HomeMy WebLinkAbout57TR -6 LOAD DIAGRAMS
LOAD DIAGRAM #1 - TOP CHORD LOAD DIAGRAM #3 - BOTTOM CHORD
IL
20plf DL + 66plf SL 20plf DL
LOAD DIAGRAM #2 - TOP CHORD
NOTE: TRUSS TO SUPPORT LOADS AS SHOWN
AND AS MIRRORED.
CL
20plf SL
20
EAVE WHERE OCCUF
SEE PLAN AND DET
,TR -6
NO SCALE
r -A.
I• . M,10140 -30311161M
LOAD COMBINATION 1: DIAGRAMS 1,3
LOAD COMBINATION 2: DIAGRAMS 2,3
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 COMBINATIONS 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.
�iAMER TO INCLUDE AN ALLOWANCE FOR
ZUSS BRACING THAT WILL BE DESIGNED BY
JE TRUSS MANUFACTURER.
LOAD DIAGRAM #1 - TOP CHORD
CL
20plf DL + 66plf SL
LOAD DIAGRAM #2 - TOP CHORD
NOTE: TRUSS TO SUPPORT LOADS AS SHOWN
AND AS MIRRORED.
CL
.7'-6".
105pif
SL
20p1f SL 66p1f SL
20plf DL
SEE ARCH FOR
SOFFIT AND FACIA
NO SCALE
LOAD DIAGRAM #3 - TOP CHORD
6900# WIND CL 6900# WIND
7501 DL 750# DL
2'-8"
LOAD DIAGRAM #4 - TOP CHORD
NOTE: TRUSS TO SUPPORT LOADS AS SHOWN
AND AS MIRRORED.
CL 7600# WIND
6600# WIND 750# DL
2'-8'
LOAD COMBINATION 1: DIAGRAMS 1,3,6
LOAD COMBINATION 2: DIAGRAMS 1,4,6
LOAD COMBINATION 3: DIAGRAMS 1,5,6
LOAD COMBINATION 4: DIAGRAMS 2,3,6
LOAD COMBINATION 5: DIAGRAMS 2,4,6
LOAD COMBINATION 6: DIAGRAMS 2,5,6
NOTE: LOADS SHOWN ARE TOTAL LOADS
20plf DL
CL
SYMMETRICAL ABOUT
CENTERLINE
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. SEE S401 FOR STEEPLE LOADS ON TRUSS.
6. TRUSSES AND FRAMING ABOVE WALL TOP
PLATES TO BE FIRE TREATED.
7. FRAMER TO INCLUDE AN ALLOWANCE FOR
TRUSS BRACING THAT WILL BE DESIGNED BY
THE TRUSS MANUFACTURER.
SYMMETRICAL ABOUT
CENTERLINE
TR -7 AND TR -7B LOAD DIAGRAMS
LOAD DIAGRAM #1 - TOP CHORD L_0AD DIAGRAM #3 - BOTTOM CHORD
CL
66plf SL + 20plf DL 20plf DL
LOAD
NOTE:
AND A
IN
EAVE W
SEE PL)
CL
NO SCALE
TR -8 LOAD DIAGRAMS
LOAD DIAGRAM #1 - TOP CHORD LOAD DIAGRAM #3 - BOTTOM CHORD
IL
20plf DL
66plf SL + 20plf DL
LOAD
NOTE:
AND A
C
EAVE W
SEE PL)
OUTLINE
BEARIN(
LOUVER'
,TR -8
CL
NO SCALE
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
TOP CHORD TO BE
200 AT TR -7B
TR -8 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 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
V
Q
W IW
H
Z
Q �
W
Q
�V
0
z V)V
W
F-
V)
Q =
Q
9501 E. 86th St. Indianapolis IN
(317)849-6992 fax(317)849-6993
103 Wind Haven Nlcholsvllie KY
(859) 523-1500 fax (859) 523-1514
Stamp:
Z
Ln
i QQ ,•�O
�
6,. �v,
W
C14
w
o
o `�
z
Z'v
N: �v
C
o
J
z
U
Qw
Z
Ln
F-
Q
H
0
w
Q
Z
C
o
J
z
U
Z
0
w
Z
a�
od
Ce
L
Z
J
�
Q
�
U
0
Z
UJI
�
0
Project Number:
50049487510
Plan Series:
IPF -SC -10-04
Property Number:
500-4948
Sheet Title:
TRUSS
ELEVATIONS
Sheet:
S202
F-
Y)
w
C
o
U
iL
W
4
U
�
0
N
N
�
J
J
O
7
7
ro
N
O
fu
Project Number:
50049487510
Plan Series:
IPF -SC -10-04
Property Number:
500-4948
Sheet Title:
TRUSS
ELEVATIONS
Sheet:
S202