Bracing Summary (kip)
IBC 2015 LRFD Strength Method
Resistance 'Y' Resistance 'X' Shortage 'Y' Shortage 'X' Max Spacing 'Y' Max Spacing 'X' Wind Force 'Y' Wind Force 'X' Loading Code: Brace Engineering:
8.600 0.000 0.000 6.700 3.300
333'-4 1/2" 343'-11 1/2" 17.600
Earthquake Summary
Overstrength Factor Seismic Storey Shear Force Base Shear Force Seismic Weight Fundamental Period 0.2s Spectral Response Structural Response Foundation Type Design Code
3 2.543 kip 2.543 kip 25.690 kip 0.160 s 50 4 C IBC 2015
Bracing Makeup (kip)
Sheath Resistance 'Y' Sheath Resistance 'X' Brace Resistance 'Y' Brace Resistance 'X' Cladding Resistance 'Y' Cladding Resistance 'X' P/Board Resistance 'Y' P/Board Resistance 'X'
0.000 0.000 0.000 0.000 0.600 4.000 17.000 4.600
DS1-4.6 DS
SD3 D1
LEGEND
Single Strap Bracing Double Strap Bracing Racking Resistace Brace Material Type
SS
DS
SS1-1.4 SS
SS1-2.0
SD3 D1
S
C000049986 EXP:06/30/2030 V
Bracing Types
SS1 DS2 DS1
Single 250-33-50 Strap 10g- Double 250-33-50 Strap 10g- Double 250-43-50 Strap 10g-
Bracing Plan
Downey California 90240 9268 east Gainford Lilac_Modern
SCALE
DRAWN
DATE DRAWN 09-06-2025
JOB REFERENCE
REVISION
JOB DETAILS
S6
1/4" : 1'-0"
500
BA
ADDRESS
DWG FILE
VIEW NAME
ON
Lilac_Modern_350
9 of 16
36 x 24
COLD FORMED STEEL SKELETON ONLY
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