2014, 04-25 Permit App: BLD-2014-0892 Deck CoverCommunity Development Department (Staff Use Only
Permit Center
11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER:
LTTyore Spokane Valley, WA 99206
Tel: (509) 720-2540 PERMIT FEE:
AL
- N�lley Fax: (509) 688-0037
iermitcenter(c0spokanevalley. or
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
❑ NEW CONSTRUCTION ❑ ADDITION/ REMODEL M .q,�
❑ DECK ❑OTHER �,{ 4 --
SITE ADDRESS•I f -
'E S
ASSESSORS PARCEL NO.: LEGAL DESCR PTION: -
BUILDING OWNER NAME:
NAME: bCC�CQ2.��5 t�
ADDRESS: \
CITY: STATE:
PHONE: FAX: CELL: �6�— 443SA
CONTACT NAME:
PHONE: FAX: CELL:
CONTRACTOR NAME: (ZE>W%og Awc-�.;0C�
MAILING ADDRESS:
CITY: nQ STATE: (A A ZIP: 9S alg
PHONE: -02� d� FAX: - 33�y CELL: 959.--3;-741a
LUN 1 KAG I UK LIGEIVSE IVU.: �� T�Sp,_,� EXFsYRES: ��I��IC( CITY BUSINESS LICENSE NO.: Z' �apyg E yya
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak:
Dimensions:
No. of Stories:
Total Habitable
N Lk
N
Space:
Main Flodir SQ FT:
Upper Floor SQ FT:
Unfinished Basement SQ
Finished Basemee% SQ
Ilk
lu
FT:
FT:
Garage SQ FT:
Deck/Covered Patio SQ
Impervious SurfAce
301% Slopes on
R
FT: 1 w
Area: K) p
•'C
Property: Pik
No. of Bedrooms:
Construction Type:
Heat Source:
I Sewer or Septic: Mik _j
TOTAL COST OF PROJECT: $ 5 pip • 0 p
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 Vaiiey ueveiopmenr code. keferenced codes are avaiiabie for review at the City of Spokane Vaiiey 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 requirw7o be sqjuptged and_,sd�sequently approved before this application can be processed.
nature Date:
Updated 1-11-11 Page 1 of 1
C:\Users\Rick\Downloads\Res—Permit.doc
Figure 30. Stair Guard Requirements
6-o" maximum
between posts
stair guard is required
for stairs with a total
rise of 30'or more; see
GUARD REQUIREMENTS
for more information
stair guard height: -
34"min. measured
from nosing of step
openings for required guards' Triangular opening
on the sides of stair treads shall not permit
shall not allow a sphere 4-3/8' the passage of a 6"
to pass diameter sphere.
STAIR HANDRAIL REQUIREMENTS
All stairs with 4 or more risers shall have a handrail on at
least one side (see Figure 32A) [R311.7.7]. The handrail
height measured vertically from the sloped plane adjoining
the tread nosing shall be not less than 34 inches and not
more than 38 inches (see Figure 30) [R311.7.7.1]. Handrails
shall be graspable and shall be composed of decay -resistant
and/or corrosion resistant material. Handrails shall be Type
I, Type II, or provide equivalent graspability (see Figure 32B).
Type I shall have a perimeter dimension of at least 4"and
not greater than 6-1/4" Type II rails with a perimeter greater
Figure 32A. Handrail Mounting Examples
fasten handrails per manufacturer recommendations
11/2"min+ +—
1 3/4"mint _
11 3/4'min
` 2x blocking
1 1/2"minim- 1 1/2"min
34'-38'to nosing
of stairs, typical
wall
�- corrosion -resistant
—guard post handrail hardware
MOUNTED TO GUARD MOUNTEDTOWALL
-19-
Figure 31. Stair Stringer Attachment Detail
rim joist or—
outside joist
sloped joist hanger,-/
minimum download
capacity of 625 lbs;
see JOIST HANGERS
for more requirements
ATTACHMENTWITH HANGERS
than 6-1/4'shall provide a graspable finger recess area on
both smooth surface with no sharp corners. Handrails shall
run continuously from a point directly over the lowest riser
to a point directly over the highest rise and shall return to
the guard at each end. Handrails may be Interrupted by
guard posts at a turn in the stair [R311.7.7.2].
Figure 32B. Handrail Grip Size
1 1/2'- 2"
21 /4' max.
NONCIRCULAR CIRCULAR
1/2'- 2 3/4"
RECESSED
[R311.7.7.3 Type 11 [R311.7.7.3 Type III
Perimeter: 4"-61/4" Perimeter: >61/4'
STAIR LIGHTING REQUIREMENTS [R303 6]
Stairways serving a required exit shall have a light source lo-
cated at the top landing such that all stairs and landings are
illuminated. The light switch shall be operated from inside
the house. However, motion detected or times switches are
acceptable.
Diagonal Bracing: Provide diagonal bracing both parallel
and perpendicular to the beam at each post as shown in
Figure 22. When parallel to the beam, the bracing shall be
bolted to the post at one end and beam at the other. When
perpendicular to the beam, the bracing shall be bolted to
the post at one end and a joist or blocking between joists at
the other. When a joist does not align with the bracing loca-
tion provide blocking between the adjacent joists. Decks
attached to the house as shown in Figure 23A do not require
diagonal bracing perpendicular to the house. Diagonal
bracing parallel to the house may be omitted at the beam
adjacent to the house for a free-standing deck attached as
shown in Figure 23.
Free-standing Deck - Attachment to House: Attach the
deck rim joist to the existing house exterior wall as shown
in Figure 23 for a free-standing deck. The wall must be
sheathed with minimum 3/8"wood structural panel sheath-
ing. Use lag screws or thru-bolts when fastening to an exist-
ing band joist or wall stud; use expansion anchors or epoxy
Figure 23. Attachment of Free -Standing Deck to House
for Deck Stability
anchors when fastening to concrete or masonry. DO NOT
ATTACH TO BRICKVENEERS. VERIFYTHIS CONDITION IN THE
FIELD PRIOR TO UTILIZING THIS METHOD. Fasteners shall
be 16"on center and staggered in 2 rows for free-standing
decks. Flashing over the rim joist is required and must be
installed in accordance with the flashing provisions in the
LEDGER ATTACHMENT REQUIREMENTS.
Deck Supported by Ledger - Attachment to House:
Where supported by attachment to an exterior wall (Fig-
ures 14, 15, or 16), decks shall be positively anchored to the
primary structure and designed for both vertical and lateral
loads as applicable [R502.2.21. The lateral load connection
required shall be permitted to be in accordance with Figure
23A. Hold down tension devices shall be provided in not
less than two locations per deck, and each device shall have
an allowable stress design capacity of not less than 1,500 Ib
[R502.2.2.31.
Figure 23A. Example of a Lateral Load Device for a
Deck Attached to a House with a Ledger
GUARD REQUIREMENTS when installed according to the manufacturers installation
All decks greater than 30" above grade are required to have instruction, or as approved by the authority having jurisdic-
a guard [R312.1] - one example is shown in Figure 24. Other tion. Where a guard is required and fixed seating is provided
methods and materials may be used for guard construction the guard height is measured from the top of the fixed seat-
ing.
Fiaure 24. Example Guard Detail - Best Practice
4x4 post, typical —6'-0"maximum spacing
DO NOT NOTCH I 2x6 or 5/4 board
rail ca
IF
minimum
2x2 baluster, typical
2x4 top and bottom;
attach to guard post with
(2)#8 wood screwss; 2-1/2"
long on inside face.
(2) 1 /2"diameter thru bolts�� �Lopenings shall not allow % attach balusters at top and bottom with
and washers the passage of a 4'diameter (1)#8 wood screw or (2)8d post -frame
sphere threaded nails with 0.123" nominal diameter
-16-
floor sheathing nailing
remove siding at rim joist
at6'maximum on hold down or similar
exterior sheathing
` location prior to installation
center to joist with hold tension device
min. thickness = 3/8"
continuous flashing extending
existing wall stud,
past rim joist fasten rs
x
band joist, or con-
trete or masonry
..-3t, ..
foundation wall
fasteners @ 16"o.c.
floor joist J deck joist
staggered
rim joist
beam & post
GUARD REQUIREMENTS when installed according to the manufacturers installation
All decks greater than 30" above grade are required to have instruction, or as approved by the authority having jurisdic-
a guard [R312.1] - one example is shown in Figure 24. Other tion. Where a guard is required and fixed seating is provided
methods and materials may be used for guard construction the guard height is measured from the top of the fixed seat-
ing.
