Bracing Summary (kip)
Max Spacing 'Y' Max Spacing 'X' Resistance 'Y' Resistance 'X' Shortage 'Y' Shortage 'X' Wind Force 'Y' Wind Force 'X' Loading Code: Brace Engineering:
IBC 2021 LRFD Strength Method
18.300 17.000 0.000 0.000 16.700 15.700
238'-1 1/2" 314'-4 15/16"
Earthquake Summary
Design Code
IBC 2021
Structural Response Foundation Type
4 C
Overstrength Factor Seismic Storey Shear Force Base Shear Force Seismic Weight Fundamental Period 0.2s Spectral Response
50
6.329 kip 6.329 kip 59.009 kip 0.157 s
3
Bracing Makeup (kip)
Cladding Resistance 'Y' Cladding Resistance 'X' P/Board Resistance 'Y' P/Board Resistance 'X' Sheath Resistance 'Y' Sheath Resistance 'X' Brace Resistance 'Y' Brace Resistance 'X'
0.000 0.000 0.000 0.000 8.300 5.400 10.100 11.600
DS1-2.9 DS
Bracing Types
SS5 SS4 SS3 SS2 SS1 DS1
Single 250-33-50 Strap 10g- Single 250-43-50 Strap 10g- Single 250-33-50 Strap 10g- Single 250-43-50 Strap 10g- Single 250-33-50 Strap 10g- Double 250-43-50 Strap 10g-
SD3 D1
SD3 D1
LEGEND
SS4-1.9 SS
Single Strap Bracing Double Strap Bracing Racking Resistace Brace Material Type
SS
DS
SS1-2.0
SS2-1.9 SS
SS3-1.5 SS
DS1-3.5 DS
SS5-0.8 SS
S
C000049986 EXP:06/30/2030 V
Scale- 1/4": 1'-0" Bracing Plan
Immense 2730 E Turney Ave, Phoenix, AZ 85016
SCALE
DATE DRAWN 08-05-2025
DRAWN
JOB REFERENCE
REVISION
JOB DETAILS
S6
1/4" : 1'-0"
500
BA
ADDRESS
VIEW NAME
ON
DWG FILE Immense-550
8 of 16
36 x 24
COLD FORMED STEEL SKELETON ONLY
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