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ENGINEERING REPORT <br />AVERAGE PSF 4.85 psf <br />Plan review <br />TOTAL NUMBER OF MODULES 24 <br />TOTAL KW 8.76 KW <br />TOTAL MODULE AREA ~875 ft <br />TOTAL WEIGHT ON ROOF 4246 lbs <br />RACKING WEIGHT 186 lbs <br />MODULE WEIGHT 1085 lbs <br />BALLAST WEIGHT 2976 lbs <br />MAX BAY LOAD (DEAD)145 lbs <br />ATTACHMENT COUNT 0 <br />TOTAL SEISMIC ATTACHMENTS REQUIRED 0 <br />Loads Used for Design <br />BUILDING CODE ASCE 7-10 <br />BASIC WIND SPEED 110.00 mph <br />GROUND SNOW LOAD 0.00 psf <br />SEISMIC (SS)1.46 <br />ELEVATION 45.00 ft <br />WIND EXPOSURE B <br />MRI 25 <br />RISK CATEGORY II <br />VELOCITY PRESSURE, QZ 12.96 psf <br />2 <br />Inspection <br />PRODUCT ROOFMOUNT RM10 <br />MODULE MANUFACTURER CertainTeed <br />MODEL CT365HC11-06 <br />MODULE WATTS 365 watts <br />MODULE LENGTH 69.06" <br />MODULE WIDTH 40.86" <br />MODULE THICKNESS 1.38" <br />MODULE WEIGHT 45.19 lbs <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 15.00 ft <br />ROOF TYPE EPDM <br />PARAPET HEIGHT <= 1/2 Array Height (<= 6 <br />inches) <br />RISK CATEGORY II <br />ATTACHMENTS OPTIMIZATION CRITERIA Maximize Ballast <br />ATTACHMENT TYPE UNIRAC FLASHLOC RM <br />ATTACHMENT CAPACITY UPLIFT 620.0 lbs <br />ATTACHMENT CAPACITY SHEAR 523.0 lbs <br />CONTROLLING COMPONENT UPLIFT <br />CAPACITY <br />RACKING <br />CONTROLLING COMPONENT SHEAR <br />CAPACITY <br />RACKING <br />92707Loads Determined by Zip <br />CITY, STATE Santa Ana, CA <br />BASIC WIND SPEED 110.00 mph <br />GROUND SNOW LOAD 0.00 psf <br />1417 S Broadway <br />9/19/2024