Fiaure 24. Example Guard Detail - Best Practice
4x4 post, typical —6'-0"maximum spacing
DO NOT NOTCH I 2x6 or 5/4 board
rail ca
IF
minimum
2x2 baluster, typical
2x4 top and bottom;
attach to guard post with
(2)#8 wood screwss; 2-1/2"
long on inside face.
(2) 1 /2"diameter thru bolts�� �Lopenings shall not allow % attach balusters at top and bottom with
and washers the passage of a 4'diameter (1)#8 wood screw or (2)8d post -frame
sphere threaded nails with 0.123" nominal diameter
-16-
GUARD POST ATTACHMENTS
Deck guard posts shall be a minimum 4x4 (nominal) with an
adjusted bending design value not less than 1,100 psi.
Guard posts for guards which run parallel to the deck joists
shall be attached to the outside joist per Figure 25. Guard
posts for guards that run perpendicular to the deck joists
Figure 25. Guard Post to Outside Joist Example - Best Practice
*guard posts maybe
located on either side
of the outside -joist
guard post
(2) 1/2"dia.thru-
boits and washers
2"miri
2-1/2" min. and 5" max.
2" min
outside -joist
shall be attached to the rim joist In accordance with Figure
26. Only hold down anchor models meeting these mini-
mum requirements shall be used. Hold down anchors shall
have a minimum allowable tension load of 1,800 pounds for
a 36" maximum rail height and be installed in accordance
with the manufacturer's instructions.
*guard posts can be installed
as shown in Figure 26 (between
see Figure 24 for guard joists) if blocking is installed as
component attachment shown below within 12" of each
requirements side of the post
SECTION
at first interior bay, provide 2x blocking at guard posts
with hold-down anchors; attach blocking with 10d
threaded nails top and bottom, each side
Figure 26. Guard Post to Rim Joist Example - Best Practice
outside -
guard post-/ v
PLAN VIEW
see Figure 24 for guard hold-down anchor
component attachment
requirements joist
guard post
guard post align guard
post at joist
i
locations
i
rim joist
hold-down anchor rim joist rim joist
joist
minimum (2)1/2" ® _
2"min. hold-down anchor��
diameter thru- 2-1/2" min. and 5" max.
bolts and washers 2" min. at joist location between joists
SECTION PLAN VIEWS
-17-
STAIR REQUIREMENTS
Stairs, stair stringers, and stair guards shall meet the require-
ments shown in Figure 27 through Figure 31 and Table 7 ex-
cept where amended by the local jurisdiction. All cut string-
ers shall be a minimum of 2x12, and solid stringers shall
be a minimum of 2x10. Stair stringers shall not span more
than the dimensions shown in Figure 28. If the stringer span
exceeds these dimensions, then a 4x4 post may be provided
to support the stringer and shorten its span length. An
intermediate landing may also be provided to shorten the
stringer span (see provisions below). If the total vertical
height of a stairway exceeds 12'-0", then an intermediate
landing shall be required. All intermediate stair landings
must be designed and constructed as a free-standing deck
Figure 27. Tread and Riser Detail
riser may be open, but
shall not allow the
passage of a 4"diameter
100 "minimum \sphere _ 1
tread wi h
7-3/4" maximum -i
riser, height shall I —risers: 1x material,
not deviate from�---(— ; minimum
one another by �11
more than 3/8"F__.... t
treads: see Figure 29 and Table 6
—�' U-- 3/4"- 1-1 /4" nosing;
nosing shall not deviate
from one another by
more than 3/8"
Figure 29. Tread Connection Requirements
Attchment per tread at each stringer or ledger:
2x _ or 5/4 treads - (2)8d threaded nails or (2)#8 screws
2 2-1 /2" long
3x _ treads - (2) 16d threaded nails or (2)#8 screws i
3-1 /2" long
stringer
treads: 2x _ or 5/4 board i treads: see Table 7 J
i
18' max. 18" max. 36"max.
2x4 ledgers, each side, full
depth of tread; attach with (4)
stringer 10d threaded nails or (4)#8
wood screws i 3" long
CUT STRINGER SOLID STRINGER
-18-
using the details in this document. Stairs shall be a mini-
mum of 36" in width, a combination of cut and solid string-
ers can be used, but shall be placed at a maximum spacing
of 18"on center (see Figure 29). The width of each landing
shall not be less than the width of the stairway served. Every
landing shall have a minimum dimension of 36"measured
in the direction of travel and no less than the width of the
stairway served [R311.7}.
Figure 28. Stair Stringer Requirements
max. span =16'-6"for Southern Pine
max. span = 13'-O'forother Table
1,1 A species
SOLID STRINGER
Table 7. Minimum Tread Size for Cut and Solid
Stringers'
Cut Solid
Species
Stringer Stringer
Douglas Fir Larch,
Hem -Fir, SPF2
2x4 or 5/4 2x6 or 3x4
Redwood, Western
Cedars, Ponderosa Pine',
Red Pine
2x4 or 5/4 2x6 or 3x4
' Assumes 300 Ib concentrated load, U288 deflection limit,
No. 2 grade, and wet service conditions.
Incising assumed for refractory species including Douglas
fir -larch, hem -fir, and spruce -pine -fir.
Design values based on northern species with no incising
assumed.
CONCRETE OR
MASONRY ANCHOR
1/4' LAG SCREW
#10 SCREW
SEE TABLE r
4.19 OR 4.20 STRUCTURAL
PANEL
#14 SCRE
SEE TABLE 7
SEE GENERAL NOTE #21
SEE TABLE 7.5
FOR FASTENER
SPACING
STUD, CONCRETE
4
OR MASONRY
WALL
EXISTING DF WOOD
__/
FRAMED WALL
'Co, `J#
OR #Gr
TYPE
ALUM HANGERS
MIN WALL 't'
6063
T6 t= 0.060'
3004
H34 t=0.040'
1/4'
LAG
SCREW
W/
2,25'
EMBED
0MU
105 LEDGER AND WALL ATTACHMENT
MIN 3,5"
CONCRETE SLAB FOR
CONSTRAINED FOOTINGS
SEE SHEET M8
• e a �
•6r
9"
• d
Seal with permanently flexible
& waterproof sealant
CONTINUOUS 2'x6' DF LEDGER BOARD
OR PROVIDE SIMPSON STRONG TIE MSTA36
(ICC ESR 2105).AT SPLICE LOCATION COVER
W/ 0.019' ALUM
ATTACH COVER
'�— AS PER MU105
°�►il/11►111►►11►111►II1►►1i1///tli!►1/� j • •
TABLE
Comptetely seat
with permanently
water-
proof sealant
rf!►Illltlllll►1llfllllllllltl►l►Ill►1 ��_
2.25' m
ALL WOOD WALL ATTACHMENT DETAILS.
MUST CONFORM TO GENERAL NOTE #21 FOR
WEATHER PROTECTION
ROOF COVERING IS
A MAXIMUM OF 3 PSF
HEAVIER ROOF COVERING
SHALL REQUIRE ADDITIONAL
ENGINEERING ANALYSIS
Existing 2x wood f raving
.min, 24' ❑,C.
DF, Larch,
Synthetic Stucco or
SHEATHINCr'' other non-structural covering
<1' max. thick)
TABLE. 7.7 SPECIFIES THE ALLOWABLE Continuous 2"X
DISTANCE TO FIRST ROW OF POSTS f ascia board
UMU STUCCO ATTACHMENT DETAIL
106 WITH LEDGER BOARD ATTACH .WALL HANGER
PER DETAIL MU105-
SEE GENERAL NOTE #21
ALUM W/ t = 0.120' OR STEEL POST WITH 12' EMBED
FOR FOOTINGS UP TO d=39' OR 18' EMBED FOR
FOOTINGS UP TO d=48'
12" 0 18"
ONE •
STEEL .O1♦.
