26
11'-0'
F
28
28
28
28
g
T$
8
1-9"
D
25
25
25
M
26
F -S
E
26
26
26
26
14-10"
F
29
29
29
29
9.5
T•T
B
T$
E
26
26
26
F-1•
E
27
21
27
21
10-7
F
29
29
2929
10
6'.7
BT
-5
E
26
26
26
26
Tb'
E
21
27
27
21
14-T
F
30
30
30
all
11
6'-7
B
74'a
28
26
26
26
26
26
6-11•
E
27
27
27
27
4 r
F
70
30
30
3D
12
S$
•
B
FS
F-1'
E
E
26
28
26
m
26
9-V
E
27
27
27
27
4d
I F
30
t 30
JO
3D
ICC ESR 1953 (2009 IBC) 1215/2011
GROUNDI
90 MPH
EXPOSURE
C
a 105 MPH
EXPOSURE
B
21
MAX POST LENGTH
MAX
11'4'
MN(POST IENGTH
SNOW
WB)TN
SPACIN
REDO POST MIN
17J'
C
24
25
21
28
10
3
17S
B
4-S
a
21
13
21
26
14-5
B
22
21
26
27
(FT)
c
25
75
z 1
20
LIVE
3.5
14-5
9
4-+'
B
22
23
24
m
14-1'
a
D
24
zs
27
17-10"
D
25
25
21
28
LOAD
4
17-0'
B
8'-7
B
23
23
24
25
4A•
C
23
24
25
21
17-5
D
211
26
26
28
ONLY
4.5
15'-1'
B
F$
B
23
23
2d
25
4-0'
C
24
24
25
27
17.1'
D
2]
27
21
28
5
1T -T
B
F•f
C
24
24
24
25
F -T
C
25
25
252S
21
11'-9•
F
24
24
24
25
8
17.4'
B
W.I.
C
24
24
21
25
4-0-
D
25
TS
2526
24
11'$
E
21
17
21
2B
5.5
4'4
B
T-11"
D
26
25
25
25
F-10"
D
26
26
26
26
11'-T
E
28
28
18
m
6
11'J'
B
T-7
D
26
26
26
26
TF -0'0
26
2fi
28
26
11'4T
E
29
19
29
29
6.5
i0" -S
B
6$
E
26
26
26
26
F$
E
21
11
27
2]
11740"
E
29
29
n
29
7
44r
B
T -r
D
2fi
26
26
26T7
F -r
E
23
71
27
27
14-8'
F
30
30
w
30
75
4.1'
B
T$
D
M
27
27
27
F-3'
E
28
28
28
21
14$
F
70
30
30
30
6
F$
B
T -S
D
27
27
27
27
F-1'
E
28
2B
28
28
14-0•
F
31
31
31
31
BS
F-0"
B
T -T
E
27
23
28
n
T-7
E
28
28
TB
28
14-T
F
31
31
31
31
9
rr
B
T -T
E
28
28
28
ZB
28
T -S
E
28
28
28
28
144'
F
32
>2
>2
32
95
r•T
B
F -t t"
E
E
?d
18
28
28
28
T-1'
E
29
29
29
29
4$
F
>Z
72
32
31
10
6'-7
B
6-0'
E
28
28
28
28
6'$
E
29
29
29
29
44'
F
32
32
31
3.1
it
6'-T
B
6'-7
20
28
28
28
F•t'
E
29
29
M
29
8-S
F
33
31
31
32
12
Sd
B
S-7
E
28
28
28
28
S$
E
29
29
29
29
T -1l'
F
32
v
32
32
13
5'-2'
B
S -S
E
ICC ESR 1953 (2009 IBC) 1215/2011
GROUNDI
TRIO
POST
POST YAX
14-2'
MA% POST LENGTH
MAX
21
MAX POST LENGTH
MAX
11'4'
MN(POST IENGTH
SNOW
WB)TN
SPACIN
REDO POST MIN
FOOTE
F I 10' 17
POST
MINJW.
F I 1T I 17
POST MIN
35
LOAD
!Fn
ON SUB
FOR SPACIN POST
512E
OONSTRAINEOFOOTE
PACT
POSTCONSTRAIRDFOOTE
14.11•
PACI POST
SITE
fAN6MNEO018Fl
11
25
(FT)
SLAB 0=i TYPE
'd
Y 'd 'd
(F71
TYPEV'dIPT)
4
T-11
d
W.S.
0
11
27
"
24
IV -6'D
InI Iln) f )
22
Inl
(nl Inl Inl
30
39'-0•
a
14-2'
C
19
21
23
24
11'4'
C
20
23
2l
25
13'A'
D
21
23
25
26
35
6•-T
B
4.7
C
20
21
23
21
14.11•
0
21
22
11
25
17-1'
E
22
23
25
26
4
T-11
B
W.S.
