Bracing Summary (kip)
Resistance 'Y' Resistance 'X' Shortage 'Y' Shortage 'X' Wind Force 'Y' Wind Force 'X' Loading Code: Max Spacing 'Y' Max Spacing 'X' 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
Overstrength Factor Base Shear Force Seismic Weight Fundamental Period 0.2s Spectral Response Structural Response Foundation Type Design Code Seismic Storey Shear Force
3 6.825 kip 6.825 kip 63.634 kip 0.191 s 50 4 C IBC 2021
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 3.000 1.800 7.100 9.900
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
SS1
Single 250-33-50 Strap 10g-
LOOKOUT_07-20-23
SCALE
DRAWN
DATE DRAWN 01-27-2024
JOB REFERENCE
REVISION
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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