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Unirac - Solarmount / Sunframe Co�urator - Project Specs • Page 1 of 2 <br />Solarmount / Sunframe Configurator - Project Specs <br />Proiect Specs Arrev Information <br />Name: Jereme Evens Manufacturer: Itek Energy <br />Email: tim@fmsolar.com Module Model� IT 260 <br />Telephone: 360-422-5610 Module Size: 64.88" x 39.13" <br />Module Rows x Cols 3 x 6 <br />Proiect Location Number of Arrays 1 <br />City. State�. Everett. WA Total Modules 24 <br />Zip code� 98201 Total Kilowatts 624 <br />County: Snohomish <br />Basic Wnd Speed: 90 mph (User Modified) Racking Type SolarMount Roofmount <br />Ground Snow Load�. 25 psf (User Modified) Module Orientation Portrait <br />Rail Direction E-W <br />SDecial Notes on Basic Wind Soeed and Snow Load <br />�'� - 400 tt is the uppei elevahon hmd m feet (nr ihe ground snow load value given. <br />Material Takeoff <br />Part Number Part Type Description <br />310208C SolarMount Rall SM RAIL 208" CLR <br />310132C SolarMount Rail SM RAIL 132" CLR <br />303001C Splice SM SPLICE BAR SERRATED CLR <br />302103C Mid Clamps SM MID CLAMP, EFJMN. W/HDW, CLR <br />302005C End Clamps SM ENDCLAMP E. W/HDW, CLR <br />30400DC Single L-Feet SM L-FOOT SERRATED W/HDW, CLR <br />004010D Flashing UNIRAC FLAT FLASHING <br />Total Price -' Please note these are list prices. Contact your distributor for your system price. <br />Description <br />Building Height <br />Roof Angle <br />Wnd Exposure <br />Importance Factor <br />Wnd Speed <br />Effective W nd Area <br />Roof Zone <br />Description <br />Net Design Wnd Pressure (Uplift) <br />Net Design Wnd Pressure (Downforce) <br />Adjustment Factor for Height and Exposure Category <br />Importance Factor <br />Design Wind Load (Uplift) <br />Design Wind Load (Downforce) <br />Description <br />Dead Load <br />Total Design Wnd Load <br />Snow Load <br />Total Load Combination 1 <br />Total Load Combination 2 <br />Total Load Combination 3 <br />Total Load Combination 4 <br />Max AbsoWte Value Load <br />Description <br />Maximum Absolute Value of Load Combinations <br />Module Length Perpendicular to Rails <br />Distributed Load (Uplift) <br />Distnbuted Load (Downforce) <br />Engineering Variables <br />Variable <br />h <br />V <br />Suggested <br />Quantity <br />6 <br />6 <br />6 <br />42 <br />12 <br />42 <br />42 <br />Quantity <br />6 <br />6 <br />6 <br />42 <br />12 <br />48 <br />48 <br />Unit Price <br />$112 00 <br />$72.00 <br />55.90 <br />S2 48 <br />$222 <br />$4.34 <br />$14.00 <br />Value <br />20 <br />>7to27 <br />B <br />1 <br />90 <br />100 <br />1 <br />Design Wind Load Calculatfon <br />Variable Value <br />P��i3a (Uplift) -12.1 <br />P�e,3� (Downforce) 5.9 <br />A 1 <br />I 1 <br />P�e� (Uplift) -12.1 <br />P�e� (Downforce) 5.9 <br />Load Combinations Calculations <br />Variable Downforce Uplift <br />D 5 5 <br />Pnet 10 -121 <br />S 25 <br />D + 075Pnet + 075S 3t25 <br />D + Pnet 15 <br />D+S 30 <br />O.6D + pnet -9.1 <br />3L25 <br />Distributed Load Calculation <br />Vanable Value <br />P 3'I 25 <br />B 541 <br />w -24 60 <br />w 64.48 <br />Rail Span Infortnation <br />Description Variable Value <br />---- — — – --- ------------- ------ ----- -- ---- --------- <br />Racking Attachment Type Single L <br />Racking Attachment L-Foot <br />Rail preference <br />Revised Rail Span L 4 <br />http://www.un irac.com/configurators/estimator_►�oofmount/?module=part&task=estimator&mode=detai I <br />Total <br />$672.00 <br />$432 00 <br />$35.40 <br />$104 16 <br />$2684 <br />$208.13 <br />$672.00 <br />$2,150.33 <br />Units <br />n <br />degrees <br />mph <br />ftz <br />Units <br />psf <br />psf <br />psf <br />psf <br />Units <br />psf <br />psf <br />psf <br />psf <br />psf <br />psf <br />psi <br />Units <br />ps� <br />ft <br />plf <br />plf <br />Units <br />fl <br />3/12/2014 <br />