0
11
27
"
24
IV -6'D
21
22
2/
25
1T-6
E
27
23
24
26
4.5
6J'
B
9-r
D
21
21
22
23
"'-7E
22
22
23
25
174'
E
23
23
24
21
5
S-0"
B
B'-7
0
22
22
22
23
4-r
E
12
22
23
21
11'-r
F
2424
2d
25
5.5
4-T
B
T -r
E
22
22
22
23
F-11'
E
22
22
23
21
tt'-T
F
24
24
24
25
8
1'.7
0
T•7
E
22
22
22
23
8-
E
23
23
23
24
14.11'
F
25
25
25
25
BS
4'4
a
T -T
E
22
22
22
23
T-10"
E
23
23
13
23
m -r
F
25
K
25
15
7
f-1•
B
6'-11'
E
22
22
22
22
r,E
23
23
23
27
144•
F
26
25
252
I'S
7-S
B
6$
E
22
22
22
12
4-11•
E
23
23
23
23
4$
F
25
25
25
25
e
T$
0
4-2-
E
23
23
23
23
F -r
E
23
23
23
Z3
4-1•
F
26
26
26
26
8.5
34'
B
5.11'
E
M
23
23
23
6'3
E
23
P
23
23
F$
F
26
26
M
26
9
74'
B
S-0'
E
2323
23
23
S-1 t'
E
23
23
23
23
r -T
F
26
26
26
28
9 5
74•
B
S$
E
L.23
23
23
23
5'$
E
23
23
23
23
T -t r
F
28
26
26
26
Page 55 of 101
pt
CSV
L-QU
2"x6" Flat Panel (Multispan) Amefimax!61�1di
SOLID COVERS 4.0 PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES FOR HIGH WINDS 2 5" x 12" Mark X (M Itis an Ground Panel Wind Speed and Exposure 5208,Tennyson
3.5"x12" Super 12 Multispan) Exp B Exposure C
2.5'x6" Super Six (Multispan) Exposure C Snow Load Gauge110 PIa4, Tex s 7 4
Ground Panel Wind Speed and Exposure Ground Panel Wind
B Speed an
Ce S orw Load Gauge E Pf g Speed and Exposure in 110 100 105 .. ;?
Exposure C Snow Load Gauge Exp in) 110 100 105 110 (psf ( ) 7-10" 7'-6"
Snow Load Gauge Exp B sf in 110 100 105 110 (Psf y_g" 10 0.018 8' 11" S 3 10 0„ g'-7" art
( st) in 110 100 105 110 P ) ( r, 10 0.018 6' 9" 6' 3" 6' 0" LIVE 0.024 11'-5" 10 6"
T 9" 7,_5., 7, 0.• 1 p 0.018 6' 3' 6„ y _1 ^ 4,_g„ 7•_g" 13 p" 12' 7„ 12,_2„ 1 IvYII, P1�
10 0.018 D-, 0.032 13'-8" L chbur ; Y4S'0
LIVE 0.024 0.032 12'_5„ 11.6„ 10'-11" 10'-5' 0.036 14'-3" 13' 6" 13'•1" 12'_8",
0.024 10 3" 8' 7" LIVE 0.032 14' 4" 3' 3" 2 �" 18' 11 LIVE 0.024 9'-3" 8'-7" 8' 43 3 2514, '
0.032 13 1" 12 1" 11 _6" 10'-11" 0.036 16' 5" 15.2 14'_4„ 13 8" 0.036 13.4„ 12'_7„ 11 _11" 11'-5"71'(cd c
0.036 14, 6„ 13' 5" 12'•9" 12, 1„ Y0 0.018 5' 4, 5,�„ 5,_4,. 5. 4,. 20 0.018 8'_2,. 82" 7'-0„
LIVE 0.024 10' 5" 1U' S" '0" g, 7„
20 0.018 T-11" 7'-0" 20 0.018 5'-9" 0.032 13'_2" 13'-0" 12' 7" 12' 2,
12' 8" MAXIM1iIU1JrACI DWA6
0.032 10'-7" 10'-7" 10 7" 10 5" 0.036 13'-8" 13'•6" 13' 1" FOR PANELMEADER
LIVE 0.024 g._6„ g,-0., g,_0,• 8.7 LIVE o.0240.032 3' 3' 3' 3„ 2. �„ 18, 11., LIVE 0.024 7.7.. 7 7' 7'-7" 7.7 6 4 6, 1„
0.032 12'-0" 12'-0" 11'-6" 10''11" 0.036 14'-11" 14'-11" 14'-4" 'IT -8" 0.036 11'-7" 11'-7" 11'-7" 11'-5" 25 0018 6'-11" 6'•8" Panel S
0.036 13'-2" 13 2" 12' 9" 12'-1" 0.024 B' 11" 8' 6" 8' 2" T 10"
0.032 11'-4" 10 10 10' 5' 10'-1' Headers Gaug
25 0.024 7'-8" 7'-3" 6'•11" 6'-T' 0.024 6'-3" 5'-11" 5'-7" 5' 4° (in f
0.018 6' 9" 6' S" 6' 2" 5' 11" 25 0.018 3' 4" 3'-2" 2' 10" 2' 8"
25 0.018 3, 5., 3. 3,. 3•.p„ 2' 1
0.024 8'-2" 7'-9" 7'-6" T-3" 0.032 8' 10 8'-5" 8' 0" 7, 8„ 0.036 12.4" 11•_11" 11 6" 5' 11„ Dble 2x6.625 0.018
0.032 10'-3" 0.032 11 _2" 10' 8" 10 2„ 9'-10" 0.036 9' 8" 9' 3" B' g" 8_y.,
0.018 6' 8" 6'-4" 6' 1" RF Fascia 0.018
0.036 12'-8" 12'_1" 11'_7" 11'_2„ 2' 9" 30 7'-7"
0.036 11'-4" 10'-10" 10'-5" 10'-1" 30 0.016 3'-5" 3'-1" 3'-0" 0.024 '8'-6" 8'-2" T-10" 3x8 0.018
0.024 5'-11" 5'-T' 5' 4" 4'-3"
30 0.018 6'-5" 6'-2" 5' 11 5'-9" 30 0.018 3' 4" 3' 0" 2'-10" 2' 7" 0.032 10 10 10' 5" 10 1" 9' g„ All Others 0.018
0.024 7. g,. 7. 6., 7._3,. 7, 0., 0.024 7' 3" 6' 11" 6' 7" 6' 3..
