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ENGINEERING REPORT <br />AVERAGE PSF 3.37psf <br />Plan review <br />TOTAL NUMBER OF MODULES 372 <br />TOTAL KW 169.26 KW <br />TOTAL STRUCTURE AREA ~13984 ft <br />TOTAL WEIGHT ON ROOF 47168 lbs <br />RACKING WEIGHT 1908 lbs <br />MODULE WEIGHT 19270 lbs <br />BALLAST WEIGHT 25984 lbs <br />MAX BAY LOAD (DEAD)247 lbs <br />SEISMIC ATTACHMENTS COUNT 2 <br />TOTAL ATTACHMENT COUNT 2 <br />ATTACHMENT KIT WEIGHT 7.12 lbs <br />TOTAL BALLAST BLOCK COUNT 812 <br />Loads Used for Design <br />BUILDING CODE ASCE 7-16 <br />BASIC WIND SPEED 95.00 mph <br />GROUND SNOW LOAD 0.00 psf <br />SEISMIC, S 1.279 <br />ELEVATION 47.00 ft <br />RISK CATEGORY II <br />WIND EXPOSURE B <br />MRI 50 <br />VELOCITY PRESSURE, Q 12.57 psf <br />2 <br />S <br />Z <br />Inspection <br />PRODUCT ROOFMOUNT RM10 <br />MODULE MANUFACTURER Solarever <br />MODEL SE-166*83-455M-144 <br />MODULE WATTS 455 watts <br />MODULE LENGTH 82.44" <br />MODULE WIDTH 40.86" <br />MODULE THICKNESS 1.37" <br />MODULE WEIGHT 51.80 lbs <br />HALF BLOCK ALLOWED No <br />ADD SUPPLEMENTAL BAYS No <br />SETBACK DISTANCE 3 ft <br />HALF BLOCK ALLOWED No <br />BALLAST BLOCK (CMU) WEIGHT 32.0 lbs <br />MAX BLOCKS PER NORTH BAY 6 <br />MAX BLOCKS PER NON NORTH BAY 4 <br />BUILDING HEIGHT 22.00 ft <br />LONGEST BUILDING LENGTH 206.00 ft <br />ROOF TYPE EPDM <br />PARAPET HEIGHT <= 1/2 Array Height (<= 6 <br />inches) <br />DEAD LOAD FACTOR 1.000 <br />ATTACHMENTS OPTIMIZATION <br />CRITERIA <br />Maximize Ballast <br />ATTACHMENT TYPE UNIRAC FLASHLOC RM <br />ATTACHMENT ASD ALLOWABLE UPLIFT 620.0 lbs <br />ATTACHMENT ASD ALLOWABLE SHEAR 523.0 lbs <br />CONTROLLING COMPONENT UPLIFT <br />CAPACITY <br />RACKING <br />CONTROLLING COMPONENT SHEAR <br />CAPACITY <br />RACKING <br />2621 S Birch St - <br />101112561-201777 <br />9607/17/23