ORTHREADED) OR
BOLTS CENTERED
ON POST
i8 FREESTANDING OR ATTACHED POURED
FOOTING
#14 SMS
SEE TABLE 7.3 4"
FOR QTY—\.
ONE BOLT DIAM. (M
1 '
,51 ' - i
D
20 GA ASTM A653 GRADE
33 STEEL BRACKET
SIMPSON STRONG TIE
OR SIMILAR-\
FOUR #8 WOOD SCREWS
INTO RAFTER AND 2X FASCIA
2X DF' WOOD ONE PER RAFTER
MU FA CIA I I
107
"L„ EAVE
OVERHANG
OST
STAINLESS STEEL
3/$'0 W/ 2' EFFECTIVE.
EMBEDMENT HILTI KWIK
BOLT TZ (ICC ESR 1917)
MAX F❑❑TING SIZE
IS d = 34'
M SINGLE SPAN ATTACHED FOOTING
Metals Standard Plan (2012 113C) 9/17/2013 Page 32 of 107
Live/Snow Load
RAFTER
MAX DISTANCE TO FIRST ROW OF POSTS "L"
EAVE OVERHANG -
Solid Cover Wind
SIZE
24" 01C1
6" 12" 18" 24" 30"
10 psf
2x4
18'-0'
18'-0'
12'-0"
7'-1"
3'-8"
115 MPH EXP B
2x6
18'-0'
18'-0'
18'-0'
18'-0'
17'-1"
2x8
18'-0'
18'-0'
18'-0'
18'-0'.
18'-0'
10 psf
2x4
17'-0'
17'4
12'-0"
T-1"
T-8"
115 MPH EXP C
2x6
17'-0'
1T-0'
17'-0'
1T-0'
17'-0'
2x8 1
17'-0'
17'-0'
1T-0'
17'-0'
17'-0'
10 psf
2x4
16-0'
16'-0'
12'4"
T-1"
3'-8"
140 MPH EXP C
2x6
16-0'
164
16-0'
16'-0'
16-0'
2x8
16-0'
1614
16-0'
16-0'
164
20 psf
2x4
16-0'
10'-3"
5'-10"
3'-4"
1'-8"
140 MPH EXP C
2x6
16-0'
16'-0'
16-0'
11'-9"
94,
2x8
16'-0'
16-0'
16-0'
16'-0'
16-0'
25 psf
2x4
16-0'
11'-3"
a-4"
3-8"
1'-9"
140 MPH EXP C
2x6
16-0'
16-0'
164
12'-10"
9-1"
2x8
16'-0'
164
16-0'
164
16-0'
30 psf
2x4
15'-0'
9-2"
5'-1"
2'-8"
V-0"
140 MPH EXP C
2x6
15'-0'
15'-0'
15'-0'
10'-4"
T-1"
2x8
15'-U
15'-0'
1 164
15'-0'
14'-8"
40 psf
2x4
14'-0'
6-7"
3'4"
114"
0'-0"
2x6
14'-0'
14'-0'
11'-0"
7'4"
4'-7"
2x8
14'-0'
14'-0'
14-0'
14'-0'
10'4"
60 psf
2x4
9-10"
4'-0"
l' -T'
014"
0'-0"
2x6
12'-0'
11'-8"
6'-9"
4'-0"
2'-1"
2x8
12'-0'
12'-0'
12'-0'
1 8'-8"
5'-10"
IF Revisions 1
3
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SEP 201013
Carl Putnam, P. E.
3441 IVYLINK PLACE
LYNCHBURG, VA 24503
CARLPUTNAM@COMCAST.NET
Drawn By
CMP
Check By
CMP
Date
Filename
MUSA08.DWG
Scale NTS Page /
�� �
q c:50.080-
4
4"x3" I BEAN
6061 T6 ALUM
0,125
. �
C3 CD
CD
TLn
0.062cu
i
|01110
CD 0.08V '-
q U | U
.,
I [j=L --
(mu)5^x3" I BEAN'
\6O61 T6 ALUM 7°x4" I BEAM
^-^ ��n/6061 T6 ALUM
7^ l BEAN
| \63/6061 T6 ALUM
I BEAM
lO'O00 U
. ~-O.140
a WWI 11
THREE #14 SMS
FO -110 HREE #14 SMS
0'1/0gE�UOa[D rOn
�-e�OO LATERALLY BRACED
c] ' SPANS
�
REVERSED SPLICE
Co| —U |L/—REQUIRED FOR DETAIL HU75
LATERALLY BRACED 6' LONG @72' O/C
i 5.500__-
7"x5.5" I BEAM
\59/6861 T6 ALUM
5~ l BEAM
\64/6061 T6 ALUM
L_ _�
r--'3.�30 / r
[a
5,000
> '
O.320-1 { |
v. �_
—01jLACEMENT FOR 7' AND
10' 1 BEAMS
67
PLACEMENT FOR 3.51
AND 5' 1 BEAMS
1° MIN -� FOR ~~ ^ ~E'^'
FOR 5" I BEAM
FOR 7" I BEAMS
47^ FOR 10" 1 BEAMS
FULL STRENGTH SPLICES
I SPLICE
161 T6 ALUM
Metals Standard Plan (2012 113C) 9/17/2013
-4.110
0.410
0'100
U90/ 3,500 ^y0.1000.090 L j —u --j.168
-� 2.250 �-
/*u'7" C SPLICE
��4
606\T6
Page 29 of 107
THREE #14 SMS
MU SAMSON BEAM
61 6063T6
3/8^ BOLT
8 PLCS
3.5^ T SPLICE
'L6j 6061 T6 ALUM
/
---1-'-- /
�.l�U [--
10^ C SPLICE FOR 10" l BEAM
6061T6
;OLID COVER 5.0 POST SPACINGS FOR PATIO AND COMMERCIAL COVERS IN 115 MPH WIND AREA:
115 MPH EXPOSURE C or 130 MPH EXPOSURE B
10
4"x3" I Beam (Detail MU56)
22'-8"
5"xf 3" Alum I Beam (Detail MU57)
5"x4.11" 1 Beam (Detail MU65)
TABLE 5.12
24
Attached
Freestanding of
13'-8"
Attached
Freestanding of
25
Attached
Freestanding of
16'-7"
C
Structure
Multispan Units
28
Structure
Multispan Units
3.5
Structure
Multispan Units
C
TRIB
POST
25
26
13'-1"
MAXLENGTH
24
25
27
MAX POST LENGTH
15'-9"
D
26
MAX POST LENGTH
SNCW
DTH
SPACING
POST
MIN
FOOTER
8' I
POST
MIN
FOOTER
IV
POST
MIN
FOOTER
8- 19
LOAD
(FT)
ON SLAB
FPACINC
POST
SIZE
CONSTRAINED FOOTEF
SPACING
POST
SIZE
CONSTRAINED FOOTS
SPACING
POST
SIZE
CONSTRAINED FOOTEF
(PSF)
26
(FT)
(FT)
TYPE
"d"
"d" "d" "d"
(FT)
TYPE
"d"
"d" "d" "d"
(FT)
TYPE
"d"
"d" "d" "d"
5
13'-7"
10'-T'
D
26
(in)
(in) (in) (in)
26
11'-10"
(in)
(in) (in) (in)
27
27
(in)
(in) (in) (in)
115 MPH EXPOSURE C or 130 MPH EXPOSURE B
10
3
22'-8"
12'4"
B
23
24
25
27
13'-8"
C
24
25
27
2B
16'-7"
C
25
26
28
29
LIVE
3.5
19'-5"
11'-9"
C
24
24
25
26
13'-1"
C
24
25
27
28
15'-9"
D
26
26
28
29
LOAD
4
1T-0"
11'-4"
C
24
24
25
26
12'-T'
C
25
25
26
28
15'-1"
E
27
27
27
29
ONLY
4.5
15'-1"
10'-11"
C
25
25
25
26
12'-3"
D
26
26
26
28
14'-6"
E
28
28
28
29
11.5'
5
13'-7"
10'-T'
D
26
26
26
26
11'-10"
E
27
27
27
27
14'-0"
F
28
28
28
28
5.5
12'4"
10'-3"
D
26
26
26
26
11'-7"
E
27
27
27
27
13'-7"
F
29
29
29
29
6
11'-4"
9-11"
E
27
27
27
27
11'4'
F
28
28
28
28
13'-2"
F
29
29
29
29
6.5
10'-5"
9-8"
E
27
27
27
27
