Bracing Summary (kip)
Resistance 'Y' Resistance 'X' Shortage 'Y' Shortage 'X' Max Spacing 'Y' Max Spacing 'X' Wind Force 'Y' Wind Force 'X' Loading Code: Brace Engineering:
IBC 2021 LRFD Strength Method
10.100 11.700 0.000 0.000 7.900 11.500
503'-9 3/16" 420'-8 1/4"
Earthquake Summary
3 6.825 kip 6.825 kip 63.634 kip 0.191 s 50 4 C IBC 2021
Overstrength Factor Base Shear Force Seismic Weight Fundamental Period 0.2s Spectral Response Structural Response Foundation Type Design Code Seismic Storey Shear Force
Bracing Makeup (kip)
0.000 0.000 0.000 0.000 3.000 1.800 7.100 9.900
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'
SS1-1.0
SS1-1.6
SS1-1.6
SS1-1.8
SS1-2.0
SS1-1.0
SD5 D1
SS1-1.0
Bracing Plan
Bracing Types
Single 250-33-50 Strap 10g- © [2024] [FrameUpNow] [HouseDocs]. All rights reserved SS1
LOOKOUT
SCALE
DRAWN
DATE DRAWN 01-27-2024
REVISION
JOB REFERENCE
JOB DETAILS
S6
1/4" : 1'-0"
BA
ADDRESS
DWG FILE
VIEW NAME
ON
The_Lookout_350_8-7-24_4.6_ES
8 of 17
36 x 24
COLD FORMED STEEL SKELETON ONLY
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