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APPROVED AS NOTED VIM ON'
once
REJECTED
DATEMAR 2 2015 JOB.
CARLOS R DOMN
ARCHITECT
!�^JS
No.
HANGER
TYPE
CONNECTOR
ALLOWABLE
GRAVITY LOAD
CONNECTOR
ALLOWABLE
UPLIFT LOAD
MANUFACTERED
BY:
1
SKH26
890 LBS
930 LBS
USP
2
HUS26
3295 LBS
1925 LBS
USP
3
THDH26 -2
4030 LBS
1880 LBS
USP
Duration Factor 0%
O
W I N D -
LOADS
Exposure Category: " C "
Mean roof Hgt: 25 Ft.
Building Category: II
Importance Factor = 1.00
r
Wind Velocity: 175 mph
ASCE 7 -10 PER FBC 1A
Duration Factor 1.6
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TRUSS LOADING CONDITIONS
ROOF TRUSSES
FLOOR TRUSSES
TOP CHORD LL 30 pstf
TOP CHORD LL 00 Psf
TOP CHORD DL 15 psf
TOP CHORD DL 00 Psf
BOTTOM CHORD LL 00 psf
BOTTOM CHORD LL 00 psf
BOTTOM CHORD DL 10 psf
BOTTOM CHORD DL 00 psf
TOTAL LOAD (PSF) 55 sf
TOTAL LOAD PSF 00 psf
O
Duration Factor 0%
O
W I N D -
LOADS
Exposure Category: " C "
Mean roof Hgt: 25 Ft.
Building Category: II
Importance Factor = 1.00
r
Wind Velocity: 175 mph
ASCE 7 -10 PER FBC 1A
Duration Factor 1.6
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