10'-8"
F
28
28
28
28
12'-10"
F
30
30
30
30
7
9-8"
9'-4"
E
28
28
28
28
10'-1"
F
28
28
28
28
12'-6"
F
30
30
30
30
7.5
9-1"
V-10"
E
28
28
28
28
91-6"
F
28
28
28
28
12'-3"
F
31
31
31
31
8
8'-6"
8'-5"
E
28
28
28
28
9'-0"
F
29
29
29
29
11'-11"
F
31
31
31
31
8.5
8'4"
8'4"
F
28
28
28
28
8'-7"
F
29
29
29
29
11'-9"
F
32
32
32
32
9
T-0"
T-8"
F
28
28
28
28
8'-3"
F
29
29
29
29
11'-4"
F
32
32
32
32
9.5
T-2"
T41
F
28
28
28
28
T-10"
F
29
29
29
29
10'-11"
F
32
32
32
32
10
6-9"
T-1"
F
28
28
28
28
T-6"
F
29
29
29
29
10'-6"
F
32
32
32
32
GENERAL
11
6'-2"
V-7"
F
29
29
29
29
V-11"
F
29
29
29
29
T-9"
F
33
33
33
33
110 MPH EXPOSURE B
20
3
11'-10"
12'-0"
C
19
21
23
24
14'-6"
C
21
23
24
26
15-10"
D
21
23
25
26
MU89
3.5
10'-2"
1114,
C
20
21
22
24
13'-9"
D
21
23
24
25
IVA"
E
22
23
25
26
POST
4
8'-11"
WAY,
C
21
21
22
23
13'-2"
E
22
22
24
25
14'-5"
E
23
23
24
26
SIZE
4.5
T-11"
10'-5"
D
21
21
22
23
12'-8"
E
23
23
24
25
13'-10"
F
23
23
24
25
11.5'
5
T-1"
10'-1"
E
22
22
22
23
11'-9"
E
23
23
23
25
13'-4"
F
24
24
24
25
5.5
6'-5"
9'-9"
E
22
22
22
23
10'-11"
F
23
23
23
24
12'-11"
F
24
24
24
25
6
5'-11"
9'-5"
E
23
23
23
23
10'-3"
F
23
23
23
24
12'-7"
F
25
25
25
25
6.5
5'-5"
8'-11"
E
23
23
23
23
9'-7"
F
23
23
23
24
12'-3"
F
25
25
25
25
7
5'-1"
8'-5"
E
23
23
23
23
9'-1"
F
24
24
24
24
11'-11"
F
26
26
26
26
7.5
4'-9"
8'-0"
F
23
23
23
23
8'-7"
F
24
24
24
24
11'-8"
F
26
26
26
26
8
4'-5'
T-7"
F
23
23
23
23
B'-2"
F
24
24
24
24
11'-3"
F
26
26
26
26
8.5
4'-2"
T-3"
F
23
23
23
23
T-9"
F
24
24
24
24
10'-9"
F
27
27
27
27
9
T-11"
V-11"
F
23
23
23
23
T-4"
F
24
24
24
24
10'-4"
F
27
27
27
27
9.5
3'-9"
T-8"
F
24
24
24
24
T-1"
F
24
24
24
24
9-11"
F
27
27
27
27
110 MPH EXPOSURE C or 130 MPH EXPOSURE B
20
3
11'-10"
11'-5"
C
22
23
24
26
13'-10"
D
23
25
26
28
15'-2"
E
24
25
27
28
MU89
3.5
10'-2"
10'-10"
C
22
23
24
25
13'4"
E
24
24
26
27
14'-4"
E
25
25
27
28
POST
4
8'-11"
101-4"
D
23
23
24
25
12'-7"
E
25
25
26
27
13'-9"
F
25
25
26
28
SIZE
4.5
T-11"
10'-0"
E
24
24
24
25
11'-6"
E
25
25
25
27
13'-3"
F
26
26
26
27
11.5'
5
T-1"
9'-8"
E
24
24
24
25
10'-8"
F
25
25
25
26
12'4"
F
27
27
27
27
5.5
V-5"
V-2"
E
25
25
25
25
9'-10"
F
25
25
25.
26
12'-4"
F
27
27
27
27
6
5'-11"
8'-7"
E
25
25
25
25
9'-3"
F
25
25
25
26
1Z -al
F
28
28
28
28
6.5
5'-5"
8'-1"
F
25
25
25
25
8'-8"
F
25
25
25
25
11'-8"
F
28
28
28
28
7
5'-1"
T-7"
F
25
25
25
25
8'-2"
F
26
26
26
26
11'-3"
F
28
28
28
28
7.5
4'-9"
T-3"
F
25
25
25
25
7'-8"
F
26
26
26
26
10'-8"
F
29
29
29
29
8
4'-5"
V-10"
F
25
25
25
25
7'-3"
F
26
26
26
26
10'-2"
F
29
29
29
29
8.5
4'-2"
6'-6"
F
25
25
25
25
V-11"
F
26
26
26
26
9'-9"
F
29
29
29
29
9
V-11"
V-3"
F
25
25
25
25
V-7"
F
26
26
26
26
V4.
G
29
29
29
29
9.5
3'-9"
6'-0"
F
26
26
26
26
V-3"
F
26
26
26
26
8'-11"
G
29
29
29
29
10
1 3'-6"
1 5'-9"
1 F
1 26
1 26
1 26
1 26
6'-0"
1 F
1 26
1 26
26
26
8'-T'
G
29
29
1 29
29
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 PAGE 1
6. CHOOSE A HEADER FROM TABLE 5.12 THAT HAS ADEQUATE
POST SPACING.
7. USE THE APPROPRIATE FOOTER SIZE SHOWN IN TABLE 5.12
Metals Standard Plan (2012 IBC) 9/17/2013
115 MPH EXPOSURE R
30
4"x3" I Beam (Detail MU56)
9-8"
5"x3" Alum 1 Beam (Detail MU57)
5"x4.11" 1 Beam (Detail MU65)
20
Attached
Freestanding of
24
Attached
Freestanding of
21
Attached
Freestanding of
26
14'-10"
Structure
Multispan Units
24
Structure
Multispan Units
MU89
Structure
Multispan Units
GROUND
T RIB
POST
MAX
23
24
MAX POSTOL
E
22
23
AX POST LENGTH
8'
MAX
14'-1"
E
AX POSOTLENG2H
8'
SNOW
DTH
SPACIN
POST
MIN
FOOT
8' 1 12-
POST
MIN
FOO
IVMAX
POST
MIN
Foo
22
LOAD
(FT)
ONSLABSPACING
13'-6"
POST
SIZE
CONSTRAINED FOOTS
SPACINC
POST
SIZE
CONSTRAINED FOOTERSPACINC.
6'4"
POST
SIZE
CONSTRAINED FOOTEI
(PSF)
22
(FT)
(FT)
TYPE
"d"
"d" I "d""d"
(FT)
TYPE
"d"
"d" "d" "d"
(FT)
TYPE
"d"
"d" "d" "d"
11.5'
5
5'-8"
9-5"
E
(in)
(in) (in) (in)
22
23
(in)
(in) (in) (in)
23
23
(in)
(in) (in) (in)
115 MPH EXPOSURE R
30
3
9-8"
11'-3"
C
20
21
23
24
13'-7"
D
21
23
25
26
14'-10"
E
22
24
25
26
MU89
3.5
8'-2"
10'-8"
C
20
21
23
24
12'-11"
E
22
23
24
26
14'-1"
E
22
23
25
26
8.5'
4
T-1"
10'-2"
D
21
21
22
24
12'-1"
E
22
23
24
25
13'-6"
F
23
23
25
26
n/a
4.5
6'4"
V-10"
E
22
22
22
23
11'-1"
F
22
22
24
25
13'-0"
F
24
24
24
26
11.5'
5
5'-8"
9-5"
E
22
22
22
23
10'-2"
F
23
23
23
24
12'-6"
F
24
24
24
25
5.5
5'-2"
8'-9"
E
22
22
22
23
9'-6"
F
23
23
23
24
12'-2"
F
25
25
25
25
6
4'-9"
81-3"
E
22
22
22
23
8'-10"
F
23
23
23
24
11'-9"
F
25
25
25
25
6.5
4'-4"
T-9"
F
23
23
23
23
8'-3"
F
23
23
23
23
11'-5"
F
26
26
26
26
7
4'-1"
7'-4"
F
23
23
23.
