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Printed:6/27/2016 2:40:56 PM Q-2260-16.sos Page 12 of26 Loads,Wind Enclosure,Deflections &Sidesway Ruilding Lands importance Factors Roof Snow Load By Design 110.000 psf Snow Is 1.00 Risk Factor li -Normal Wind Tw N/A Thermal Condition Unheated Seismic Ie 1.00 Seismic Design Category D Designed Snow Exposure Partially Exposed Wind Speed 110.00 mph Wind Enclosure Enclosure Partially Enclosed Are Framed Openings enclosed with materials that are designed to withstand the wind load and wind borne debris (if applicable)?N/A Are all Open Areas for Other enclosed with materials that are designed to withstand the wind load and wind borne debris (if N/A applicable)? Open Building Condition Clear (unobstructed)flow Uniform Collateral Loads Ceiling Load 0.000 psf Ceiling Type N/A Brittle Wall/Dryvit No Other 0.500 psf Deflections Purlins Roof Panel Rafters Live L/150 Code Limit Live Ll60 Code Limit Live L/180 Code LimitSnowL/180 Code Limit Snow Ll60 Code Limit Snow L/180 Code LimitWindLI180CodeLimitWindLl60CodeLimitWindL/180 Code LimitTotalGravityL/120 Code Limit Total Gravity LI60 Code Limit Total Gravity L/120 Code LimitTotalUpliftN/A Total Uplift Ll60 Code Limit Total Uplift N/A Girts Ll90 Code Limit Wall Panel L/60 Code Limit Endwall Columns L/120 Code Limit Sidesway Portal Frame Frame Serviceability Wind HI60 Code Limit Live HI60 Code LimitSeismicHI40CodeLimitSnowHI60CodeLimit ..Serviceability Wind HI60 Code LimitCraneHI100CodeLimitTotalGravityHI60CodeLimit Total Seismic HI40 Code Limit *Note -Code deflection limits are based on the applicable building code,user defined loading and the manufacturer's interpretation of what the minimum value should be. *Note -It is the responsibility of the Builder to interpret all aspects of the End Customer's specifications and incorporate the appropriate specifications,design criteria,and design loads into the Order Documents submitted to Star Building Systems. *Note -The material supplied by building manufacturer has been designed with the following minimum deflection criteria.The actual deflection may be less depending upon actual load and member length.The frame sidesway for wind load is based upon a representation of the 10-year Mean Recurrence Interval wind load. Topography -Escarpments Does the building lie on the upper halfof a hill,ridge,or escarpment?No Is this hill,ridge or escarpment unobstructed in any direction by another similar topographic feature within a distance of 100 times its height or 2 miles No (3.21 km),whichever is less? Is the hill or escarpment at least twice as tall as any other topographic features within 2 miles (3.21 km)?No Does the average slope on the top half of the hill,ridge,or escarpment equal or exceed 20%(11.3")?No Is the height ofthe hill,ridge or escarpment equal to or greater than 15 feet (49.21 m)for Exposure C or D,or 60ñ (196.8 m)for Exposure B?No Topourapliic Effects Hill Shape N/A Lh,Horizontal distance of crest to half height of hill or escarpment N/A H,Height of Hill or Escarpment N/A X,Distance From the Crest to the Building Site N/A