HomeMy WebLinkAboutEngineer's Report 11.11.2016STEEL BUILDING SYSTEMS
RHINO STEEL BUILDING SYSTEMS
4305 1·35 NORTH
DENTON, TX 76207
JOB NUMBER: 124690
BUILDING SIZE: 27.00' x 42.00' x 10.50' x 15.00' (2.0:12)
JOBSITE: 3925 CR 154
GLENWOOD SPRINGS, CO 81601
Gentleman:
Rhino Ste-el Bldg. Systems
PHONE::
-430~ 1-35 NOR'TH
OENTD N, TI<. 76207
(9'10> 363-~~I>&
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This is to certify that the above refenced project, along with its component parts, has been des igned and
f abricated by SCHULTE BUILDING SYSTEMS
In addition to all applicable order documents, this structure has been designed in accordance with the
appropriate edition of the AISC "Manual of Steel Construction" and with good engineering practice for the
following loads. All welding has been completed per the appropriate American Welding Society (AWS) code .
Governing Code for application of des ign loads: IBC 15
IMPORTANCE FACTORS: WIND: 1.000 SNOW: 1.000 SEISMIC: 1.000
DEAD LOAD·------------.. -W e ight of metal building structure only as supplied by SCHULTE BUILDING
SYSTEMS
COLLATERAL LOAD 3 PSF
----------------------------------LIVE LOAD ------------------------.. -------50.00 PSF ·Tributary area reduction allowed? No
WIND LOAD (V 3S) ·------------------115 MPH
WIND LOAD (Vult & Vasd) ·-----------------· N/A, N/A
OCCUPANCY/ RISK CATEGORY ·--------------------II· Normal
WIND EXPOSURE C
INTERNAL PRESSURE COEFFICIENT
SITE CLASS
-------------· +I -o.1s
D
·----------------------------------------SEISMIC DESIGN CATEGORY (
SPECTRAL RESPONSE ACCELERATIONS Ss : 0.3300 Sl : 0.0830
·-------------GROUND SNOW LOAD (Pg) ·------------------· 60 PSF
ROOF SNOW LOADS, FLAT (Pf), SLOPED (Ps) 42.00 PSF, 42.00 PSF
ADDITIONAL LOADS
This Letter of Certification applies soley to th e metal building and its component parts as furnished by SCHULTE
BUILDING SYSTEMS and specifically excludes any foundation, masonry, or general contract work.
Sincerely
Design gineer
NOV 11 2016