23
T-9"
F
23
23
23
23
10'-10"
F
26
26
26
26
7.5
3'-9"
V-11"
F
23
23
23
23
T-4"
F
23
23
23
23
10'-3"
F
26
26
26
26
8
31-6"
V -T'
F
23
23
23
23
T-0"
F
23
23
23
23
9'-9"
F
26
26
26
26
8.5
3'-4"
6'-3"
F
23
23
23
23
1 V-7"
1 F
1 23
23
1 23
1 23
9'4"
G
26
1 26
1 26 1
26
11-5 MPH EXPOSI IRF C or 130 MPH EXPOSURE B
30
3
9'-6"
10'-10"
C
22
23
25
26
13'-1"
E
23
25
27
28
14'-4"
E
24
25
27
28
MU89
3.5
8'-2"
10'-3"
D
23
23
24
26
12'-4"
E
24
25
26
28
13'-7"
F
25
25
27
28
8.5'
4
T-1"
9-10"
E
23
23
24
26
11'-1"
E
24
24
26
27
13'-0"
F
26
26
27
28
n/a
4.5
6'4"
9'-5"
E
24
24
24
25
10'-2"
E
24
24
25
27
12'-6"
F
26
.26
26
28
11.5'
5
5'-8"
8'-8"
E
24
24
24
25
9'-4"
E
25
25
25
26
12'-1"
F
27
27
27
28
5.5
5'-2"
8'-1"
F
24
24
24
25
8'-8"
F
25
25
25
26
11'-8"
F
27
27
27
27
6
4'-9"
T-7"
F
24
24
24
24
8'-1"
F
25
25
25
25
11'-2"
F
28.
28
28
28
6.5
4'-4"
T-1"
F
25
25
25
25
7'-7"
F
25
25
25
25
10'-6"
F
28
.28
28
28
7
4'-1"
6'-8"
F
25
25
25
25
T-1"
I F
1 25
1 25
1 25
25
9'-11"
F
28
1 28
28
28
OVER-
Post Description
Post Description
TABLE 5.2 TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES
POST
Code
Detail
Twin 0.032"x1.5"x1.5" Scroll
8'
A IMU170
HANG
Twin 0.062"x1.5"x1.5" Scroll
9'
B Imulool
8'
PROJECTION OF SINGLE SPAN STUCTURES (FT)
12'
C
MU112
Alum 0.032"x3"x3" Lockseam
11'
D
MU89
(FT)
6
7'
8'
9'
10' 11' 12' 13' 14' 15'
16'
17'
18'
19
20'
21'
22'
0'
T
3.5'
4'
4.5'
S' 5.5' 6' 6.5' T 7.5'
8'
8.5'
9'
9.5'
IV.
10.5'
11'
1'
3.5'
4'
4.5'
5'
5.5' 6' 6.5' T 7.5' 8'
8.5'
9'
9.5'
IV
10.5'
11'
Its
2'
n/a
n/a
n/a
5.5'
V 6.5' 7' 7.5' 8' 8.5'
T
9.5'
10'
10.5'
(1'
11.5
12'
3'
1 n/a
Na
n/a -
n/a
n/a n/a n/a 8' 8.5' . 9'
9.5'
IV
10.5'
11'
11.5'
12'
12.5'
4'
Na
n/a
n/a
n/a
n/a n1a n/a n/a n/a Na
Na
10.5'
11'
11.5'
12'
12.5'
13'
TABLE 5.3 Post Requirements
for Attached Single Span Structures
Post Description
Post Description
Max
- Hgt
POST
Code
Detail
Twin 0.032"x1.5"x1.5" Scroll
8'
A IMU170
MU89
Twin 0.062"x1.5"x1.5" Scroll
9'
B Imulool
8'
0.024"x3"x3" Post w/ Sideplate
12'
C
MU112
Alum 0.032"x3"x3" Lockseam
11'
D
MU89
Alum 0.040"x3"x3" Lockseam
11'
E
Mu69
Alum 0.055"x3"x3" Fluted
12'
F
Mu95
Alum 0.075"x3"x3" Square
12'
G
MU49
Steel 0.043"x3"x3" Lockseam
12'
H
Mu89
Alum 0.120"x3' 3' Square
12'
1
MU96
Steel 0.043"x3"x3" Lockseam
12'
J
MU89
Alum 0.120"x4"x4" Square
12'
K
Muso
3/16"x3"x3" Steel Square
12'
L
MU93
8. FOR SINGLE SPAN ATTACHED UNIT USE THE POST SHOWN IN
TABLE 5.12 AND 5.3 UPGRADE THE POST IF THE HEIGHT IS NOT SUFFICIENT
FREESTANDING AND MULTISPAN UNITS USE TABLE 5.4
9. FIND THE OIC SPACING OR # OF FASTENERS FOR ATTACHING TO WALL FROM TABLE 7.5 OR TABLE 7.7
10. USE THE APPROPRIATE DETAILS
TABLE 5.4 Post Requirements for
Freestanding Structures or Multispan Attached Structurec-
Post Description
Maximum Max
Footing Height
POST
Code Detail #
Steel 0.043"4"x3" Locksea
d=
20"
8'
E
MU89
Steel 0.043"x3"x3" Locksea
d=
22"
8'
B
MU89
Alum 0.120"x3"x3" Square
d=
25"
8'
D
MU96
Alum 0.120"x3"x3" Square
d=
27"
8'
B
MU96
Alum 0.120"x4"x4" Square
d=
28"
8'
G
MU50
3/16"x3"x3" Steel Square
d=
30"
12'
F
MU93
Alum 0.120"x4"x4" Square
d=
32"
8'
E
MU50
3/16"x3"x3" Steel Square
d=
32"
10'
G
MU93
3/16"x4"x4" Steel Square
d=
35"
15'
H
MU93
3/16"x4"x4" Steel Square
d=
38"
10'
J
MU93
3/16"x5"x5" Steel Square
d=
41"
15'
K
MU93
3/16"x6"x6" Steel Square
d=
46"
15'
L
MU93
FOR PATIO SLABS FOLLOW 1-6 FROM ABOVE THEN Metals Building Products
SLAB 7. DETERMINE MAXIMUM POST SPACING ON SLAB FROM TABLE 5.12 5005 Veteran's Memorial Hwy
SLAB 8. USE THE SMALLER OF THE POST SPACING ON SLAB OR HEADER POST SPACING Holbrook, NY 11741
SLAB 9. FOLLOW 9-10 FROM ABOVE (631) 5634000
SLAB 10. FOR TWO POST STRUCTURES USE TABLE 7.1 ON SHEET Misc3 FOR SLAB REQUIREMENTS INSTEAD OF THESE TABLES
Page 60 of 107
Carl Putnam, P. E.
