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SEP-23-2002 15:25 NCI ENGINEERING 7134667326 P.01i02 <br />• 1 <br />STRUCTURAL DESIGN CALCULATIONS <br />BUYER <br />SEA CON, LLC <br />LOCATION <br />EVERETT, WA <br />BUILDING DESCRIPTION <br />BUILDING <br />A <br />FRAME TYPE <br />Ge610 Symmetrical <br />WIDTH <br />40'4" <br />LENGTH <br />60'-0" <br />EAVL HEIGHT <br />20'-P <br />SLOPE <br />1:12 <br />BAY SPACING <br />3Jp0'-0" <br />BUILDING CODE <br />DEAD LOAD <br />LIVE LOAD <br />COLLATERAL LOAD <br />ROOF SNOW LOAD <br />WIND LOAD <br />SEISMIC <br />SPECIAL LOADS <br />0805-203946 <br />PROSLGT MERRILL CREEK STORAGE BLDG. <br />COUNTY SNOHOMISH <br />B <br />Lean To <br />20'-0" <br />41'-3" <br />14'4" <br />1:12 <br />22'-0", 21'-3" <br />URC-1997 <br />WT OF METAL BLDG STRUCTURE <br />PRIMARIES 20. PSF SECONDARIES 20.0 PSF <br />5.0 PSF <br />25.0 PSF C. 1- 1.00 <br />80.0 MPH EXP- C 1- 1.00 <br />ZONE: 3 A,< N/A A,- NIA 1- 1.00 <br />TABLE OF CONTENTS <br />SECTION <br />TITLE <br />PACES <br />1 <br />BUILDING DESIGN SUMMARY SHEET <br />L <br />PURLINS AND EAVE STRUTS <br />/ S <br />3 <br />GIRTS - SIDEWALL AND ENDWALL <br />137 <br />a <br />ENDWALL COLUMNS AND RAFTERS <br />a- <br />5 <br />BRACING <br />67 <br />6 <br />HAIN FRAMI: RUNS <br />741 <br />7 <br />STANDARD MATERIAL PROPERTIES <br />/ <br />