HomeMy WebLinkAboutCBPR-5-10-5240 Structural Data for High Bay Area.tif Sarstedt USA / ViaStore August 3, 2010
Newton, NC DWG
Automated Storage / Retrieval System
Design Parameters
•. Pallet
Pallet Type A
Pallet Size 39" wide X 47" deep
Load Size 43" wide X 51" deep
Overall Height 59"
Unit Weight Max 1,650# each
Product Load Reduction Factor — 1.0
Pallet Type R
Pallet Size 39" wide X 47" deep
Load Size 43" wide X 51 " deep
Overall Height 86 ' /2 "
Unit Weight Max 1,650# each
Product Load Reduction Factor — 1.0
• Building Code
All building components are designed in accordance with the International Code
Council "International Building Code" 2006 Edition
Storage Rack
All storage rack components are designed in accordance with the "Specification
for the Design, Testing, and Utilization of Industrial Steel Storage Racks — 2008
Edition" ANSI MH16.1 - 2008
• Steel
All steel components designed using AISC "Specification for Structural Steel
Buildings" March 9,2005
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Sarstedt USA / ViaStore August 3, 2010
Newton, NC DWG
• Wind
Main Wind Force Resisting System
International Building Code 2006 & ASCE 7 -05 using:
Wind Speed = 90 mph (3 second gust @ 33')
Exposure C
Fully Enclosed Building
Wind Importance Factor — 1.0
Total Wind Shear
Cross -Aisle Vx = 560 kips
Down -Aisle Vy = 205 kips
• Seismic
International Building Code 2006
Basic Structural System is a Storage Rack System per
RMI /ANSI MH16.1:2008
Maximum Considered Earthquake
Spectral Response Acceleration at Short Periods, Ss = .283
Spectral Response Acceleration at 1- second Periods, S1 = 0.097
Site Class D - (Presumed)
Occupancy Category II
Seismic Design Category C
Equivalent Lateral Force Procedure
Seismic Importance Factor — 1.0
Total Seismic Shear
Cross -Aisle Vx = 570 kips
Down -Aisle Vy = 135 kips
• Roof
International Building Code 2006
Flat -Roof Snow Loads
ASCE 7 -05 for monoslope roofs <_ 5
p = 10 psf + 5 psf rain -on -snow surcharge
i
pf = 20 psf minimum CAgO'�•,
Snow Importance Factor — 1.0 Q;
p •ASS %p•��2''
Thermal Factor — 1.0 ; 2: O �y •. s
Roof Live Load — 20 PSF = a SEAL
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