HomeMy WebLinkAbout59LOAD DIAGRAM #1 - TOP CHORD
CL
20plf DL + 66plf SL
LOAD DIAGRAM #2 - TOP CHORD
NOTE: TRUSS TO SUPPOF
AND AS MIRRORED.
CL
7'-6"
05plf
20plf SL
20plf DL
SEE ARCH FOR
SOFFIT AND FACIA
,TR -12
NU ZIUALL
LOAD DIAGRAM #3 - BOTTOM CHORD
20plf DL
LOAD COMBINATION 1: DIAGRAMS 1,3
LOAD COMBINA110N 2: DIAGRAMS 2,3
NOTE: LOADS SHOWN ARE TOTAL LOADS
CL
LOAD DIAGRAM #1 - TOP CHORD
IL
20plf DL + 94pif SL
LOAD DIAGRAM #2 - TOP CHORD
NOTE: TRUSS TO SUPPORT LOADS AS SHOWN
AND AS MIRROREE
20plf SL
20
EAVE WHERE OC,
SEE PLAN AND 1
NO SCALE
LOAD DIAGRAM #3 — BOTTOM CHORD
20plf DL
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.
7. 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
- - - — - = WEBBING TO
I DRIFT LOADS
,D
VALL TOP
NCE FOR
ESIGNED BY
LOAD DIAGRAM #1 — TOP CHORD
CL
20plf DL + 136plf SL
LOAD DIAGRAM #2 — TOP CHORD
NOTE: TRUSS TO SUPPOF
AND AS MIRRORED.
CL
9E
20plf DL
SEE ARCH FOR
SOFFIT AND FACIA
NO SCALE
TR—SC3 LOAD DIAGRAMS
TR-SC3 LOAD COMBINATIONS
LOAD COMBINATION 1: DIAGRAMS 1,3
LOAD COMBINATION 2: DIAGRAMS 2,3
NOTE: LOADS SHOWN ARE TOTAL LOADS
JOIST SUPPLIER
CL
GIRDER TRUSS WHERE
OCCURS, SEE PLAN
TRUSS TO BE DESIGNED
TO BE SUPPORTED BY
BEAM AND HANGER
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.
I•. SEE MECHANICAL DRAWINGS FOR DUCTS
RUNNING THRU TRUSSES. LOCATE WEBBING TO
ALLOW FOR DUCT RUNS.
i. SEE S104 FOR ADD1110NAL SNOW DRIFT LOADS
THAT MUST BE INCLUDED IN LOAD
COMBINATIONS.
i. TRUSSES AND FRAMING ABOVE WALL TOP
PLATE TO BE FIRE TREATED.
�. FRAMER TO INCLUDE AN ALLOWANCE FOR
TRUSS BRACING THAT WILL BE DESIGNED BY
THE TRUSS MANUFACTURER.
SYMMETRICAL ABOUT
CENTERLINE
LOAD DIAGRAM #1 - TOP CHORD
IL
20plf DL + 66plf SL
LOAD DIAGRAM #2 - TOP CHORD
NOTE: TRUSS TO SUPPOF
AND AS MIRRORED.
CL
.7'-6"
105plf
SL
20plf SL
20plf DL
EAVE WHERE OCCUF
SEE PLAN AND DET
TR -13
NU Z(UALL
LOAD DIAGRAM # - BOTTOM CHORD
20plf DL
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
CONFIGURA110N.
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.
SEE S104 FOR ADDITIONAL SNOW DRIFT LOADS
THAT MUST BE INCLUDED IN LOAD
COMBINATIONS.
TRUSSES AND FRAMING ABOVE WALL TOP
PLATE TO BE FIRE TREATED.
FRAMER TO INCLUDE AN ALLOWANCE FOR
TRUSS BRACING THAT WILL BE DESIGNED BY
THE TRUSS MANUFACTURER.
LOAD DIAGRAM #1 - TOP CHORD
IL
20plf DL + 66plf SL
LOAD DIAGRAM #2 - TOP CHORD
NOTE: TRUSS TO SUPPOf
AND AS MIRRORED.
CL
7'-6"
108p1f
SL
20plf SL
20plf DL
SEE ARCH FOR
SOFFIT AND FACIA
TR-=
NU JL:ALL
LOAD DIAGRAM #3 - BOTTOM CHORD
20plf DL
LOAD COMBINATION 1: DIAGRAMS 1,3
LOAD COMBINATION 2: DIAGRAMS 2,3
NOTE: LOADS SHOWN ARE TOTAL LOADS
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.
SEE MECHANICAL DRAWINGS FOR DUCTS
RUNNING THRU TRUSSES. LOCATE WEBBING TO
ALLOW FOR DUCT RUNS.
SEE S104 FOR ADDITIONAL SNOW DRIFT LOADS
THAT MUST BE INCLUDED IN LOAD
COMBINATIONS.
TRUSSES AND FRAMING ABOVE WALL TOP
PLATE TO BE FIRE TREATED.
FRAMER TO INCLUDE AN ALLOWANCE FOR
TRUSS BRACING THAT WILL BE DESIGNED BY
THE TRUSS MANUFACTURER.
SYMMETRICAL ABOUT
CENTERLINE
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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
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Plan Series:
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Property Number:
500-4948
Sheet Title:
TRUSS
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Project Number:
50049487510
Plan Series:
IPF -SC -10-04
Property Number:
500-4948
Sheet Title:
TRUSS
ELEVATIONS