0.032 10' 8" 10'-2" 9' 10" 9'-5" 0.032 8' S" 8' 0" T-8" 7-4" 0.036 11'-11" 11'-6" 11'-1" 10' 8" Dble 2x6.625 0.024
0.032 9'-10" 9' 5" 9'-1" 0.036 9'-3" 8'-9" 8' S 8-1 RF fascia 0.024
0.036 12' 1" 11'_7„ 11.2„ 10'-9" 0.018 3' 1" 3'-0" 2' 9" 2'-8" 4p 0.018 6' 1" 5 11" 5' 11" 5' S"
0.036 10' 10" 10'-5" 10' 1" 9' g" 0.024 7'-10" 7,'7, 7 7 7 4 3x8 0.024
0.018 5' 11 5, 9., 5, 9., 5•_6 40 0.018 3 _p 2' 10" 2'-7" 2 -0.. 40 0.024 5' 4" 4'-0„ 4' 3„ 4' 1" 0.032 10'_1,. g _g• g'_g" 9' S"
40 0.024 6'-7" 6'-3" 6' 3" 6'-0„ 10'•8" 10'_4" All Others 0.024
0.024 7'-3" 7,-0" T-0" 6'-9" 0.032 T-8" T 4" 7:4' T-1" 0.036 11'-1" 10' 8"
0.032 9'-10" g'-5" 9' S' 9.1 8'-1" T-9" 4'-10" 4'-8" 4'-8" Dble 2x6.625 0.032
0.032 9' 1" 8'-10" 8'-6" 0.036 8'-5" 8'-1" 60 0.018 4'-11" RF Fascia 0.032
0.036 11'-2" 1 p,_g, 1 p' 9" 10, 4„ 0.018 2' 8" 2' 7" 2' 2' 2' p.,
9' 9" 9' S" 0.024
60 0.018 4'-10" 4' 8" 4'-7" 60 0.018 2'-3" 2' 1" 1'-11" 1'-10" 60 0.024 4' 1" 3' 11" 3'-10" 3'-10'
0.024 4'-11" 4'-9" 4'-7" 4'-7" 6'-p" g._0•. g-0" All Others 0.032
0.024 5'-11" 5'-11" 5' 11" 5'-11" 0.032 T-10" T-10" 7'-10" T-10" 0.032
0,036 6'-7" 6'-T 6'-7" 6'-7" TABLE 4.12 Dble 2x6.625 0.036
0.032 7'-5" 7'-5" 7' 5" 7 _y„ 0.036 8'-11' 8.11" 8'-11" TABLE 4.11 RF Fascia 0.036
0036 B' 3" B' 3" 8' 3" V 3" TABLE 4.10 3x8 0.036
TABLE 4.9 NOTE: PANELS MAY OVERHANG 25°/, OF THEIR CLEARSPA
SINGLE SPAN TABLES 2'x6' Flat Panel (Sin le S an sura All Others 0.036
2.5" x 12" Mark X Sin le Span Ground Panel Wind Speed and Expo
3.5"x12" Super 12 (Sin le Span Exposure C
2.5" x6" Super Six Sin le Span g Ex osure C Snow Load Gauge Exp B 105 110 MAX' n
Ground Panel Wind Speed and Exposure Ground Panel Wind Speed nd Exposure Ce S orw L ad Gauge Exp Wind Speed and Exposure I sf in 110 100
Exposure C Snow Load Gauge Exp B P in 110 100 105 0 018 7'•4" 6, g„ 6'_5„ 7,_7.,
Snow Load Gauge Explo in 110 100 105 110 psfl ) 3,�,' 10 8,_2„ 11-_1p'• MAXIMUM ALLOWAB
psf (in 110 100 105 110 (Psf) ( ) 10 0.018 5'-8" 5' 3" 3'-4" LIVE 0.024 11'-5" 10''7" FOR PANEL/HEADEF
10 0.018 2'-5" 2'-1" 1'-10" 1'-8" 14'-0"
79-0" 6'-8" 6,_4„ 13._0„ 12,.7„
10 0.018 6' 11„ 6'-5' 6' 1" 5.10" 0.032 13'_8" 14'-6" Panel 4
0.024 8'-4" T-9" T-4" 7'-0" LIVE 0.024 11'-1" 6'-4" 7.11" T-7" LIVE 0.032 2' S" 11'_7" 11'_0" 10.6" 0.036 14'_3„ 13'_6" 13'•1"
