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1995 S Standard Ave- Bays - Plan
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1995 S Standard Ave- Bays - Plan
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Last modified
2/24/2026 5:00:32 AM
Creation date
2/24/2026 5:00:08 AM
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Template:
Plan
Permit Number
101121135
Full Address
1995 S Standard Ave
Street Number
1995
Street Direction
S
Street Name
Standard
Street Suffix
Ave
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Loads and Distributions: Bay 1 - 120" (Option 1) <br />Determines seismic base shear per Section 2.6 of the RMI & Section 2209, of the CBC2022 <br /># of Levels:6 SDC:D RL:6 Ss:1.28 <br />Pallets Wide:2 WPL:30000 RT:4 S1:0.46 <br />Pallets Deep:1 WDL:600 lbs Fa:1.2 Ip:1 <br />Pallet Load:2500 Fv:1.84 Tl:1.5 <br />Total Frame Load:30600 lbs <br />SDS = 2/3 . Ss <br /> . Fa =1.02 <br />SD1 = 2/3 . S1 <br /> . Fv =0.56 <br />Ws = 0.67 . WPL + WDL =20700 lbs <br />Seismic Shear per RMI 2012 2.6.3: <br />Longitudinal Transverse <br />Vlong1 = Cs <br /> . Ip <br /> . Ws <br />= SD1 / (TL <br /> . RL) . IP <br /> . Ws <br />= 0.56 / (1.5 . 6) . 1 . 20700 = 1288 lbs <br />Vlong need not be greater than:Vtrans need not be greater than: <br />Vlong2 = Cs <br /> . Ip <br /> . Ws Vtrans1 = Cs <br /> . Ip <br /> . Ws <br />= SDS / RL <br /> . IP <br /> . Ws = SDS / RT <br /> . IP <br /> . Ws <br />= 1.02 / 6 . 1 . 20700 = 3519 lbs = 1.02 / 4 . 1 . 20700 = 5278.5 lbs <br />If S1 >= 0.6, then Vlong shall not be less than:If S1 >= 0.6, then Vtrans shall not be less than: <br />Vlong3 = Cs <br /> . Ip <br /> . Ws Vtrans2 = Cs <br /> . Ip <br /> . Ws <br />= 0.5 . S1 / RL <br /> . IP <br /> . Ws = 0.5 . S1 / RT <br /> . IP <br /> . Ws <br />= 0.5 . 0.46 / 6 . 1 . 20700 = 786.6 lbs = 0.5 . 0.46 / 4 . 1 . 20700 = 1179.9 lbs <br />Vlong shall not be less than:Vtrans shall not be less than: <br />Vlong4 = Cs <br /> . Ip <br /> . Ws Vtrans3 = Cs <br /> . Ip <br /> . Ws <br />= Max[0.044 . SDS , 0.03] . IP <br /> . Ws = Max[0.044 . SDS , 0.5 . S1 / RT , 0.03] . IP <br /> . Ws <br />= Max[0.04, 0.03] . 1 . 20700 = 929.02 lbs = Max[0.04, 0.06, 0.03] . 1 . 20700 = 1179.9 lbs <br />Since:1288 ≤ 3519 <br />& 1288 ≥ 786.6 <br />& 1288 ≥ 929.02 <br />Since:5278.5 ≥ 1179.9 <br />& 5278.5 ≥ 1179.9 <br />Vlong = 1288 lbs Vtrans = 5278 lbs <br />PROJECT: <br />FOR: <br />ADDRESS: <br />SHEET#: <br />CALCULATED BY: <br />DATE: <br />Behr Process Corp <br />Interlake-Mecalux_Gabr <br />1995 S Standard Av <br />Santa Ana, CA <br />6 <br />kelvira <br />4/11/2024 <br /> TEL:(909)869-0989 <br /> 1130 E. CYPRESS ST, COVINA, CA 91724 <br />PN:20240411_15
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