12-121-001n
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DOUBLE LEDGER BY BLDR.
TRUSS END DETAIL (FLOOR)
APPROUED TRUSS ANCHOR BY BUILDER
SOUARE CUT OUERHANG
HEEL HEIGHT = 2x6 STD,
BOTTOM 2x4 MIN,
TOP = 2x4 MIN. 12.
3.5.0
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12
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2' -0"
TRUSS END DETAIL
No.
HANGER
TYPE
ALLOWABLE
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
MANUFACTERED
BY:
1
SKH26
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USP
2
HUS26
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1975 LBS
+-r
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2700 LBS
1375 LBS
w
Wind Velocity: 146 mph
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No.
HANGER
TYPE
ALLOWABLE
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
MANUFACTERED
BY:
1
SKH26
c
1 870 LBS
USP
2
HUS26
J
1975 LBS
+-r
3.
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2700 LBS
1375 LBS
w
Wind Velocity: 146 mph
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No.
HANGER
TYPE
ALLOWABLE
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
MANUFACTERED
BY:
1
SKH26
900 LBS
1 870 LBS
USP
2
HUS26
3000- LBS
1975 LBS
USP
3.
THD26 -2
2700 LBS
1375 LBS
LISP
Wind Velocity: 146 mph
ASCE 7 -05 PER FBC 2007 STRu
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TRUSS LOADING CONDITIONS
ROOF TRUSSES
FLOOR TRUSSES
TOP CHORD LL 30 psf
TOP CHORD LL 40 psf
TOP CHORD DL 15 psf
TOP CHORD DL 30psf
BOTTOM CHORD LL 00 psf
BOTTOM CHORD LL 00 psf
BOTTOM CHORD DL 10 psf
BOTTOM CHORD DL 05 sf
TOTAL LOAD (PSF) 55 psf
TOTAL LOAD (PSF) 75 psf
Duration Factor 33%
Duration Factor 0%
- WIND -LOADS
Exposure Category: " C "
Mean roof Hgt: 24 Ft.
Building Category: II
Importance Factor = 1.00 au
Wind Velocity: 146 mph
ASCE 7 -05 PER FBC 2007 STRu
°
W
Zvonimir T. Belfranin, P.E.
Consulting Structural Engineer
4836 Soutlivv st 74th Court
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