3441 Ivylink Place
Lynchburg, VA 24503
carioutnam0comcast.nel
SOLID COVERS 4.0: 2.5" PANEL SPANS FOR COMMERCIAL AND PATIO STRUCTURES
2.5"x6" Flat Panel (Single Span) MU22 12.5"x6" Flat Panel
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
(psf)
(in)
110 115 140 110 115 120 130 140 150
10 0.020
13'-8"
13'-3"
11'-1"
11'-11"
11'-5"
10'-11"
8--2"
T-7"
T-1"
LIVE 0.024
15'-6"
15'-1"
12'-11'
13'-11"
13'-4"
12'-9"
11'-9"
10'-10"
8'-3"
0.032
17'-2"
16-10"
15'-6"
16-0"
15'-9"
15-6"
14'-7"
13'-6"
12'-7"
0.040
18'-5"
18'-1"
16-8"
17'-2"
16-11"
16'-8"
16'-0"
15'-7"
15'-0"
Steel 0.018117'-7"
12'-3"
17'-1"
14'-3"
15-5"
14'-9"
14'-1"
12'-11"
12'-0"
11'-2"
20 0.020
11'-3"
11'-0"
9'-2"
10'-7"
10'-5"
9'-1"
8'-2"
7'-7"
T-1"
LIVE 0.024
12'-9"
12'-6"
11'4"
12'-0"
11'-10"
11'-5"
11'-1"
10'-7"
8'-3"
0.032
15'-1"
14'-11"
14'-3"
14'-7"
14'-5"
14'-1"
13'-9"
13'-3"
12'-7"
0.040
16'-3"
16-0"
15'-3"
15'-7"
15'-5"
15'-1"
14'-10"
14'-5"
14'4"
Steel 0.018
14'-7"
14'-4"
13'-4"
13'-9"
13'-7"
13'-1"
12'-9"
12'4"
11'-2"
25 0.020
11'-3"
11'=0"
9'-1"
10'-5"
9'-2"
9--1"
8'-2"
T-7"
7--1"
0.624
12--9"
12'-6"
11'-5"
11'-10"
11'-8"
11'-5"
10'-11"
10'-7"
8'-3"
0.032
15'-1"
14'-11"
14'-1"
14'-5"
14'-3"
14'-1"
13'-7"
13'-3"
12'-7"
0.040
16-3"
16-0"
15'-1"
15'-5"
15'-3"
15'-1"
14'4"
14'-5"
14'-0"
Steel 0.018114'-4"
6'-1"
14'-4"
13'-1"
13'-7"
13'-4"
13'-1"
12'-6"
12'-0"
11'-2"
30 0.020
10'-5"
9'-7"
8--9"
9'-1"
V-10"
8'-7"
8'-2"
T-7"
7--1"
0.024
11'-10"
11'-8"
10'-11'
11'-3"
11'-1"
10'-11"
10'-6"
9'4„
8'4"
0.032
14'-5"
14'-3"
13'-7"
13'-11"
13'-9"
13'-7"
13'-1"
12'-7"
12'-3"
0.040
15'-5"
15'-3"
14'-8"
14'-11"
14'-10"
14'-8"
14'-3"
13'-11"
13'-8"
Steel 0.018
13'-7"
13'-4"
12'-6"
12'-11"
12'-9"
12'-6"
12'-0"
11'-7"
11'-2"
40 0.020
8'-11"
8'-9"
8'-2"
8'-5"
8'-3'-
8'-1"
T-9--
T-6"
7'-1"
0.024
10'-9"
10'-7"
9'-3"
9'-7"
9'-4"
9'-2"
V-10"
8'-7"
8'-2"
0.032
13'-5"
13'-3"
12'-7"
12'-9"
12'-7"
12'-5"
12'-1"
11'-8"
11'-4"
0.040
14'-6"
14'-5"
13'-11"
14'-0"
13'-11"
13'-9"
13'-7"
13'-3"
13'-0"
Steel 0.018
12'4"
12'-2"
11'-7"
11'-9"
11'-7"
1 T-5"
11'-2"
10'-10"
10'-6"
60 0.020
7'-9"
T-8"
T-2"
T-5"
T-3"
T-2"
T-0"
0'-0"
0'-0"
0.024
8'-10"
8'-9"
8--2"
8'-5"
8'-3"
8--2"
T-11"
0'-0"
0'-0"
0.032
11'-0"
11'-0"
10'-11'
11'-0"
11'-0"
10'-11"
10'-7"
10'-5"
0'-0"
0.040
12'-9"
12'-9"
12'-7"
12'-9"
12'-9"
12'-7"
12'-3"
12'-0"
11-4-
1'-9"Steel
S el0.018 1
10'-2"
10'-2"
9'-6"
9'-9"1
9'-7" 1
9--6"
9--2"
0'-0"
0'-0"
IAbLL 4.13
r_5'W" Flat Panel (Sinale Span) MU21
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
(psf)
(in)
110 115 140 110 115 120 130 140 150
10
0.022
11'-4"
10'-11"
7--3"
7'-10"
7'-6"
7'-2"
6'-7"
6'-1"
5'-8"
LIVE
0.028
12'-11"
12'4"
10'-6"
11'-4"
10'-10"
8'-5"
7'-9"
T-2"
6-8"
13'-2"
0.035
14'-10"
14'-5"
12'-3"
13'-3"
12'-8"
12'-1"
11'-2"
8'-5"
T-10"
15'-0"
0.040
164"
15'-10"
13'-6"
14--7"
13'-11"
13'4"
12'-3"
11'-4"
10'-7"
20
0.022
8'-7"
8'-5"
T-3"
7--10"
T-6"
7-_2"
6-7"
6--1"
5'-8"
LIVE
0.028
10'-7"
10'-5"
8'-9"
9'-1"
8'-10"
8'-5"
T-9"
T-2"
6-8"
11'-8"
0.035
12'-2"
12'-0"
11'-2"
11'-6"
11'4"
10'-.11"
10'-7"
8'-5"
T-10"
13'-7"
0.040
13'-6"
13'-3"
12'-4"
12'-9"
12'-6"
12--1"
11'-9"
11'-3"
10'-7"
25
0.022
8'-5"
8'-4"
T-3"
T-10"
7-_6"
T-2"
6'-7"
6--1"
5-8"
6--10"
0.028
10'-5"
10'-5"
8'-7"
8'-11"
8'-9"
8'-5"
7'-9"
T-2"
6-8"
7'-8"
0.035
12'-0"
12'-0"
10'-11"11
l'-4"
11'-2"
10'-11"
10'-6"
8'-5"
T-10"
0.040
0.040
13'-3"
13'-3"
12'-1"
12'-6"
12'-4"
12'-1"
11'-7"
11'-3"
10'-7"
30
0.022
8'-1"
T-11"
7'-3"
T-6"
7'-4"
7'-2"
6-7"
6'-1"
5'-8"
6'-5"
0.028
9'-3"
9'-1"
8'-3"
8'-7"
8'-4"
8'-2"
T-9-'
7'-2"
6'-8"
7'-5"
0.035
11'-4"
11'-2"
10'-6"
10'4"
10'-7"
10'-6"
9'-1"
8'-5"
T-10"
9'-3"
0.040
12'-6"
12'4"
11.'-7"
11'-11"
11'-9"
11'-7"
11'-1"
10'-8"
10'-5"
40
0.022
7'-5„
T-3"
6'-9"
T-0"
6'-10"
6'-8'-
6'-5"
6'-1"
5'-8"
T-5'
0.028
8'-6"
8'-3"
T-9"
8--0"
T-10"
T-8"
7'4"
7--2"
6-8"
12'4"
0.035
9'-9"
9'-6"
8'-11"
9'-2"
9'-0"
8'-10"
8'-5"
8'-3"
T-10"
8'-1"
0.040
11'-5"
11'-3"
10'-8"
10'-10"
10'-8"
10'-6"
9'4"
9'-1"
8'-8"
60
0.022
6'-5"
6'-4"
5'-11"
6'-1"
6'-0"
5'-11"
5'-9"
0'-0"
0'-0"
6'_1"
0.028
7'-4"
T-3"
6'-10"
7'-0"
6--11"
6'-10"
6--7"
0'-0"
0'-0"
7--10"
0.035
8'-5"
8'-4"
T-10"
18--11"
8--1"
T-11"
7'-10"
T-7"
0'-0"
0'-0"
11'-5"
0.040
9'-4"
9'-3"
8'-8"
7'-9"
8'-9"
8'-8"
8'-5'
0'-0"
0'-0"
