FRAMECAD 10g-19mm HWH Hex Truss Accessories
61 712
FRAMECAD Tri Fix
Truss Summary
LEGEND
Half Truss Gable Frame
8
541'-10" 168'-6"
Sadel Truss Truncated Truss Parallel Truss Half Girder Truss Half Gable Truss Gable Frame Girder Truss Gable Truss
U S1 T PC HG GI HA GF G
30
Truss Design Summary
BC Restraints Roof Pitch Roof Pitch Snow Load Wind Speed Roof Load Loading Code Design Code System Name
IBC 2021 LRFD AISI S100-20 LRFD FC_FrameUpNow
14.036 7.125 30.0 W114 TILE
User Truss
V
Rafter
Truss Bearing Point
Roof Design Load Roof Dead load(psf) Roof Live Load(psf) Design Point Load(kip) Celling Dead load(psf)
2'-0"
20 20
>5° = 30 psf x slope factor of the Roof <5° = 30 psf 0.25 3
Snow Live Load
B
550S 33mil 50ksi
Single Absolute Stud Back to Back Stud
GF1
GF4
1 5 8 "
0"
GF2
GF3
V=24.8 plf
HN1
HN4
2'-0"
HN1
HN4
4'-0"
1 5 8 "
HN1
HN4
6'-0"
HN1
HN5
8'-0"
350S 33mil 50ksi
SD34 D3
Single Absolute Stud Back to Back Stud
HN1
HN4
10'-0"
1 5 8 "
A
A
HN2
HN6
12'-0"
HN2
HN6
14'-0"
V=28 plf
V=28 plf
1 5 8 "
HN3
HN8
16'-0"
HN3
HN6
18'-0"
Single Absolute Stud Back to Back Stud 550S 43mil 50ksi
HN3
HN9
20'-0"
HN3
HN9
22'-0"
1 5 8 "
HN3
HN9
24'-0"
HN3
HN9
26'-0"
HN3
HN9
28'-0"
1 5 8 "
HN7
HN9
30'-0"
GF5
V=24.8 plf
GF8
32'-0"
Single Absolute Stud Back to Back Stud 350S 43mil 50ksi
GF7
GF6
1 5 8 "
B
1 5 8 "
NOTE: For truss details, please refer to the engineering calculations document
S
N
C000049986 EXP:06/30/2030 V
SQUARE FOOTAGE
Total Living
1183 SF 1183 SF
Roof Truss Layout Scale- 1/4": 1'-0"
SQUARE FOOTAGE IS CALCULATED FROM THE OUTSIDE SURFACE OF EXTERIOR WALLS.
Immense 2730 E Turney Ave, Phoenix, AZ 85016
SCALE
DATE DRAWN 08-05-2025
DRAWN
JOB REFERENCE
REVISION
JOB DETAILS
S3
1/4" : 1'-0"
500
BA
ADDRESS
DWG FILE Immense-550
VIEW NAME
ON
5 of 16
36 x 24
COLD FORMED STEEL SKELETON ONLY
Made with FlippingBook Online newsletter maker