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a <br />Date: <br />Customer: <br />Project: <br />Location: <br />HCI Job Number: 3896 <br />HCI Steel Building Systems,Inc. <br />18520 67`^ Ave. N.E. <br />Arlington, Washinyton 98223 <br />February 21, 2008 <br />T & E Znternational <br />Hoglunds <br />6323 Evergreen Way <br />Everett, WA 98203 <br />Building Type <br />Width: <br />Length: <br />Eave Height: <br />Roof Slope: <br />Bay Spacing: <br />Single Slape <br />99'-0„ <br />88'-0" <br />21'-9" (Low Side) <br />1:J.2 <br />9 @ 22'-0" <br />� Q�vS� �`�� <br />��i�w.cw�Lrr:�e.�� �w�yJ <br />This is to certify that the above described building has been designed <br />for the following loads: <br />Dead Load ...:............Weight of inetal building components <br />Live Load ................20 psf Enclosure...Enclosed <br />Wind Load ................85 mph Wind Imp. Factor...... 1 <br />Roof Snow Load...........25.0 psf Snow Zmp. Factor...... 1 <br />Collateral Load..........1.0 psf Seismic Imp. Factor... 1 <br />only <br />OG <br />00 <br />00 <br />Additional Loading Considerations: 99' x 99'-9" Mezzanine, 125 ps: LL <br />Loads are applied in accordance with the 2006 ZBC Building Code and/or the <br />2006 MBMA Systems Manual. Design is in accordance wi_h the applicable <br />sections of the 2005 AISC acid 2001 AISI specifications with 2009 <br />supplement. <br />This certification is limited to the design of the metal building <br />components and specifically excludes an analysis of the foundation <br />and parts that may be supplied by anyone other than HCI Steel Building <br />Systems, Inc. This certification is for design only; no inspection or <br />supervison is implied. <br />r��D L. BR�� <br />� _�� M <br />� <br />A� ,� 4' 34 8 �� <br />��A FC/STF.�� �� <br />SS�ONAL G�G� <br />EXPIRES O ,2g <br />Sincerely, <br />Li���p�i%/� <br />David L. Brown, ?E <br />