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Project Details <br /> Name 134998-Stiklestad Date 2016-05-24 <br /> Module Astronergy:CHSM6612P-310 Total Modules 24 <br /> Dimensions 39.1"x 77.0"x 2.0" Total Watts 7,440 <br /> Tilt 25° <br /> Load Assumptions Foundation Requirements <br /> Wind Exposure B Type Concrete <br /> Wind Speed 100 mph Hole Diameter 24" - <br /> Snow Load 30 psf Min.Hole Depth 36" <br /> SubArray Requirements Foundation Loads <br /> Pipe Size 3" Shear 876 <br /> Diagonal Bracing No Moment 2,191 <br /> Uplift-1,057 <br /> Project Layout <br /> SUBARRAY DETAILS <br /> EW SUB ARRAY CONFIG REPEATS PIERS MODULES/PIER CANTIL. EDGE CLEAR. P SPAN PI AREA <br /> ER SPAN <br /> 1 4x6 1 8 3.00 7" 1'5" 12' 10" 7'6" 13' 1" x 38'6" <br /> TOTAL PIERS 8 TOTAL AREA 13' 1" x 38'6" <br /> SUBSTRUCTURE <br /> SUB SOUTH SOUTH PIER PIPE NORTH NORTH PIER PIPE CROSS CROSS PIPE TOTAL <br /> ARRAY REPEATS PIERS [ABOVE/BELOW] PIERS [ABOVEBELOW] PIPES LENGTH LENGTH <br /> 1 1 4 4'6" [2'6"/2'] 4 8'[6'12'] 2 39'8" 129'4" <br /> TOTALS 4 4 2 129'4" <br /> CONCRETE <br /> VOL/PIER NO.PIERS TOTAL VOL <br /> 0.35 yd3 x 8 2.79 yd3 <br /> 3rd Party Substructure Materials <br /> Subarray Repeats Piers South Piers North Piers Cross Rails Total <br /> 1 1 8 4x4'6"(18') 4x8'(32') 2x39'8"(79'4") 129'4" <br /> • <br /> Total Pipe 129'4" <br /> 13k \ <br /> F —} <br /> 6 0 0 - O }_ <br /> 9.( ___.1. O b <br /> 0 <br />