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Printed:6/27/2016 2:40:56 PM Q-2260-16.sbs Page 19 of 2 <br />Loads,Wind Enclosure,Deflections &Sidesway <br />Building Loads importance Factors <br />Roof Snow Load By Design 110.000 psf Snow Is 1.00 <br />Risk Factor II -Normal Wind Iw N/AThermalConditionUnheatedSeismicle1.00 <br />Seismic Design Category D Designed Snow Exposure Partially ExposedWindSpeed110.00 mph <br />Wind Enclosure <br />Enclosure Partially EnclosedAreFramedOpeningsenclosedwithmaterialsthataredesignedtowithstandthewindloadandwindbornedebris(if applicable)?N/AAreallOpenAreasforOikerenclosedwithmaterialsthataredesignedtowithstandthewindloadandwindbomedebris(if NIAapplicable)? <br />Open Building Condition Clear (unobstructed)flow <br />Uniform Collateral Loads <br />Ceiling Load 0.000 psf <br />Ceiling Type N/A <br />Brittle Wall/Dryvit No <br />Other 0.500 psf <br />Deflections <br />Purlins Roof Panel Rafters <br />Live L/150 Code Limit Live LI60 Code Limit Live L/180 Code LimitSnowL/180 Code Limit Snow Ll60 Code Limit Snow L/180 Code LimitWindLI180CodeLimitWindLI60CodeLimitWindL/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 <br />Girts Ll90 Code Limit <br />Wall Panel L/60 Code Limit <br />Endwall Columns L/120 Code Limit <br />Sideswav <br />Portal Frame Frame <br />Serviceability Wind H/60 Code Limit Live HI60 Code LimitSeismicHI40CodeLimitSnowHI60CodeLimit <br />Serviceability Wind HI60 Code LimitCraneHI100CodeLimitTotalGravityHI60CodeLimit <br />Total Seismic HI40 Code Limit <br />*Note -Code deflection limits are based on the applicable building code,user defined loading and the manufacturer's interpretation ofwhat the minimum value should be. <br />*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 designloadsintotheOrderDocumentssubmittedtoStarBuildingSystems. <br />*Note -The material supplied by building manufacturer has been designed with tlic following minimum deflection criteria The actual deflection may be less depending uponactualloadandmemberIcitgth.The frame sidesway for wind load is based upon a representation ofthe [0-year Meam Recurrenceinterval wind load. <br />Topography-Escarpments <br />Does the building lie on the upper half of a hill,ridge,or escarpment?No <br />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? <br />Is the bill or escarpment at least twice as tall as any other topographic features within 2 miles (3.21 km)?NoDoestheaverageslopeonthetophalfofthehill,ridge,or escarpment equal or exceed 20%(11.3")?No <br />Is the height ofthe hill,ridge or escarpment equal to or greater than 15 feet (49.21 m)for Exposure C or D,or 60ft (196.8 m)for Exposure B?No <br />Topographie EtTects <br />Hill Shape N/A <br />Lh,Horizontal distance of crest to half height of hill or escarpment NIA <br />H,Height of Hill or Escarpment NIA <br />X,Distance From the Crestto the Building Site N/A