HomeMy WebLinkAbout56TR -1 LOAD DIAGRAMS
LOAD DIAGRAM #1 - TOP CHORD LOAD DIAGRAM #3 - BOTTOM CHORD
IL
20pif DL
20pif DL + 66pif SL
LOAD DIAGRAM #4 - BOTTOM CHORD
2'-4' CL
LOAD DIAGRAM #2 - TOP CHORD
NOTE: TRUSS TO SUPPORT LOADS AS SHOWN --T
AND AS MIRRORED.
CL 160# LL
189-0"
108pif
SL
20plf SL
20pif DL
EAVE WHERE OCCUR'
SEE PLAN AND DETI
TR -1
NO SCALE
TR -1 LOAD COMBINATIONS
LOAD COMBINATION 1: DIAGRAMS 1,3,4
LOAD COMBINATION 2: DIAGRAMS 2,3,4
NOTE: LOADS SHOWN ARE TOTAL LOADS
CL
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
TR -3 LOAD DIAGRAMS
LOAD DIAGRAM #1 - TOP CHORD LOAD DIAGRAM 93 - BOTTOM CHORD
CL
20pif DL + 66pif SL 20plf DL
AD DIAGRAM #2 - TOP CHO
NOTE: TRUSS TO SUPPOI
AND AS MIRRORED.
CL
181-00
108pif
SL
20pif SL
20pif DL
EAVE WHERE OCCUF
SEE PLAN AND DET,
ITR -3
AIA C/IAI E'
TR -3 LOAD COMBINATIONS
LOAD COMBINATION 1: DIAGRAMS 1,3
LOAD COMBINATION 2: DIAGRAMS 2,3
NOTE: LOADS SHOWN ARE TOTAL LOADS
CL
TR -5 LOAD DIAGRAMS
LOAD DIAGRAM #1 - TOP CHORD LOAD DIAGRAM #,3 - BOTTOM CHORD
L
I66pif SL 20pif DL
20plf DL +
LOAD DIAGRAM #2 - TOP CHORD
NOTE: TRUSS TO SUPPOI
AND AS MIRRORED.
9
20plf DL
SEE ARCH FOR
SOFFIT AND FACIA
ITR -5
NO SCALE
TR -5 LOAD COMBINATIONS
LOAD COMBINATION 1: DIAGRAMS 1,3
LOAD COMBINATION 2: DIAGRAMS 2,3
NOTE: LOADS SHOWN ARE TOTAL LOADS
CL
3 1/2' MAX
EAM FOR FUTURE
HASE
I12USS TO BE DESIGNED
TO BE SUPPORTED BY
BEAM AND HANGER OF
FUTURE BUILDING PHASES
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
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
TR -2 LOAD DIAGRAMS
LOAD DIAGRAM #1 - TOP CHORD LOAD DIAGRAM #,3 - BOTTOM CHORD
IL
20plf DL + 66pif SL 20plf DL
LOAD DIAGRAM #2 - TOP CHORD
NOTE: TRUSS TO SUPPOI
AND AS MIRRORED.
CL
9E
20pif DL
SEE ARCH FOR
SOFFIT AND FACIA
TR -2
I1V JVI9LC
TR -2 LOAD COMBINATIONS
LOAD COMBINATION 1: DIAGRAMS 1,3
LOAD COMBINATION 2: DIAGRAMS 2,3
NOTE: LOADS SHOWN ARE TOTAL LOADS
CL
TR -4 LOAD DIAGRAMS
LOAD DIAGRAM #1 - TOP CHORD LOAD DIAGRAM #3 - BOTTOM CHORD
IL
20pif DL + 66pif SL 20pif DL
LOAD DIAGRAM #2 - TOP CHORD
NOTE: TRUSS TO SUPPORT LOADS AS SHOWN
AND AS MIRRORED.
SYMMETRICAL ABOU CL
CENTERLINE
95pif
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
TOP CHORD AT
PLE LOCATION TRIM TAIL
'AVE TO 2x6 DIMENSION
TR -9 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
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9501 E. 86th St. Indianapolis IN
(317) 849-6992 fax (317) 849-6993
103 Wind Haven Nicholsvllle KY
(859)523-1500 fax(859)523-1514
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Plan Series:
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Property Number:
500-4948
Sheet Title:
TRUSS
ELEVATIONS
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Plan Series:
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Property Number:
500-4948
Sheet Title:
TRUSS
ELEVATIONS
�Sheet:
S201
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Project Number:
50049487510
Plan Series:
IPF -SC -10-04
Property Number:
500-4948
Sheet Title:
TRUSS
ELEVATIONS
�Sheet:
S201
6