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<br />NOTES:
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<br />1.) See Truss ~lanufacture's truss engineering cut sheets for additional permanent
<br />bracing that may be required.
<br />2,) "1'" bracing may be used in place of permanent br~cing provided it extends over at
<br />[e~st 90% of the web,
<br />
<br />TYPICAL CROSS BRACING
<br />o Er-[ AIL
<br />
<br />UPLIFT CONNECTORS
<br />HIP FRAMIN G
<br />
<br />MINIMUM PERMANENT TRUSS
<br />BRACING PLAN
<br />
<br />-
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<br />TYPICAL TRUSS OVERLAP DETAIL
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<br />;- 5 ~U-rWIJc, - s ti. vJA U- SE.G-noJ
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<br />c..oJVe.JnOJAl- ~MI~
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<br />VAU-E.Y -rrzUSS 02:.
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<br />Awn10rJAl- IJroeMKnoJ
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<br />VALLEY FRAMING DETAIL
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<br />SCALE: NTS,
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<br />SCALE: NTS,
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<br />TYPICAL INTERIOR LOAD BEARING WALL
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<br />SCALE: t\
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<br />SCALE: 3/4" = 1'-0"
<br />
<br />SCALE: 3/4" = 1'-0"
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<br />SCALE: 3/41' = 1'-0"
<br />
<br />
<br />REVISION BY
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<br />
<br />@ COPYRIGHT, 2002
<br />H. n1AYER HERSOM, ARCHITECT
<br />AND ASSiGNED On1ERS. NO
<br />UNAUTHORIZED USE OF ANY
<br />PART OR ENllRE DRAWiNG AS
<br />PRINTED ON n1IS SHEET,
<br />
<br />DRAWN
<br />CHECKED
<br />HTH
<br />DATE
<br />SCALE
<br />AS NOTED
<br />JOB NO.
<br />SHEET
<br />8=5
<br />
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