LIVE 0.032 14'-10" 13'-9" 13' 1" 12'-5" 7'-7" Headers Gaug
0.032 13 1„ 12'-2" 11'_6" 11'-0" 0.036 13'_4" 12'-7" 11-11 11 5" 20 0.018 T-4" 6' 9" 6 -5 (in f
0.036 14' 6" 13.5" 12'-g" 12'_2" 0.036 16' 6" 15.4" 14'-7" 13.10„ 11'-10"
20 0.018 5' 8" y 3.. 3,_4„ 3.4• 10,_7„ 8.2•
g�_4° LIVE 0.024 11'-5" 12' 7" 13.2" Dble 2x6.625 0.018
20 0.018 6 11 6'-5" 6'-1" 5.10" 20 0.024 1'-10" 1'-8" LIVE 0.024 T-6" T-0" 6''8" 0.032 13'_2„ 13 0" RF Fascia 0,018 1,
LIVE 0.024 8' 4" 7'-9" 7'-4" 7'-0" LIVE 0.024 11'_1„ B' 4" 7'-11" 7'--5 0.032 12.5„ 11'_7„ 11'_0 10.6 3x8 0.018
0.032 14'-5" 13'-9" 13.1„ 12' 5" 0.036 12 11° 12-11" 12' 11" 12'-11"
0.032 13 1" 12'-2" 11'_6" 11'-0" 0.036 11'_7" 11'_7„ 11'_7 11 _5 25 0.018 T 4" 6'-9" 6'-5" 7' 7"
0.036 15' 4" 15' 4" 14'-7" 13'-10" 10'-10" All Others 0.018
510 24
0.036 14 6" 13' S" 12,_9., 12, 2" 25 0.018 y, 8.. y _3•• 3' 4" 3' 4' 0.024 10'-10 10'-4.. 8, 2„
10" 25 0.024 0' 8" 7'11' 1710" 5_$" 0.024 T-6" T 0" 6,'8„ B_4 0.032 11'-11" 11'-7" 11 3„ 11'-11" DbRF Fascia 0.024
0.024 8'-4" T-9" 7'-4" 7'-0" 0.032 11 _2„ 10_10" 10-3" T-0" 0.036 11,7„ 11'_2„ 10'9" 11' 7"
0.032 12.4„ 11_10" 11'_5„ 11'_0" 7' 3• 7'-0"7'-4' 3x8 0.024
IT -11- 12'_2„ 11'_6" 11'_0„ 0.036 30 0.018 7-i-
0,032 6' g" 6 -5 Ail Others 0.024
0.036 13,_2" 12,_79 12'_2" 11 _8" 0.024
0.036 14' 6" 13'-5" 12'-g" 12''2" 0.018 5'-8" 5' 3" 3' 4" 3 4 Dble 2x6.625 0.032
0.024 T-6" 7,_0., 6'-8" 6.4
30 0.018 6' 11 6'-5" 6' 1" �AX, 30 0 024 8'-6" 7--C)" 1710" 5-4"0.032 11'-7' 11 _7' RF Fascia 0.032
0.024 8'-4" T-9" T-4" 0.032 10'-10" 10'_7„ 9,-0,, 8.7,. 0.036 11'-2" 10' g" g, 2„ 3x8 0.032
0.032 11'-10" 11'_5„ 11'_0" 10 _7' 0.036 8'-1" T-6"
0.032 13' 1 12'-2" 11 _6" 11 0" 0.036 12'_7" 12.2" 11,_8" 11-4-
12%
1,_4„ 4p 0.018 6'-11' 6, g„ All Others 0.032
40 0.018 5 8" y' 3„ 3•_4• 3.4 8 _g„ 8' 1" g, 0.•
0.036 14'-6" 13'-5" 12'-9" 12' 2" 6' 8" 6' 4" 0.024 8'-9" Dble 2x6.625 0.03E
40 0.018 2'
40 0.018 6'-11' 6'-5" 6'-1" 5' 10 0.024 7'
0.024 8'_4^ 7,_g., 7, 7'-0"
12'-2" 11._6" 11,_0„ 0.032 11'_0„ 10,_7" 10,_7" 9'-0" 6'-9" 6'-7" g_1^ 5'-11" "0'-3'• 3x8 0.031
0.032 12'-S" 0.036 T-6" T-3" 60 0.018 6'3" All Others 0.031
0.036 13'-6" 13'-1"
0.024 7,_0'• g_10" 6'-8" 6.-4„ 0.032 g'_5„ g,_2„ g,_0.,
3'-
60 0.01 B 6' 11 0.024 6' 1" 5, 9" 1516' S 86„8' 6"
0.024 8' 4" 7'-9" 7'-4" T-0" 0.032 8'-4" 8'_2•• 8'-0" 8' O,. 0.036 g'-0, 8--3--8,_1,.
