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BOBBY VOIGHT
5796 COUNTY ROAD 154 SPACE 3
GLENWOOD, CO 81601
JOB NUMBER : 101534C
BUILDING SIZE: 60.00' x 100.0 x 20.0 {2.0:12)
JOBSITE; 5796 CR 154 SPACE 3
GLENWOOD SPR INGS, CO 81601
Gentleman :
DDlTOPI, n. 76207
This is to certify that the above refenced project, along w i th its component parts, has been designed and
fabricated by SCHUL TE BUILDING SYSTEMS
In addition to all applicable order documents, this structure has been designed in accordance with the
appropriate edition of the AISC ''Manua l of Steel Construction" and with good engineering practice for the
following loads . All weld Ing has been completed per the appropriate American Welding Society (AWS) code.
Governing Code for application of design loads : IBC 12
IMPORTANCE FACTORS ; WIND; N/A SNOW : 1.000 SEISMIC ; 1 .000
DEAD LOAD·-------------------Weight of metal building structure only as supplied by SCHULTE BUILDING
SYSTEMS
4 PSF COLLATERAL LOAD
LIVE LOAD
WINO LOAD (V 3S)
-------------20.00 PSF -T tibutary area reduction altowed? No
N/A
WINO LOAD i Vu t & Vasd1 US MPH. 90 'v1PH ----·---· OCCUPANCY/ RISK CATEGORY II· Normal
WIND EXPOSURE c
INTE RNAL PRESSURE COEFFICIEN T + / • 0.13 ··---------· SITE CLASS D ·-------·----------------------------· SE ISMI C DESIGN CATEGORY
S?ECT RA~ H::S?ONSi: ACCELER.lT iON S
GROU'ID 5NOW LOAD (Pg )
'lQO; ).'lOW [0.l.D~ F'.D.T (?f]. SL·OP-EE)(::i>j··-···
.\DOITlON.lL LOAD S
c
5; = 0.3300 51 = 0.0830
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NOV 2 5 Z014