IAbLL 4.110
ultispan) MU22
Wind Speed and E:
Snow Load
(psf)
Gauge
(in)
Exposure B
110 115 140
Exposure C
110 115 120 130 140 150
10 0.020
11'-5"
11'-1"
9'-9"
10'-2"
10'-0"
9'4"
9'-2"
8--10"
8'4"
LIVE 0.024
13'-3"
12'-10"
11'-4"
11'-10"
11'-7"
11'4'
10'-8"
10'-3"
9'-9"
0.032
16'-3"
15'-9"
14'-0"
14'-7"
14'-3"
14'-0"
13'-2"
12'4"
12'-0"
0.040
18'-5"
18'-1"
16-7"
17'-2"
16'-11"
16'-7"
15'-7"
15'-0"
14'-3"
Steel 0.018
14'-0"
13'-7"
12'-1"
12'-7"
12'-4"
12'-1"
11'-4"
10'-11"
10'-5"
20 0.020 9'-4" 9'-2" 8'-6" V-10" 8'-8" 8'-4" T-1" T-9,- 7--5"
LIVE
0.024
10'-10"
10'-8"
V-11"
10'-3"
10'-1"
9'-9"
9'-5"
9--0"
8'-8"
10'-8"
0.032
10.040
13'-5"
13'-2"
12'-3"
12'-8"
12'-5"
12'-0"
11'-8"
11'-2"
10'-8"
13'-2"
12'-0"
15'-10"
15'-7"
14'-6"
15'-0"
14'-9"
14'-3"
13'-10"
13'4"
12'-9"
Stee10.018
11'-7"
11'-4"
10'-7"
10'-11"
10'-9"
10'-5"
9'-0"
8'-7"
8'-2"
25 0.020
9'-2"
9'-2"
8'4"
8'-8"
8'-6"
8'-4"
8'-0"
T-9'-
T-5"
0.024
10'-8"
10'-8"
9'-9"
10'-1"
9'-11"
9'-9"
9'-3"
9'-0"
8'-8"
0.032
13'-2"
13'-2"
12'-0"
12'-5"
12'-3"
12'-0"
11'-6"
11'-2"
10'-8"
0.040
15-7"
15'-7"
14'-3"
14'-9"
14'-6"
14'4"
13'-7"
13'-3"
12'-9"
Steel 0.018
11'-4"
11'-4"
10'-5"
10'-9"
10'-7"
10'-5"
V-11"
8'-6"
8'-2"
30 0.020
8'-8"
8'4„
8'-0"
8'-3"
8'-1"
8'-0"
7'-8"
7'4"
T-2"
0.024
10'-1"
Y-11"
9'4"
9'-7"
9'-5"
9'-3"
8--11"
8'-7"
8'4"
0.032
12'-5"
12'-3"
11'-6"
11'-10„
11'-8"
11'-6"
11'-0"
10'-7"
10'-4"
0.040
14'-9"
14'-6"
13'-7"
14'-1"
13-10"
13'-7"
13'-1"
12'-7"
12'-3"
Steel 0.018
10'-9"
10'-7"
9'-0"
9'-5"
9'-2"
8'-11"
8'-7"
8'-3"
7'-11"
40 0.020
T-10"
T-9"
T-4"
T-5"
T-4"
7'-3"
T-1"
6--10"
6'-7"
0.024
9'-2"
9'-0"
8'-7"
8'-8"
8'-7"
8'-5"
8'-3"
7'-11"
7'-8"
0.032
11'4"
11'-2"
10'-7"
10'-8"
10'-7"
10'-5"
10'-2"
9--10"
9'-6"
0.040
13'-5"
13'-3"
12'-7"
12'-9"
12'-7"
12'4'
12'-1"
11'-9"
11'-4"
Steel 0.018
9'-3"
9'-0"
8'-5"
8'-9"
8'-6"
1 8'4"
8-4"
7'-9"
T-5"
60 0.020
6-5"
6'-5"
64"
6-5"
6'4-
64"
6--2"
6'-1"
5'-11"
0.024
T-6"
T-6"
7'-5"
7'-6"
T-6"
T-5"
T-2"
T-1"
6--11"
0.032
9'-3"
9'-3"
9'-2"
9'-3"
9'4"
9'-2"
8--11"
8'-9"
8'-6"
0.040
11'-0"
11'-0"
10'-11
11'-0"
11'-0"
10'-11"
10'-7"
10'-5"
10'-2"
Steel 0.018
8'-0"
T-11"
T-5"
7'-8°'
T-6"
T-5'
T-2"
0'-0"
V-0"
9 .F"YR" Flat Pnnal Miltianan) Mt121
Ground
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
(psf)
(in)
110 115 140 110 115 120 130 140 150
10
0.022
9'-2"
8'-11".7'-10"
9--2"
8'-2"
8'4"
7'-10"
7'4"
T-1"
6'-8"
LIVE
0.028
10'-9"
10'-5"
9'-2"
.9'-7"
9'-5"
9'-2"
8--7"
8'-4"
7--10"
12'-11"
0.035
12'-5"
12'-1"
10'-8"
11'-2"
10'-11"
10'-8"
10'4"
9'-8"
9'-2"
15'-0"
0.040
13'-8"
13'-3"
11'-9"
12'-3"
12'-0'
11'-9"
11--0"
10'-7"
10'-1"
20
0.022
T-6"
7'-4"
6'-10"
7'-1"
6'-11"
6'-8"6-6"
8'-2"
6'-2"
5'-11"
LIVE
0.028
8'-10"
8--7"
8'-0"
8'-4"
8'-2"
T-10"
T-7"
T-3"
7--0"
T-7"
0.035
10'-3"
10--0"
9'-4"
9'-8"
9'-6"
9'-2"
8'-11"
8'-6"
8'-2-'
8'-11"
0.040
11'-3"
111--0"
10'-3"
10'-T-
10--5"
10'-l"
9'-9"
9'-4"
9'-0"
25
0.022
7'-4"
7'-4"
6'-8"
6-11"
6--10"
6-8"64"
Steel 0.018"
6-2"
5-11"
8'-5"
0.028
8'-7"
8'-7"
T-10"
8'-2"
8'-0"
7'-10"
7'-6"
T-3"
7'-0"
11'-8"
0.035
10'-0"
10'-0"
9'-2"9'-6"
10'4"
9'-4"
9--2"
8'-9"
8'-6"
8'-2"
6'-9"
0.040
11'-0"
11'-0"
10'-1"
10'-5"
10'-3"
10'-1"
9'-8"
9'4"
1 9'-0"
30
0.022
6-11"
V-10"
64"
6'-7"
6-6"
6'4"
6'-1"
5'-10"
5-8"
12'-9"
0.028
8'-2"
8'-0"
T-6"
7'-9"
T-7"
7'-6"
7'-2"
6'-11"
6-9"
8--8"
0.035
9'-6"
9'-4"
8'-9"
9'-0"
8'-11 "
8'-9"
8'-5"
8'-1,,
11'-6"
11'-11"
0.040
10'-5"
10'-3"
9'-8"
9--11"
9'-9"
9--8"
9--3"
V-10"
8`�8"
40
0.022
6-3"
6-2"
5'-10"
5'-11"
5'-10"
5'-9"
5'-8"
5'-5"
5'-3"
8W"
0.028
T-5"
T-3"
6'-11"
7'-0"
6'-11"
6'-10"
6-8"
6'-5"
6'-3"
12'4"
0.035
8'-8"
8'-6"
8--1"
8'-2"
8--1"
8'-0"
7'-9"
T-6"
T-3"
8'-1"
0.040
9'-6" •
9'-4"
8'-10"
9'4"
V-10"
8'-9"
8'-7"
8'-3"
8--0"
60
0.022
5'-1"
5'-1"
4'-9"
4'-10"
4'-9"
4'-9"
4'-7"
0'-0"
0'-0"
6'_1"
0.028
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
6'-0"
5'-10"
5'-8"
5'-7"
7--10"
0.035
7'-1"
7'-1"
7'-0"
7'-1"
7'-1"
7'-0"
6'-9"
6'-8"
6'-6"
11'-5"
0.040
T-9"
7'-9"
7'-8"
7'-9"
7'-9"
7'-8"
7'-6"
7'-4"
7'_2"
1 AbLL 4.11
Metals Standard Plan (2012 IBC) 9/17/2013 Page 37 of 107
2.5"x12" Twin
Vee Panel
(Single Span) MU26
Snow Load
Gauge
Ground
Panel
Wind Speed and Exposure
110 115 140 110 115 120 130 140 150
Snow Load
Gauge
Exposure B
Exposure C
9--2"