0.032 9'-0" 8'-9" 8'-7 8-7 TABLE 4.16
0.032 10 _5 10•_5„ 10.5 10.5" 0.036 9' 7" 9-4" 9'-2" 6' 3" 6 4.15
0.036 11 11'-1" 11'-1" 11''1" TABLE 4.14
LE 4.13
AREAS
4'k3" I Beam (Detail Y) 'W I Beam (Detail Q
TABLE 5.1 Attached Freestanding Or I I Attached Freestanding or
Ct.•.a•,re \A.,Iti... n I ]nit,
GROCND
TRIG
POS'
POST
MAX
V V
V V
tAAX POST LENGTH
MAX
28
14'11"
MAX POST LENGTH
5NU'vV
WIDIH
SPAGIV;i
HF OD
POST
MIN
IOUIE
8' I 12' I 18
POST
MIN
rOOTE
8' 1 12' I 18'
LOAD
(FTI
ON SLAB
FOR
SPACIN
POST
SIZE
CONSTRAWED FOOTER
SPACING
POST
SIZE
CONSTRAINED FOOTE
:. PsF)
B
(FT(
�w
.E.
TYPE
-d"
`J` `d' 'd'
(FT)
TYPE
W
.A
45
11
21
7'S"
.�
��.A
0n) bn) en)
23
23
25►
L01 DnI
23
25
28
A
24
2
b'-8"
A
d►
8
19
24
22
26
�~
��i►,
24
26
27
31
fir►
5'•2'
A
6'-4'
26
76
19
22
26
12'-0"
8
26
29
27
•�_
6
4'-9"
A
5'-11"
B
19
19
22
C
27
27
24
24
�.
30
C
27
27
A
5'8"
B
20
217
28
28
10'-B"
•�
.��c
24
26
28
28
74'
1"
A
5'2"
B
28
28
21
25
9'-i t"
D
24
29
29._�
30
�•C
3'-9`
A
30
30
20
•�
'_..�c
25
9'-c
30
30
24
28
2B
6
3'-6"
A
4'7"
B
20
20
21
A
23
D
24
•�
25
•
8.5
3'd"
A
4'4"
•�
20
E
21
A
21
27
F
►�
25
�•
0
25
27
10
•�
20
�.
21
B
26
26
2o
25
25
79
B
27
A 1
3-11 1
B 1
20 1
�•
20
25
7.8'-
D
25
•�
25
28
90 MPH
28
28
29
•-
c
28
28
29c
30
3
29
29
29
B
21
23
26
30
20
20
23
27
30
34
3.5
7'6"
A
9'1"
B
21
23
26
c
30
30o
24
2130
�.
4
8'-6'
A
8'2"
.
21
�_.c
25
29
31
C
25
27
30
34
4.5
5'-1C"
A
7-V
B
21
22
25
29
3
13
33
4
30
34
0
5'-3'
33
6'-10"
D
22
22
24
29
12'2"
C
26
26
29
34
B
21
A
28
B
22
22
24
C
12
D
21
27
19
33
B
4' -'
A
5.11"
C
77
22
24
28
23
D
28
27
29
33
6.5
4'.0'
A
5'45"
C
22
22
23
c
24
O
27
27
29
33
c
25
A
27
C
22
22
23
26
ZIT
D
27
27
28
32
7.5
3'-6'
A
17
C
22
22
23
D
26
D
27
27
28
32
8
3'•3"
A
4'7"
C
22
22
23
D
21
D
27
28
28
32
D
27
A
27
C
22
22
23
D
27
D
27
28
28
31
9
17
A
21
C
22
22
22
27
27
D
27
28
28
31
D
27
A
3-t1"
C
22
221
22
D
27
D28
2B
4'k3" I Beam (Detail Y) 'W I Beam (Detail Q
TABLE 5.1 Attached Freestanding Or I I Attached Freestanding or
Ct.•.a•,re \A.,Iti... n I ]nit,
GROCND
TRIG
POS'
POST
MAX
V V
V V
tAAX POST LENGTH
MAX
28
14'11"
MAX POST LENGTH
5NU'vV
WIDIH
SPAGIV;i
HF OD
POST
MIN
IOUIE
8' I 12' I 18
POST
MIN
rOOTE
8' 1 12' I 18'
LOAD
(FTI
ON SLAB
FOR
SPACIN
POST
SIZE
CONSTRAWED FOOTER
SPACING
POST
SIZE
CONSTRAINED FOOTE
:. PsF)
B
(FT(
SLAB
IFTI
TYPE
-d"
`J` `d' 'd'
(FT)
TYPE
'd'
'd" 'd"
45
8.4"
A
7'S"
8
Iln)
0n) bn) en)
23
27
13'-8"
L01 DnI
30
90 MPH EXPGSUHt
3
9-6'
tl
A
102"
B
18
21
24
28
14'11"
C
21
25
28
32
35
8.2'
A
9.1'
B
1D
21
23
21
14'-5'
C
22
75
28
32
4
7'. 1"
A
0.2"
B
19
20
23
27
13'11"
C
23
25
28
32
45
8.4"
A
7'S"
8
19
20
23
27
13'-8"
C
23
25
28
31
-
b'-8"
A
6'-12"
8
19
20
22
26
12'-10"
C
24
26
27
31
5.5
5'•2'
A
6'-4'
- B
19
19
22
26
12'-0"
C
24
24
27
31
6
4'-9"
A
5'-11"
B
19
19
22
2e
11'-2"
C
24
24
27
30
66
a'.4"
