HomeMy WebLinkAboutEngineer Calcuations and Detail ReportJOB NAME . NEIL ROSENBERG
LOCATION:sitt, co 81652
30'x40'x12'
DESCRIPTION:
102913PO NO.:
6t212021DATE:
CALCULA DETAILS
Salem Salem, P.E.
Registered Professional Engineer
31893
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Jtne 02,2021
NEILROSENBERG
NEIL ROSENBERG
2386 Odin Drive
silt, co 81652
RE: 30'x40'x 12'
Salem Salem, P.E.
Registered Professional Engineer
SUNWARI}
STEEL BUILDINGS
PO # 702913
Dear Final Owner,
This is to certiff that the above referenced structure is being designed in accordance with the International Building Code 201 8 0 for
the following loads in addition to the dead load of the structure.
a) Risk Category: II - Normal
b) Roof Live Load = 20 psf
Tributary Reduction? [ Yes M No
RoofSnow Load, Pf:40 psf
(Ground Snow Load, Pg:57.14 psf with Ce: 1, Ct = l)
Snow Importance : I
c) Wind Speed , V, ultimate= 115 mph, Exposure C
Wind Speed, V, asd:89 mph
Component Cladding Pressure: 28.9 psf
Component Cladding Suction: -3 1.3 psf
Intemal Pressure Coeffl: 0.18/-0.1 8
d) SeismicData: Ss=0.311, Sl:0.08, Sds:0.322, Sdl:0.128
Site Class D, Seismic Importance : I
Seismic Design Category: B
Seismic Response Coeff., Cs:0.099
Response Modification Factor., R = 3.25
Longitudinal Bæe Shear (kips) : 1.75
Transverse Base Shear (kips): 1.84
Equivalent Lateral Force Analysis Procedure
Seismic Force Resisting Systems:
Steel Ordinary Moment Framo (OMF)
Steel Ordinary Concentrically Braced Frame (OCBF)
e) Crane: Capacity =N/A tonsnrn [u¡n
CMAA - Class C unless noted
f) Mezzanine Size = N/A
¡¡= psf DL= psf
C) Building Enclosure Type:
Enclosed
Partially Enclosed
Open
h) Deflection Criteria:
M ManufacturerStandard
f, Other (Specifu):
i) Collateral Load (psf: I
Others (Specifu):
j) Dead Load (psf) :2.2
n ir,loxoRatr-
This certification is in accordance to the design loads you requested and specified in the purchase order agreement. The building is
designed in accordance with AISC, ASD Fifteenth-Edition, AISI2016 Edition and MBMA Standard. Sunward Steel Buildings, Inc.
makes no representations as to the adequacy ofthe design loads on the building components you have ordered. It is your
responsibility to contact your city or county building officials to determine ifthe specified design loads you requested are adequate
for your geographical area. If you are unfamiliar with the design loads required to obtain the necessary building pennits, please
contact your building official immediately and veriff that the loadings you ordered are correct and in accordance with your building
official's requirements for obtaining the necessary permits.
Sunward Steel Buildings, Inc. limited wananty and engineering data are set forth in your SALES ORDE& LIMITED WARRANTY
and MANUFACTURER'S AGREEMENT. This certifîcation covers parts manufactured by Sunward Steel Buildings, Inc. only and
excludes such parts as doors, windows, masonry, foundation design and erection of the building. The building components not
manufactured by Sunward Steel Buildings, Inc. are listed below:
Material: N/A
Manufacturer's Name: N/A
Fabricating Location: \/A
The undersigned is not the engineer ofrecord for the overall project.
Sincerely,
{p a\