08-1316-001IN
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ALL TRUSSES SPACED 24" Q.C. UNLESS OTHERWISE SPECIFIED
UPLIFT CONNECTIONS TO TRUSSES AND GIRDER
TRUSSES IS THE RESPONSIBILITY ENGINEER,
ALL NECESSARY REPAIRS TO TRUSSES
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�,I "ATTENTION BUILDER*
THE BOTTOM CHORD IN EXCESS OF 35 FEV10.7m) (1824
mm) OVERALL HEIGHT. ERECTION SHALL JE SUPERVISED BY EITHER
NOTE: LABELING TRUSSES IS A SERVICE, NOT A REQUIREMENT.
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F.B.C.2319.17.2.4.2 FOR TRUSSES HAVING N OVERALL LENGTH OF
OR 8 FEET
ALL TRUSSES SPACED 24" Q.C. UNLESS OTHERWISE SPECIFIED
UPLIFT CONNECTIONS TO TRUSSES AND GIRDER
TRUSSES IS THE RESPONSIBILITY ENGINEER,
ALL NECESSARY REPAIRS TO TRUSSES
REVISION OF THIS SHOP DRAWING BY PROFESSIONAL ENGINEER IS IN COMPLIAIi --- - -
EF!T
_ ■ C
�,I "ATTENTION BUILDER*
THE BOTTOM CHORD IN EXCESS OF 35 FEV10.7m) (1824
mm) OVERALL HEIGHT. ERECTION SHALL JE SUPERVISED BY EITHER
NOTE: LABELING TRUSSES IS A SERVICE, NOT A REQUIREMENT.
ARCHITECT OR G.C., NOT TH FABRICATOR. O NOT
CO. WITH N 48 HOURS OF DISCOVERY. OVERY.
FOR ALL BUILD NG COMPONENTS NOT FABRICATED BY REST�TRUSS COTRE.rERE 0 „..
ARCHITECT OR ENGINEER FOR COMPLETE CORRELATION Gr' THL — FO3MA"ION - a
A REGISTERED PROFESSIONAL ENGINEERER REGISTERED
ENGINNEERED DRAWINGS SUPERSEDES LABELING OF TRUSSES.
IT IS THE RESPONSIBILITY OF THE BUILDER TO UTILIZE
CUT OR ALTER TRUSSES BEFORE NOTIFYING ANDIOR
APPROVAL IN WRITTING BY BEST TRUSS CO.
TRUSS LAYOUT IS A PLACEMENT
PLAN ONLY
THIS SHOP DRAWING WITH L OTHER TRADES, STRUCTURAL BEAMS,
ALL DIMENSIONS
ARCHITECT RETAINED BY THE CONTRACVR•
ENGINNEERED DRAWINGS WHEN ERECTING THE TRUSSES.
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REQUIREMENTS THE
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APPROVED TRUSS ANCHOR BY BUILDER
BOTTOM = 2x4 MIN.
TOP = 2x4 MIN.
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It RESPONSIBILITY
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SQUARE HEEL HEIGHT 2x4 OVERHANG
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BOTTOM = 2x4 MIN.
• • 2x4 MIN. 12
MEAN HEIGHT
ALL TRUSSES SHOWN ON THIS LAYOUT w
ARE TO BE ENGINEERED WITH A MEAN
HEIGHT OF
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WIND DESIGN VELOCITY •. - i
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IMPORTANCE FACTOR 1.00
WIND LOAD DURATION F• • R + +
HANGER LIST
HANGER HANGER TRUSS I.D.
MANUF. I.D.
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CO. M IMPORTANT NOTE III ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE �- W!R 0 0 Z Z PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS uju)iRw:ra.Q-m�=)(L:
THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES 0:<=-Owm uj w U)a.
BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS < u- 0 0 X LL Z M m —z
FOR LOSS OF OR ADDITIONAL •
RESPONSIBLE ONLY •` REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE
WITH MANUFACTURING DEFECTS • -r• NOT CONFORM TO APPROVED LAYOUT.
NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED IN
SPACED24"O.C. ACCORDANCE WITH F.B.C. r•r
UNLESS OTHERWISE SPECIFIED
ALL UPLIFT CONNECTION TO TRUSSES
AND GIRDER
RESPONSIBILITY OF OR
GENERAL CONTRACTOR.