A
5'8"
B
20
217
21
28
10'-B"
D
24
24
26
30
74'
1"
A
5'2"
B
20
20
21
25
9'-i t"
D
24
24
20
30
7.5
3'-9`
A
4-10"
B
20
20
21
25
9'-c
D
24
24
28
2B
6
3'-6"
A
4'7"
B
20
20
21
25
8.11"
D
24
24
25
29
8.5
3'd"
A
4'4"
8
20
20
21
25
8'S"
D
25
25
25
29
0
3' 2'
A
4'-2
B
20
20
21
25
8'-1'
D
25
25
25
79
9.5 1
3'-0' 1
A 1
3-11 1
B 1
20 1
20
20
25
7.8'-
D
25
25
25
28
90 MPH
EXPOSI:RE
C
30
3
8'-9'
A
10'-D"
B
21
23
26
30
13.10"
C
23
27
30
34
3.5
7'6"
A
9'1"
B
21
23
26
30
13'-4"
C
24
2130
34
4
8'-6'
A
8'2"
B
21
22
25
29
12-11"
C
25
27
30
34
4.5
5'-1C"
A
7-V
B
21
22
25
29
12'•0-
C
Zb
27
30
34
5
5'-3'
A
6'-10"
D
22
22
24
29
12'2"
C
26
26
29
34
5.5
4'-9'
A
8'4"
B
22
22
24
28
11,11"
D
27
27
19
33
B
4' -'
A
5.11"
C
77
22
24
28
11'2"
D
27
27
29
33
6.5
4'.0'
A
5'45"
C
22
22
23
28
10.0"
O
27
27
29
33
7
3'q"
A
3'2"
C
22
22
23
26
9.11"
D
27
27
28
32
7.5
3'-6'
A
4'.10"
C
22
22
23
27
9'•4"
D
27
27
28
32
8
3'•3"
A
4'7"
C
22
22
23
27
8'11'
D
28
28
28
32
8.5
3'-1'
A
4' 4"
C
22
22
23
27
M1' S"
D
28
28
28
31
9
2.11'
A
4'2"
C
22
22
22
27
8'-1"
D
28
28
28
31
0.5
2'0'
A
3-t1"
C
22
221
22
t 27
7'8"
D28
2B
28
31
90 MPH
EXPOSURE
C
40
3
7'-2'
A
8'43"
B
20
22
25
29
13-10'
C
23
21
30
34
3.5
e'•1'
A
1-7-
B
20
22
26
29
13'-4"
C
24
27
30
34
4
5'-4-
A
6'•10"
B
20
21
24
29
12 �9-
D
25
77
3C
34
4.5
4'-9'
A
e'2"
8
20
21
24
28
11'•8"
D
25
26
29
33
5
t'.3-
A
5'8"
B
20
21
24
28
10'•9"
D
75
26
29
33
5.5
3'•11'
A
S-2'
B
20
20
23
28
100"
D
25
25
28
32
6
3'-7-
A
4'-10"
C
20
20
23
27
9'-3'
D
25
25
28
32
8.5
T-3-
A
4'-6"
C
21
21
23
27
8-8:
D
26
26
27
32
7
3'-0'
A
4'3"
C
71
21
22
27
8'-:
D
26
26
27
31
7.5
2-10-
A
4'-0-
c
21
21
22
21
7.8'
D
26
26
27
31
8
2'-8'
A
3'•Q
C
21
21
22
27
7.4
D
28
26
27
31
85
2'8"
A
3-8"
C
21
21
22
27
6.11"
D
28
26
28
30
9
2'd'
A
1 3'-4"
1 C
21
1 21
22
1 26
6' 7"
D
28
j 26
2e
1 30
90 MPH
EXPOSURE
8
40
3
7'-2'
A
611"
a
17
21
23
27
14-11'
C
21
25
28
32
35
6'-2"
A
7-7"
B
18
20
2327
11'-V
C
22
25
28
32
4
S'.5'
A
8'-10"
B
18
20
22
26
12'.9"
C
22
24
27
31
45
4'•9"
A
8'2"
B
18
t0
22
28
11'•8-
D
22
24
21
31
5
4'-4'
A
5.
•B"
B
18
t 9
22
26
10'-9"
D
22
24
28
30
55
3.11"
A
5,-2"
B
18
19
21
25
10' 0"
0
22
23
26
30
6
3'7'
A
4'-t0'
C
18
t8
21
25
9--3"
D
22
23
26
29
66
3'4"
A
4'6'
C
16
18
2/
25
8-8'
D
23
23
25
20
7
3'•t
A
4'•3'
C
18
18
21
25
6'-2"
n
73
23
25
29
75
7•+0"
A
4'-0'
C
18
10
20
25
7-8"
D
23
23
26
28
a2'-8'
A
3'9'
C
18
16
20
24
7'-0'
D
23
23
24
28
85
2'-6
A
343"
C
18
18
20
24
8-11"
D
2323
24
28
9
2'•4'
A
3'4'
C
18
16
20
24
0.7'-
D
23
23
24
28
Page 28 of 59
JUN 2 J 2017
ICC -ES Evaluation Report E5R-139tS1J
Reissued May 1, 2013
This report is subject to renewal June 1, 2014.
www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council`'
DIVISION: 10 00 00—SPECIALTIES
Section: 10 73 00—Protective Covers
REPORT HOLDER:
AMERIMAX BUILDING PRODUCTS, INC.
