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Printed:6/27/2016 2:40:56 PM Q-2260-16.sbs Page 4 of26 New Building A -350'x200'x16'Continued... Loads,Wind Enclosure,Deflections &Sidesway Continued.. Wind Enclosure Enclosure Partially EnclosedAreFramedOpeningsenclosedwithmaterialsthataredesignedtowithstandthewindloadandwindbornedebris(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 NIA applicable)? Open Building Condition Clear (unobstructed)flow Uniform Collateral Loads Ceiling Load 0.000 psf Ceiling Type N/A Brittle Wall/Dryvit No Other 5.000 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 LimitWindL/180 Code Limit Wind L/60 Code Limit Wind L/180 Code LimitTotalGravityLli20CodeLimitTotalGravityLi60CodeLimitTotalGravityL/120 Code LimitTotalUpliftNIATotalUpliftLl60CodeLimitTotalUpliftN/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 LimitCraneH!100 Code Limit Total Gravity HI60 Code Limit Total Seismic H/40 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 speciñcations,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 actua!dellection may be less depending upon actual load and member length.The frame sidesway for wind load is based upon a represenistion of the 10-year Mean Recurrence Interval wind load. Topography -Escarpments Does the building lie on the upper half of 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 (3.21km)?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 of the 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 TOPueraphic 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 Bracing SWA Full Height Portal Frame (EWB to EWD)@ Bays 3,6,10,13 Roof Rod (EWB to EWD)@ Bays 3,6,10,13 LBP Bracing Location N/A SWC Full Height Portai Frame (EWD to EWB)@ Bays 13,10,6,3EWBNone(SWC to SWA)@ Bays No Bays EWD None (SWA to SWC)@ Bays No Bays Purlins Angles SWA Girts Sag Angles SWC Girts Sag Angles EWB Girts Sag Angles EWD Girts Sag Angles Rafter Flange Braces Standard Column Flange Braces Standard