SPECIAL HANGERS BY L� L06F AREA:1 301 SQ. FT.
PURCHASER • - PACKAGE.
PLEASE REFER TO INDIVIDUAL ENGINE�RIN(' ;
SHEETS - NUMBER OF PLIES AND DIFFERENT TRUSS DESIGNS
NAILING/BOLTING PATTERN REQUIRED FOR 12
GIRDER TRUSSES. -. i* HIPS, ETC.
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APPROVED i. ; BUILDER
SQUARE HEEL HEIGHT 2x4 OVERHANG
r
BOTTOM = 2x4 MIN.
• • 2x4 MIN. 12
MEAN HEIGHT
ALL TRUSSES SHOWN ON THIS LAYOUT w
ARE TO BE ENGINEERED WITH A MEAN
HEIGHT OF
f
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TOTAL STRESS 'CREASE
PLATE STRESS INCREASE:
EXPOSURE CATEGORY
BUILDING CATEGORY i ,. ..
WIND DESIGN VELOCITY •. - i
i .. J'
IMPORTANCE FACTOR 1.00
WIND LOAD DURATION F• • R + +
HANGER LIST
HANGER HANGER TRUSS I.D.
MANUF. I.D.
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CO. M IMPORTANT NOTE III ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE �- W!R 0 0 Z Z PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS uju)iRw:ra.Q-m�=)(L:
THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES 0:<=-Owm uj w U)a.
BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS < u- 0 0 X LL Z M m —z
FOR LOSS OF OR ADDITIONAL •
RESPONSIBLE ONLY •` REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE
WITH MANUFACTURING DEFECTS • -r• NOT CONFORM TO APPROVED LAYOUT.
NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED IN
SPACED24"O.C. ACCORDANCE WITH F.B.C. r•r
UNLESS OTHERWISE SPECIFIED
ALL UPLIFT CONNECTION TO TRUSSES
AND GIRDER
RESPONSIBILITY OF OR
GENERAL CONTRACTOR.
SPECIAL HANGERS BY L� L06F AREA:1 301 SQ. FT.
PURCHASER • - PACKAGE.
PLEASE REFER TO INDIVIDUAL ENGINE�RIN(' ;
SHEETS - NUMBER OF PLIES AND DIFFERENT TRUSS DESIGNS
NAILING/BOLTING PATTERN REQUIRED FOR 12
GIRDER TRUSSES. -. i* HIPS, ETC.
VALLEY SHEATHING UNDER ALL
BY • t , i
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TOTAL STRESS 'CREASE
PLATE STRESS INCREASE:
EXPOSURE CATEGORY
BUILDING CATEGORY i ,. ..
WIND DESIGN VELOCITY •. - i
i .. J'
IMPORTANCE FACTOR 1.00
WIND LOAD DURATION F• • R + +
HANGER LIST
HANGER HANGER TRUSS I.D.
MANUF. I.D.
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CO. M IMPORTANT NOTE III ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE �- W!R 0 0 Z Z PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS uju)iRw:ra.Q-m�=)(L:
THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES 0:<=-Owm uj w U)a.
BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS < u- 0 0 X LL Z M m —z
FOR LOSS OF OR ADDITIONAL •
RESPONSIBLE ONLY •` REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE
WITH MANUFACTURING DEFECTS • -r• NOT CONFORM TO APPROVED LAYOUT.
NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED IN
SPACED24"O.C. ACCORDANCE WITH F.B.C. r•r
UNLESS OTHERWISE SPECIFIED
ALL UPLIFT CONNECTION TO TRUSSES
AND GIRDER
RESPONSIBILITY OF OR
GENERAL CONTRACTOR.
SPECIAL HANGERS BY L� L06F AREA:1 301 SQ. FT.
PURCHASER • - PACKAGE.
PLEASE REFER TO INDIVIDUAL ENGINE�RIN(' ;
SHEETS - NUMBER OF PLIES AND DIFFERENT TRUSS DESIGNS
NAILING/BOLTING PATTERN REQUIRED FOR 12
GIRDER TRUSSES. -. i* HIPS, ETC.