5208 TENNYSON PARKWAY, SUITE 100
PLANO, TEXAS 75024
(469) 366-3273
www.amerimaxbp.com
rwilsonP-amerimaxbp.com
EVALUATION SUBJECT:
AMERIMAX BUILDING PRODUCTS—FREESTANDING
AND ATTACHED PATIO COVERS, CARPORTS AND
COMMERCIAL STRUCTURES
1.0 EVALUATION SCOPE
Compliance with the following codes:
■ 2009 and 2006 International Building Code® (IBC)
■ 2009 and 2006 International Residential Code® (IRC)
Property evaluated:
Structural
2.0 USES
The Amerimax freestanding and attached patio covers
described in this report comply with Appendix I of the IBC
and Appendix H of the IRC. Freestanding and attached
carports and commercial structures are used as covers
where permitted by the applicable chapters of the IBC.
3.0 DESCRIPTION
3.1 General:
The freestanding and attached patio covers, carports and
commercial structures must be constructed according
to the plans accompanying this report and as indicated
in this report. The walls must be unenclosed on three sides
for attached patio covers, and on four sides for
freestanding patio covers, carports and commercial
structures. These �roducts are marketed under the trade
name Alumawood .
3.2 Materials:
3.2.1 Aluminum: The aluminum members are roll -
formed and extruded shapes of various alloys and
tempers, complying with Chapter 20 of the IBC and as
specified in the plans accompanying this report.
3.2.2 Steel: The steel members are formed from various
grades of galvanized steel complying with ASTM A 653
and having a minimum galvanized coating designation as
specified in the plans accompanying this report.
3.2.3 Foam Plastic Core Sandwich Panels: Sandwich
panels used with the Amerimax products to form patio
covers must be recognized in a current ICC -ES evaluation
report for the end use specified in the plans accompanying
this report. Installation of sandwich panels must be in
accordance with the sandwich panel evaluation report.
4.0 DESIGN AND INSTALLATION
The design and installation of the patio covers, carports
and commercial structures described in this report must be
in accordance with this report and with the accompanying
plans dated October 11, 2011 (for the 2009 IBC/IRC), and
June 1, 2010 (for the 2006 IBC/IRC), as referenced in
Tables 1 and 2.
5.0 CONDITIONS OF USE
The Amerimax Building Products Patio Covers, Carports
and Commercial Structures described in this report comply
with, or are suitable alternatives to what is specified in,
those codes listed in Section 1.0 of this report, subject to
the following conditions:
5.1 Construction of the patio covers, carports and
commercial structures must comply with this report
and with the accompanying plans dated October 11,
2011 (for the 2009 IBC/IRC), or June 1, 2010 (for the
2006 IBC/IRC), as referenced in Tables 1 and 2.
5.2 Patio covers are limited to use as structures regulated
under Appendix I of the IBC or Appendix H of the IRC.
5.3 Carports and commercial structures are limited to use
as structures regulated by the applicable chapters of
the IBC.
5.4 Any unit built in an area with a flat roof snow load
greater than 30 psf in Seismic Design Categories A,
B, C, D, D0, D1, D2, E, or F, and not complying with
Exception 1 of IBC Section 1613.1, is outside the
scope of this report.
5.5 Patio covers, carports and commercial structures
installed in geographical areas cited in Section 6.5.7.1
of ASCE 7-05 are outside the scope of this report.
5.6 Effects of sliding snow described in Section 7.9 of
ASCE 7-05 are outside the scope of this report.
5.7 The minimum live load for patio covers must be 10 psf
(47.88 Pa). The minimum live load for carports or
commercial structures must be 20 psf (95.76 Pa).
ICC -ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed
as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as
to any finding or other matter in this report, or as to any product covered by the report.
copyright ® 2013
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Page 1 of 3
ESR -1398P I Most Widely Accepted and Trusted Page 2 of 3
5.8 For attached patio cover structures, the mean roof
height of the structure to which the patio cover is
attached must not exceed 30 feet (9.1 m).
5.9 For attached units, the loads that are to be resisted by
the structures to which the patios, carports and
commercial structures are attached, as applicable,
are provided in the accompanying plans. The
adequacy of the structures that support the additional
loading from the attached units must be justified, by a
registered design professional, when required by the
jurisdiction where the project is located, and the
justification is subject to the approval of the code
official.
6.0 EVIDENCE SUBMITTED
Data in accordance with the ICC -ES Acceptance Criteria
for Patio Covers (AC340), dated October 2010.
7.0 IDENTIFICATION
Each structure bears a permanent decal or identifying tag
stating allowable roof live/snow load, design wind speed
and exposure, name of manufacturer, and the ICC -ES
evaluation report number (ESR -1398P).
