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ENGINEERING REPORT <br />AVERAGE PSF 3.52 psf <br />Plan Review <br />TOTAL NUMBER OF MODULES 96 <br />TOTAL KW 55.68 KW <br />TOTAL STRUCTURE AREA ~3614 ft <br />TOTAL WEIGHT ON ROOF 12722 lbs <br />RACKING WEIGHT 321 lbs <br />MODULE WEIGHT 6666 lbs <br />BALLAST WEIGHT 5664 lbs <br />MAX BAY LOAD (DEAD)168 lbs <br />SEISMIC ATTACHMENTS COUNT 19 <br />TOTAL ATTACHMENT COUNT 20 <br />ATTACHMENT KIT WEIGHT 71.20 lbs <br />TOTAL BALLAST BLOCK COUNT 177 <br />Loads Used for Design <br />BUILDING CODE ASCE 7-16 <br />WIND SPEED 95.00 mph <br />GROUND SNOW LOAD 0.00 psf <br />SEISMIC, S 1.289 <br />SEISMIC, S 0.460 <br />ELEVATION 123 ft <br />WIND EXPOSURE B <br />RISK CATEGORY II <br />VELOCITY PRESSURE, Q 11.45 psf <br />2 <br />S <br />1 <br />Z <br />Inspection <br />PRODUCT RM10 EVO <br />MODULE MANUFACTURER Znshinesolar <br />MODEL ZXM7-UHLDD144-580/N <br />MODULE WATTS 580 watts <br />MODULE LENGTH 89.7" <br />MODULE WIDTH 44.6" <br />MODULE THICKNESS 1.2" <br />MODULE WEIGHT 69.4 lbs <br />ADD CENTRAL SUPPORT No <br />SETBACK DISTANCE 4.0 ft <br />HALF BLOCK ALLOWED No <br />BALLAST BLOCK (CMU) WEIGHT 32.0 lbs <br />MAX BLOCKS PER NORTH BAY 4 <br />MAX BLOCKS PER NON NORTH BAY 3 <br />BUILDING HEIGHT 16.0 ft <br />ROOF TYPE TPO <br />LONGEST BUILDING LENGTH 171.0 ft <br />SHORTEST BUILDING LENGTH 73.0 ft <br />PARAPET HEIGHT 24.0" <br />ATTACHMENTS OPTIMIZATION CRITERIA Seismic Only <br />ATTACHMENT TYPE UNIRAC FLASHLOC RM <br />ATTACHMENT CAPACITY UPLIFT 497.1 lbs <br />ATTACHMENT CAPACITY SHEAR 401.6 lbs <br />CONTROLLING COMPONENT UPLIFT CAPACITY RACKING/STRUT <br />CONTROLLING COMPONENT SHEAR CAPACITY RACKING/STRUT <br />Page 5 of 32 <br />Page 25