HomeMy WebLinkAbout32 Plymouth Road - BLD-93-909 - Sections & Detailsi
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TRUSS NOTES:
Trusses shall, be designed to carry the following loads:
Top chord live load: 30 PSF
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TRUSS NOTES:
Trusses shall, be designed to carry the following loads:
Top chord live load: 30 PSF
Top chord dead load: 10 PSF
Bott. chord live load: 0
dead load: PSF
Bo . chord 10
TOTAL LOAD: SO PSF
2.
Trusses shall be designed in accordance with the design specifications for
metal plate connected wood trusses TPI.85-and the American Institute of
Timber Construction.
3.
Web member layouts maybe varied from that shown to suit mfg, standards,
truss top chord shall be 20.
4.
The general contractor shall provide and install all erection and permanent
bracing members as specified by the truss mfg. in addition to that shown on
the drawings.
S.
Truss designs and details shall be submitted to and shall be approved by the
Architect before fabrication begins. Truss designs shall bear the seal of a
professional structural engineer registered by the Commonwealth of Massa-
chusetts.
6.
All trusses shall be anchored to wall plate with 18 GA galvanized wall clips,
type N-1, by Simpson Co., Inc. See drawing 161A•3.
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