TABLE 1—PLANS (DATED OCTOBER 11, 2011) FOR AMERIMAX BUILDING PRODUCTS PATIO COVERS, CARPORTS,
AND COMMERCIAL STRUCTURE ENGINEERING (FOR 2009 IBC/IRC)
DRAWING
PAGES
SECTION DESCRIPTION
1
TABLE OF CONTENTS
1
PROFESSIONAL ENGINEERING STAMPS
GN01-2009 GN02-2009
2
GENERAL NOTES
SC01-2009
1
SOLID PANEL STRUCTURAL CONFIGURATIONS
SCO2-2009
1
ALUMAWOOD STRUCTURAL CONFIGURATIONS
Lattice Cover Components and Connection Details
1
LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
4
LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND
COMMERCIAL STRUCTURS IN 90 MPH WIND AREAS
4
LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND
COMMERCIAL STRUCTURES IN HIGH WIND AREAS
LT01-2009 LT02-2009
LT03-2009
3
COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES
Solid Cover Components and Connection Details
2
SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL
AND PATIO STRUCTURES
10
SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND
COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS
10
SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND
COMMERCIAL STRUCTURES IN HIGH WIND AREAS
NP01-2009 NP02-2009
NP03-2009 NP04-2009
4
COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORT PATIO STRUCTURES
CD01-2009 CD02-2009
CD03-2009 CD04-2009
CD05-2009 CD06-2009
CD07-2009 CD08-2009
CD09-2009
9
COMPONENT PARTS AND CONNECTION DETAILS
Miscellaneous
M1-2009
1
MISCELLANEOUS DETAILS
M2-2009
1
MISCELLANEOUS DETAILS (FAN BEAM DETAILS)
M3-2009
1
7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
M4-2009
1
7.0 FOOTING AND SLAB ATTACHMENT TABLES
M5-2009
1
7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
M6-2009
1
7.0 FORCES ON EXISTING BUILDING
M7-2009
1
STRUCTURAL PROPERTIES OF BEAMS, FASCIA, PANELS AND RAFTERS FOR USE BY DESIGN
PROFESSIONALS
M8-2009
1
CONCRETE SLAB REQUIREMENTS FOR CONSTRAINED FOOTINGS
ESR -1398P I Most Widely Accepted and Trusted Page 3 of 3
TABLE 2—PLANS (DATED D COMMERCIAL STTRUCnTURIMAX BUILDING PRODUCTS PATIO E ENGINEERING FOR 2006 IBC/IRC) OVES, CARPORTS,
DRAWING
PAGES
SECTION DESCRIPTION
GN01-2006. DWG
GN02-2006.DWG
4
GENERAL NOTES AND STRUCTURAL CONFIGURATIONS
SC01-2006.DWG
SCO2-2006. DWG
Lattice Cover Components and Connection Details
1
LATTICE 1.0 RAFTER SPANS FOR COMMERCIAL AND PATIO STRUCTURES
LATTICE 2.0 POST SPACINGS FOR LATTICE PATIO AND
4
COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS
LATTICE 3.0 POST SPACINGS FOR LATTICE PATIO AND
4
COMMERCIAL STRUCTURES IN HIGH WIND AREAS
LT01.DWG LT02.DWG
3
COMPONENT PARTS AND CONNECTION DETAILS FOR LATTICE STRUCTURES
LT03. DWG
Solid Cover Components and Connection Details
SOLID COVER 4.0 PANEL SPANS FOR COMMERCIAL
2
AND PATIO STRUCTURES
SOLID COVER 5.0 POST SPACINGS FOR LATTICE PATIO AND
10
COMMERCIAL STRUCTURES IN 90 MPH WIND AREAS
SOLID COVER 6.0 POST SPACINGS FOR LATTICE PATIO AND
10
COMMERCIAL STRUCTURES IN HIGH WIND AREAS
NP0I.DWG NP02.DWG
MP03.DWG
4
COMPONENT PARTS AND CONNECTION DETAILS FOR NEWPORTS
MP04.DWG
CD01-2006.DWG
CD02-2006.DWG
CD03-2006.DWG
CD04-2006.DWG
CD05-2006.DWG
9
COMPONENT PARTS AND CONNECTION DETAILS
CD06-2006.DWG
CD07-2006.DWG
CD08-2006.DWG
CD09-2006.DWG
Miscellaneous
M1-2006.DWG 1 MISCELLANEOUS DETAILS
M2-2006.DWG 1 FAN BEAM DETAILS
M3 1 7.0 POST AND FASTENER REQUIREMENTS FOR ALL STRUCTURES
M4 1 7.0 FOOTING AND SLAB ATTACHMENT TABLES
M5 1 7.0 REQUIREMENTS FOR SURFACE MOUNTED POSTS ON CONCRETE SLABS OR FOOTINGS
M6 1 7.0 LOADS ON EXISTING BUILDING
M7 1 DESIGN PROPERTIES OF ALUMINUM AND STEEL BEAMS, HEADERS, AND SOLID PANELS
2) DI Sol 2). IC852
FILE