HomeMy WebLinkAbout58TR -9 LOAD DIAGRAMS
LOAD DIAGRAM #1 — TOP CHORD LOAD DIAGRAM ; — BOTTOM CHORD
CL
66plf SL + 20plf DL 20plf DL
LOAD DIAGE
NOTE: TRU!
AND AS MIRI
EAVE
SEE F
LOAD DIAGRAM #4 — BOTTOM CHORD
C�
80pif LL
LOAD DIAGRAM J5 — BOTTOM CHORD
L3' -0"L Ct 113'-0"11
CL
L�__[
TR -9
(
NO SCALE
TR -10 LOAD DIAGRAMS
LOAD DIAGRAM #1 — TOP CHORD LOAD DIAGRAM #3 — BOTTOM CHORD
CL
66plf SL + 20plf DL 20plf DL
LOAD
NOTE:
AND A
■
EAVE W
SEE PU
CL
,TR -10
NO 5GALL
TR -9 LOAD COMBINATION
NOTE: LOADS SHOWN ARE TOTAL LOADS
NOTES:
1. TRUSS WEBS ARE NOT SHOWN, SEE TRUSS
SUPPLIER DRAWINGS FOR TRUSS
CONFIGURATION.
2. PRESS PLATES AT 20 MEMBERS SUPPORTING
INSULATION MAY BE SIZED TO SUPPORT
REQUIRED LOAD, THEY DO NOT NEED TO BE
OVERSIZED PER CHURCH SPECIFICATIONS.
3. LOAD COMBINATIONS SHOWN ARE IN ADDITION
TO THE 2009 IBC WIND AND SEISMIC LOAD
COMBINATIONS. ALL TRUSSES SHALL BE
DESIGNED PER LOAD COMBINATIONS SPECIFIED
IN IBC SECTION 1605.
4. SEE MECHANICAL DRAWINGS FOR DUCTS
RUNNING THRU TRUSSES. LOCATE WEBBING TO
ALLOW FOR DUCT RUNS.
5. TRUSSES AND WALL FRAMING ABOVE TOP
PLATE TO BE FIRE TREATED.
6. FRAMER TO INCLUDE AN ALLOWANCE FOR
TRUSS BRACING THAT WILL BE DESIGNED BY
THE TRUSS MANUFACTURER.
SYMMETRICAL ABOUT
CENTERLINE
TRUSS TO EXTEND END OF
FOLDING PARTITION POCKET
WHERE OCCURS
TR -10 LOAD COMBINATIONS
LOAD COMBINATION 1: DIAGRAMS 1,3
LOAD COMBINATION 2: DIAGRAMS 2,3
NOTE: LOADS SHOWN ARE TOTAL LOADS
NOTES:
1. TRUSS WEBS ARE NOT SHOWN, SEE TRUSS
SUPPLIER DRAWINGS FOR TRUSS
CONFIGURATION.
2. PRESS PLATES AT 2x4 MEMBERS SUPPORTING
INSULATION MAY BE SIZED TO SUPPORT
REQUIRED LOAD, THEY DO NOT NEED TO BE
OVERSIZED PER CHURCH SPECIFICATIONS.
3. LOAD COMBINATIONS SHOWN ARE IN ADDITION
TO THE 2009 IBC WIND AND SEISMIC LOAD
COMBINATIONS. ALL TRUSSES SHALL BE
DESIGNED PER LOAD COMBINATIONS SPECIFIED
IN IBC SECTION 1605.
4. SEE MECHANICAL DRAWINGS FOR DUCTS
RUNNING THRU TRUSSES. LOCATE WEBBING TO
ALLOW FOR DUCT RUNS.
5. TRUSSES AND WALL FRAMING ABOVE TOP
PLATE TO BE FIRE TREATED.
6. FRAMER TO INCLUDE AN ALLOWANCE FOR
TRUSS BRACING THAT WILL BE DESIGNED BY
THE TRUSS MANUFACTURER.
SYMMETRICAL ABOUT
CENTERLINE
12 / \
4.5�
/ \J
NO SCALE
TR -11 LOAD DIAGRAMS
LOAD DIAGRAM #1 - TOP CHORD LOAD DIAGRAM #3 - TOP CHORD
CL NOTE: TRUSS TO SUPPORT LOADS AS SHOWN
AND AS MIRRORED.
20plf DL + 66plf SSL 184plf SL
66plf SL
20plf DL
AD DIAGRAM #2 - TOP CHORD
NOTE: TRUSS TO SUPPORT LOADS AS
AND AS MIRRORED.
CL
7'-6" .