(psf)
(in)
110 115 140
110 115 120 130 140 150
Metals Building Products
5005 Veteran's Memorial Hwy
10 0.020
8'-11"
8'-9"
7--7"
8'-0"
T-11"
T-7"
T-2"
6'-8"
6'4"
LIVE 0.027
13'-3"
12'-11"
11'-4"
11'-11"
11'-8"
11'-4"
10'-8"
8'-10"
8'-2"
Holbrook, NY 11741
0.040
15'-3"
15'-0"
13'-10"
14'-3"
14'-0"
13'-10"
13'-3"
12'-11"
12'-6"
(631) 563-4000
Steel 0.018"
12'-7"
12'-3"
10'-9"
11'-4"
11'-0"
10--9"
8'-10"
8'-4"
T-11"
8'-2"
Steel 0.024"
15'-5"
15'-0"
13'-4"
13'-11"
13'-7"
13'-4"
12'-6"
12'-1"
11'-6"
Carl Putnam,
20 0.020
7'-9"
T-7"
6-10"
T-2"
6'-11"
6-9"
6-6„
6-2"
5'-10"
LIVE 0.027
1
10'-11"
10'-8"
8'-11"
9'4"
9'-1"
V-10"
8'-6"
8'-1"
T-8"
3441 Ivylink Place
0.040
13'-5"
13'-3"
12'-8"
12'-11"
12'-9"
12'-6"
12'-3"
11'-11"
11'-7"
Lynchburg, VA 24503
Steel 0.018"
9'-7"
9'-5"
8'-5"
8'-10"
8'-7"
8'-4"
8'-0"
T-7"
T-2"
carlputnam(&comcast.net
Steel 0.024"
12'-9"
12'-6"
11'-8"
12'-1"
11--11"
11'-6"
11'-2"
10'4"
9--1"
9'-4"
25 0.020
T-7"
7'-6"
6'-9"
T-0"
6'-10"
6'-9"
6'-5"
6--1"
5'-10"
0.027
10'-8"
10'-8"
8--10"
9--2"
8--11"
8'-10"
8'-4"
8'-0"
T-8"
8'-4"
0.040
13'-3"
13'-3"
12'-6"
12'-9"
12'-8"
12'-6"
12'-1"
11'-11"
11'-7"
10'-7"
Steel 0.018"
9'-5"
9'-3"
8'4"
8--8"
8--5"
8'4"
7'-11'-
T-6"
7'-2"
Jr�,1
Steel 0.024"
12'-6"
12'-6"
11'-6"
11'-11"
11'-8"
11'-6"
11'-0"
10'-8"
9'-1"
12'-9"
30 0.020
7'-3"
T-2"
6-6"
6--9"
6'-7'-
6-5"
6'-2"
5--11"
6-8--
'-8"0.027
0.027
9'-6"
9'4"
8'-6"
V-10"
8W"
8'4-'
8'-1"
7'-9"
T-5"
a
0.040
12'-9"
12'-8"
12'-1"
12'4"
12'4"
12'-1"
11'-9"
11'-6"
11'-3"
y
Steel 0.018"
V-11"
8'-10"
8'-0"
8'4"
8'-1"
T-11"
T-7"
T-3"
6'-11"
10'-7"
Steel 0.024"
11'-11"
11'-8"
11'-0"
111'-4"
11'-2"
11--0"
10'-6"
9'-2"
8'-9"
? 660 o `'
40 0.020
6-8"
6-6"
6'-1"
6'4-
6'_1"
6-0"
5'-9"
5'-7"
5'-4"
0.027
8'-8"
8'-6"
T-11"
8'-2"
8'-0"
7--10"
7'-6"
7'-4"
7'-0"
4 '
0
0.040
12'-0"
11'-11"
11'-6"
11'-7"
11'-6"
11'-5"
11'-2"
10'-10"
10'-6"
AL
Steel 0.018"
8'-2"
8'-0"
7'-5"
T-8"
7'-6"
7'4"
T-0"
6-10"
6'-6"
SEP 202013
Steel 0.024"
10'-10"
10'-8"
9'-4"
9'-8"
9'-5"
9'-3"
8'-10"
8'-7"
8'-3"
60 0.020
5'-9"
5-4"
64"
6-6"
5'-5"
64"
5-2"
0'-0"
U-0"
0.027
T-6"
T-5"
T-0"
T-2"
T-1"
7--0"
6'-9"
0'-0"
0--g-
0.040
10'-2"
10'-2"
9'-6"
9'-9"
9'-7"
9'-6"
9'-2"
0'-0"
0--0"
Steel 0.018"
7'-0"
6'-11"
6-6"
6-8"
6'-7'
6'-6"
6'-3"
0'-0"
0'-0"
Steel 0.024"
8'-10"
8'-9"
8'-3".
8'-6"
14"
8'-3"
8'-0"
0'-0"
0'-0"
TABLE 4.15
9 r,"v19" Twin \/aa Pnnal
/Mnitisnanl Mt 199
Ground ,
Panel
Wind Speed and Exposure
Snow Load
Gauge
Exposure B Exposure C
(psf)
(in)
110 115 140 110 115 120 130 140 150
10'' 0.020
10'-2"
V-11"
8'-9"
9--2"
8--11"
8--9"
8'-2"
T-11"
T-6"
LIVE 0.027
13'-3"
12'-11"
11'-4"
11'-11"
11'-8"
11'-4"
10'-8"
10'-3"
9'-9"
0.040
15'-3"
15'-0"
13'-10"
14'-3"
14'-0"
13'-10"
13'-3"
12'-11"
12'-6"
Steel'0.018"
13'=8"
13'-3"
11'-9"
12'-4"
12'-0"
11'-9"
11'-1"
10'-7"
8'-0"
Steel 0.024"
15'-11"
15'-6"
13'-9"
14'-4"
14'-1"
13'-9"
12'-11"
12'-6"
11'-11'
20 =- 0.020
8'-4"
8'-2"
7'-7"
T-11"
T-9"
T-6"
7'-3"
6'-11"
6-8"
LIVE 0.027
10'-11"
10'-8"
9'-11"
10'-3"
10'-1"
9'-9"
9--6"
9'A"
8'-8"
0.040
13'-5"
13'-3"
12'-8"
12'-11"
12'-9"
12'-6"
12'-3"
11'-11"
11'-7"
Steel 0.018"
11'-3"
11'-1"
1 V-3"
10'-8"
10'-6"
9'-2"
8'-10"
8'-5"
8--0"
Steel 0.024"
13'-2"
12'-11"
12'-1"
12'-6"
12'-3"
11'-11"
11'-6"
11'-0"
10'-7"
25 0.020
8'-2"
8'-2"
7'-6"
T-9"
7--7"
7'-6"
7--2"
6'-11"
6'-8"
0.027
10'-8"
10'-8"
9'-9"
10'-1"
9'-11"
9'-9"
9'-4"
9--1"
8'-8"
0.040
13'-3"
13'-3"
12'-6"
12'-9"
12'-8"
12'-6"
12'-1"
11'-11"
11'-7"
Steel 0.018"
11'-1"
11'-1"
9'-2"
10'-6"
9'-3"
9'-2"
8'-9"
8'-4"
8'-0"
;Steel fi;04"'-11"
12'-11"
11'-11"
12'-3"
12'-1"
11'-11"
11'-4"
11'-0"
10'-7"
30' 0.020
7'4"
7'-7"
T_2"
7'-4"
T-3"
T-2"
6--10"
6'-7"
6'-5"
0.027
10'-1"
9'-11"
9'4"
9--7"
9'4"
9'-4"
V-11"
8'-7"
8'-4"
0.040
12'-9"
12'-8"
12'-1"
12'47
12'4"
12'-1"
11'4"
11'-6"
11'-3"
Steel 0.018"
10'-6"
9'-8"
8--10"
9'-2"
8'-11"
8'-9"
8-4-
8'-1"
T-9".
Steel 0.024"
12'-3"
12'-1"
11'-4"
11'-8"
1 11'-6"
11'-4"
10'-11"
10'-6"
9'-1"
40 0.040
12'-0"
11'-11"
11'-6"
11'-7"
11'-6"
11'-5"
11'-2"
10-10"
Steel 0.024"
11'-2"
11'-0"
10'-6"
10'-7"
10'-6"
9'-7"
1 9'-2"
8--11"
8'-7"
60 0.040
10'-2"
10'4-
110'-1"
10'-2"
10'4"
10'-1"
9'-10"
9'-8"
9'-5"
Steel 0.024"
9'-2"
9'-1"
1 8'-7"
8'-9"
1 8'-8„
1 8-_T'
1 8'-4"
0'-0"
0'-0"
v�I -1 §1 --%1 acs
CITY COPY