Truss Design Summary
Truss Accessories FRAMECAD 10g-19mm HWH Hex
BC Restraints Roof Pitch Roof Pitch Snow Load Wind Speed Roof Load Loading Code Design Code System Name
IBC 2015 LRFD AISI S100-20 LRFD FC_FrameUpNow
60
Truss Summary
26.565 14.036 30.0 W115 TILE
Half Truss Gable Frame
3
311'-10" 43'-2"
18
2'-0"
LEGEND
Gable Frame Girder Truss Gable Truss
V U S1 T PC HG GI HA GF G
User Truss Sadel Truss Truncated Truss Parallel Truss Half Girder Truss Half Gable Truss
Rafter
Roof Design Load Roof Dead load(psf) Roof Live Load(psf) Design Point Load(kip) Celling Dead load(psf)
14 20
0.25 3
Snow Live Load
>5° = 40 psf x slope factor of the Roof <5° = 30 psf
550S 33mil 50ksi
B
Single Absolute Stud
Back to Back Stud
1 5 8 "
V=212 plf
1 5 8 "
V=64.3 plf
A
A
V=109.5 plf
350S 33mil 50ksi
V=109 plf
Single Absolute Stud
Back to Back Stud
1 5 8 "
V=45 plf
1 5 8 "
V=45 plf
B
550S 43mil 50ksi
Single Absolute Stud
Back to Back Stud
1 5 8 "
1 5 8 "
Single Absolute Stud 350S 43mil 50ksi
Back to Back Stud
1 5 8 "
1 5 8 "
S
NOTE: For truss details, please refer to the engineering calculations document
N
C000049986 EXP:06/30/2030 V
527 SF SQUARE FOOTAGE
Living
Roof Truss Layout Scale- 1/4": 1'-0"
Total
527 SF
SQUARE FOOTAGE IS CALCULATED FROM THE OUTSIDE SURFACE OF EXTERIOR WALLS.
Downey California 90240 9268 east Gainford Lilac_Modern
SCALE
DRAWN
DATE DRAWN 09-06-2025
JOB REFERENCE
REVISION
JOB DETAILS
S3
1/4" : 1'-0"
500
BA
ADDRESS
DWG FILE
VIEW NAME
ON
Lilac_Modern_350
6 of 16
36 x 24
COLD FORMED STEEL SKELETON ONLY
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