HomeMy WebLinkAboutGN010.4 2nd fl TrussBBO2 BBO4
FE02
F13
F13
F13
F15
F15
F13
F13
F01
F01
FG08
FG08
F01
FG09
F18
F18
F02
F02
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FG10FG11F17
FG15
FG14 FG13FG12 FG18
FG16
FG19FG17RB2RB3
FE02
F13
F13
F13
F15
F15
F13
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F01
F01
FG08
FG08
F01
FG09
F18
F18
F02
F02
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F03
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FG10FG11F17
FG15
FG14 FG13FG12 FG18
FG16
FG19FG17RB7RB8GE01GE01GE01GE01
F06(4)F14(4) F18(10)F14(4) F18(10)F06(4)T01(5) T01(6)
T02(10)
T01(6)T01(5)
T02(6) T02(4)
1317N. OwenStreet
Rensselaer, IN 47978
1-800-866-7658
Designer: Lanie Gradjan
JOBNAME:
CUSTOMER NAME:
Provenance 3Story
Townhomes
Contract Lumber
JOB#: REN0-046176
DATE: 3/5/2021
JOBNOTES:
Preliminarytruss plan not
for construction
Please see the notes on
this drawing for more
information.
Beams are byothers.
Trusses are 24" on center
except as shown on this
drawing.
General Notes:
THISISATRUSSPLACEMENTDIAGRAM ONLY.
These trusses are designed as individual building components
to be incorporated into the building design at the specification
ofthe Building Designerwhose responsibilities include; the
designand bracing of the overall structure, anysupporting
structureincluding thewalls, headers, beams and columns and
the permanent bracing ofthe roofand floor system. The
General Contractorand/ortheiragents are responsible for; the
verification of all dimensions, assuring that anyconventional
framing shall uniformlytransfer the loads to the trusses below,
the temporarybracing of the truss system as well as the
permanentweb bracing shown on the individual truss drawing
sheets forthe truss designs identified on this placement plan.
For general guidance regarding bracing, consult"Bracing of
Wood Trusses" available from the Truss Plate Institute583
D'Onofrio Drive, Madison, WI 53179.
COMPANY, INC.
STARK
TRUSS
11/14/21