05plf
20plf SL I
66plf SL
20plf DL
11
NO SCALE
TR -11 LOAD COMBINATIONS
LOAD COMBINATION 1: DIAGRAMS 1,4
LOAD COMBINATION 2: DIAGRAMS 2,4
LOAD COMBINATION 3: DIAGRAMS 3,4
NOTE: LOADS SHOWN ARE TOTAL LOADS
CL
NOTES:
1. TRUSS WEBS ARE NOT SHOWN, SEE TRUSS
SUPPLIER DRAWINGS FOR TRUSS
CONFIGURATION.
2. PRESS PLATES AT 2x4 MEMBERS SUPPORTING
INSULATION MAY BE SIZED TO SUPPORT
REQUIRED LOAD, THEY DO NOT NEED TO BE
OVERSIZED PER CHURCH SPECIFICATIONS.
3. LOAD COMBINATIONS SHOWN ARE IN ADDITION
TO THE 2009 IBC WIND AND SEISMIC LOAD
COMBINATIONS. ALL TRUSSES SHALL BE
DESIGNED PER LOAD COMBINA11ONS SPECIFIED
IN IBC SECTION 1605.
4. SEE MECHANICAL DRAWINGS FOR DUCTS
RUNNING THRU TRUSSES. LOCATE WEBBING TO
ALLOW FOR DUCT RUNS.
5. SEE S104 FOR ADDITIONAL SNOW DRIFT LOADS
THAT MUST BE INCLUDED IN LOAD
COMBINATIONS.
6. TRUSSES AND FRAMING ABOVE WALL TOP
PLATE TO BE FIRE TREATED.
FRAMER TO INCLUDE AN ALLOWANCE FOR
TRUSS BRACING THAT WILL BE DESIGNED BY
SYMMETRICAL ABOUT
CENTERLINE
Q
W W
z
Q�
y
W
0
V
O Q
7 V)
V
UunW
Q =
V
Q
9501 E. 86th St. Indianapolis IN
(317)849-6992 fax(317)849-6993
103 Wind Haven Nlcholsvllle KY
(859) 523-1500 fax (859) 523-1514
Stamp:
Z�
Cl) :l— N�
=rr :fn
/llllllllll
aw
3 2
LOAD COMBINATION 1:
DIAGRAMS 1,3,4
LOAD COMBINATION 2:
DIAGRAMS 1,3,5
LOAD COMBINATION 3:
DIAGRAMS 2,3,4
LOAD COMBINATION 4:
DIAGRAMS 2,3,5
NOTE: LOADS SHOWN ARE TOTAL LOADS
NOTES:
1. TRUSS WEBS ARE NOT SHOWN, SEE TRUSS
SUPPLIER DRAWINGS FOR TRUSS
CONFIGURATION.
2. PRESS PLATES AT 20 MEMBERS SUPPORTING
INSULATION MAY BE SIZED TO SUPPORT
REQUIRED LOAD, THEY DO NOT NEED TO BE
OVERSIZED PER CHURCH SPECIFICATIONS.
3. LOAD COMBINATIONS SHOWN ARE IN ADDITION
TO THE 2009 IBC WIND AND SEISMIC LOAD
COMBINATIONS. ALL TRUSSES SHALL BE
DESIGNED PER LOAD COMBINATIONS SPECIFIED
IN IBC SECTION 1605.
4. SEE MECHANICAL DRAWINGS FOR DUCTS
RUNNING THRU TRUSSES. LOCATE WEBBING TO
ALLOW FOR DUCT RUNS.
5. TRUSSES AND WALL FRAMING ABOVE TOP
PLATE TO BE FIRE TREATED.
6. FRAMER TO INCLUDE AN ALLOWANCE FOR
TRUSS BRACING THAT WILL BE DESIGNED BY
THE TRUSS MANUFACTURER.
SYMMETRICAL ABOUT
CENTERLINE
TRUSS TO EXTEND END OF
FOLDING PARTITION POCKET
WHERE OCCURS
TR -10 LOAD COMBINATIONS
LOAD COMBINATION 1: DIAGRAMS 1,3
LOAD COMBINATION 2: DIAGRAMS 2,3
NOTE: LOADS SHOWN ARE TOTAL LOADS
NOTES:
1. TRUSS WEBS ARE NOT SHOWN, SEE TRUSS
SUPPLIER DRAWINGS FOR TRUSS
CONFIGURATION.
2. PRESS PLATES AT 2x4 MEMBERS SUPPORTING
INSULATION MAY BE SIZED TO SUPPORT
REQUIRED LOAD, THEY DO NOT NEED TO BE
OVERSIZED PER CHURCH SPECIFICATIONS.