VALLEY SHEATHING UNDER ALL
BY • t , i
w - -on I", rilm"a -We] V- - r
• IT, I 'r 'rr 1
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•- Me:. I I W 011111111111111111111 •'! -� i
i� i��ii r - .i! a ���1�L ' • i� �'��' ` r � r ia�>!�� � '
TOTAL STRESS 'CREASE
PLATE STRESS INCREASE:
EXPOSURE CATEGORY
BUILDING CATEGORY i ,. ..
WIND DESIGN VELOCITY •. - i
i .. J'
IMPORTANCE FACTOR 1.00
WIND LOAD DURATION F• • R + +
HANGER LIST
HANGER HANGER TRUSS I.D.
MANUF. I.D.
i ,
.• LL
=)O00 . r
„ i a
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• •
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STRUCTURAL U DING DEP
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APPROVED BY. ow ow ..
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•
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f
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a0 a y
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in • '
• R. �*
CO. M IMPORTANT NOTE III ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE �- W!R 0 0 Z Z PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS uju)iRw:ra.Q-m�=)(L:
THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES 0:<=-Owm uj w U)a.
BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS < u- 0 0 X LL Z M m —z
FOR LOSS OF OR ADDITIONAL •
RESPONSIBLE ONLY •` REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE
WITH MANUFACTURING DEFECTS • -r• NOT CONFORM TO APPROVED LAYOUT.
NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED IN
SPACED24"O.C. ACCORDANCE WITH F.B.C. r•r
UNLESS OTHERWISE SPECIFIED
ALL UPLIFT CONNECTION TO TRUSSES
AND GIRDER
RESPONSIBILITY OF OR
GENERAL CONTRACTOR.
SPECIAL HANGERS BY L� L06F AREA:1 301 SQ. FT.
PURCHASER • - PACKAGE.
PLEASE REFER TO INDIVIDUAL ENGINE�RIN(' ;
SHEETS - NUMBER OF PLIES AND DIFFERENT TRUSS DESIGNS
NAILING/BOLTING PATTERN REQUIRED FOR 12
GIRDER TRUSSES. -. i* HIPS, ETC.
VALLEY SHEATHING UNDER ALL
BY • t , i
HANGER LIST
HANGER HANGER TRUSS I.D.
MANUF. I.D.
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STRUCTURAL U DING DEP
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APPROVED BY. ow ow ..
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•
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f
• •
a0 a y
M • * CO • • • • (6 LL
in • '
• R. �*
CO. M IMPORTANT NOTE III ERECTING ROOF TRUSSES IS A COMPLEX TASK TO BE �- W!R 0 0 Z Z PERFORMED BY EXPERIENCED PROFESSIONALS. BEST TRUSS CO. EXPECTS uju)iRw:ra.Q-m�=)(L:
THE TRUSS ERECTION PERSON TO THOROUGHLY PREP THESE TRUSSES 0:<=-Owm uj w U)a.
BEFORE ERECTING THEM. NO CONSIDERATION WILL BE MADE BY BEST TRUSS < u- 0 0 X LL Z M m —z
FOR LOSS OF OR ADDITIONAL •
RESPONSIBLE ONLY •` REPLACING OR REPAIRING DAMAGED TRUSS OR THOSE
WITH MANUFACTURING DEFECTS • -r• NOT CONFORM TO APPROVED LAYOUT.
NOTE: NORMALY ALL TRUSSES ARE TRUSSES ARE DESIGNED IN
SPACED24"O.C. ACCORDANCE WITH F.B.C. r•r
UNLESS OTHERWISE SPECIFIED
ALL UPLIFT CONNECTION TO TRUSSES
AND GIRDER
RESPONSIBILITY OF OR
GENERAL CONTRACTOR.
SPECIAL HANGERS BY L� L06F AREA:1 301 SQ. FT.
PURCHASER • - PACKAGE.
PLEASE REFER TO INDIVIDUAL ENGINE�RIN(' ;
SHEETS - NUMBER OF PLIES AND DIFFERENT TRUSS DESIGNS
NAILING/BOLTING PATTERN REQUIRED FOR 12
GIRDER TRUSSES. -. i* HIPS, ETC.
VALLEY SHEATHING UNDER ALL
BY • t , i