3. LOAD COMBINATIONS SHOWN ARE IN ADDITION
TO THE 2009 IBC WIND AND SEISMIC LOAD
COMBINATIONS. ALL TRUSSES SHALL BE
DESIGNED PER LOAD COMBINATIONS SPECIFIED
IN IBC SECTION 1605.
4. SEE MECHANICAL DRAWINGS FOR DUCTS
RUNNING THRU TRUSSES. LOCATE WEBBING TO
ALLOW FOR DUCT RUNS.
5. TRUSSES AND WALL FRAMING ABOVE TOP
PLATE TO BE FIRE TREATED.
6. FRAMER TO INCLUDE AN ALLOWANCE FOR
TRUSS BRACING THAT WILL BE DESIGNED BY
THE TRUSS MANUFACTURER.
SYMMETRICAL ABOUT
CENTERLINE
12 / \
4.5�
/ \J
NO SCALE
TR -11 LOAD DIAGRAMS
LOAD DIAGRAM #1 - TOP CHORD LOAD DIAGRAM #3 - TOP CHORD
CL NOTE: TRUSS TO SUPPORT LOADS AS SHOWN
AND AS MIRRORED.
20plf DL + 66plf SSL 184plf SL
66plf SL
20plf DL
AD DIAGRAM #2 - TOP CHORD
NOTE: TRUSS TO SUPPORT LOADS AS
AND AS MIRRORED.
CL
7'-6" .
05plf
20plf SL I
66plf SL
20plf DL
11
NO SCALE
TR -11 LOAD COMBINATIONS
LOAD COMBINATION 1: DIAGRAMS 1,4
LOAD COMBINATION 2: DIAGRAMS 2,4
LOAD COMBINATION 3: DIAGRAMS 3,4
NOTE: LOADS SHOWN ARE TOTAL LOADS
CL
NOTES:
1. TRUSS WEBS ARE NOT SHOWN, SEE TRUSS
SUPPLIER DRAWINGS FOR TRUSS
CONFIGURATION.
2. PRESS PLATES AT 2x4 MEMBERS SUPPORTING
INSULATION MAY BE SIZED TO SUPPORT
REQUIRED LOAD, THEY DO NOT NEED TO BE
OVERSIZED PER CHURCH SPECIFICATIONS.
3. LOAD COMBINATIONS SHOWN ARE IN ADDITION
TO THE 2009 IBC WIND AND SEISMIC LOAD
COMBINATIONS. ALL TRUSSES SHALL BE
DESIGNED PER LOAD COMBINA11ONS SPECIFIED
IN IBC SECTION 1605.
4. SEE MECHANICAL DRAWINGS FOR DUCTS
RUNNING THRU TRUSSES. LOCATE WEBBING TO
ALLOW FOR DUCT RUNS.
5. SEE S104 FOR ADDITIONAL SNOW DRIFT LOADS
THAT MUST BE INCLUDED IN LOAD
COMBINATIONS.
6. TRUSSES AND FRAMING ABOVE WALL TOP
PLATE TO BE FIRE TREATED.
FRAMER TO INCLUDE AN ALLOWANCE FOR
TRUSS BRACING THAT WILL BE DESIGNED BY
SYMMETRICAL ABOUT
CENTERLINE
Q
W W
z
Q�
y
W
0
V
O Q
7 V)
V
UunW
Q =
V
Q
9501 E. 86th St. Indianapolis IN
(317)849-6992 fax(317)849-6993
103 Wind Haven Nlcholsvllle KY
(859) 523-1500 fax (859) 523-1514
Stamp:
Z�
Cl) :l— N�
=rr :fn
/llllllllll
aw
z�
V)tu-
o
u'
o
a=
�o
U
3:
=
�
=
a
z(D
O0
o
1
L
V
v
0
'-'
Z
J
s
�-
Z
Z
J
O
w
a�
Q�
Z
LU
is
J
J
o
_a
Z
UJI
N
O
ro
Project Number:
50049487510
Plan Series:
IPF -SC -10-04
Property Number:
500-4948
Sheet Title:
TRUSS
ELEVATIONS
Sheet:
S203
V)tu-
o
u'
o
U
3:
=
O0
o
Liq
r-�
L
L
V
v
0
N
N
}
J
J
o
N
O
ro
112:1
-IIIJ
Project Number:
50049487510
Plan Series:
IPF -SC -10-04
Property Number:
500-4948
Sheet Title:
TRUSS
ELEVATIONS
Sheet:
S203