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STRUCTURAL DESIGN PARAMETERS <br />ELEVATION 66 FT <br />SEISMIC 1.062 SDS <br />WIND (ASCE 7-16)95 MPH, EXPOSURE CATEGORY B, <br />RISK CATEGORY II <br />GROUND SNOW LOAD 0 PSF <br />ROOF PROPERTIES <br />ROOF MATERIAL COMPOSITION SHINGLE (1 LAYER) <br />SLOPE 4/12 (18.4°) <br />MEAN ROOF HEIGHT 13.9FT <br />ROOF DECKING 15/32" OSB <br />CONSTRUCTION RAFTERS (2X10'S), 24IN OC <br />MODULE MECHANICAL PROPERTIES <br />MODEL URECO FAM440E8G-BB <br />DIMENSIONS (AREA) 83.0IN X 41.3IN X 1.4IN (23.8 SQ FT) <br />WEIGHT 53.8LB <br />MOUNTING SYSTEM PROPERTIES <br />RAIL MODEL IRONRIDGE XR10 <br />ANCHOR MODEL IRONRIDGE FV-01-B1 (FLASHED), <br />3.38IN AIR GAP <br />FASTENING METHOD 2.5 INCH EMBEDMENT INTO RAFTERS <br />WITH (1) 5/16IN DIA. FASTENER <br />GROUNDING AND <br />BONDING <br />INTEGRAL GROUNDING CERTIFIED <br />TO UL 2703 REQUIREMENTS <br />DEAD LOAD CALCULATIONS <br />LOAD QTY LBS TOTAL LBS <br />MODULES 6 53.8 322.8 <br />MICROINVERTERS 6 1.1 6.5 <br />LINEAR FEET OF RAIL 86 FT 0.4 37.5 <br />ANCHORS 24 0.6 14.4 <br />MISC. HARDWARE 5.4 5.4 <br />TOTAL ARRAY WEIGHT 386.6 LBS <br />AREA NAME QTY SQFT TOTAL SQFT <br />MODULES 6 23.8 142.8 <br />POINT LOAD (386.6 LBS / 24 ATTACHMENTS) 16.1 LBS <br />DIST. LOAD (386.6 LBS / 142.8 SQFT)2.71 PSF <br />NOTES <br />1 <br />RAFTER LOCATIONS ARE APPROXIMATE. CONTRACTOR <br />MAY NEED TO MAKE MINOR ADJUSTMENTS TO ANCHOR <br />LOCATIONS. IN NO CASE SHALL THE ANCHOR SPACING <br />EXCEED "MAX. ANCHOR SPACING" <br />ANCHOR PLACEMENT PARAMETERS (ASCE 7-16) <br />WIND PRESSURE <br />ZONE <br />MODULE WIND <br />EXPOSURE <br />MAX. ALLOWABLE <br />RAIL SPAN <br />MAX. ANCHOR <br />SPACING <br />MAX. ALLOWABLE <br />CANTILEVER <br />ZONES 1, 2E, 2N, <br />2R, 3E NORMAL 92.0IN 72.0IN 36.8IN <br />ZONE 3R NORMAL 90.0IN 72.0IN 36.0IN <br />DISTANCE α IS EQUAL TO 10% OF THE BUILDING'S LEAST HORIZONTAL DIMENSION ("LHD") OR <br />40% OF THE MEAN ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF THE LHD <br />OR 3 FT. THESE SETBACKS ARE APPLIED TO THE BUILDING FOOTPRINT AND PROJECTED TO THE <br />ROOF PLANES IN ACCORDANCE WITH GUIDANCE PROVIDED BY ASCE 7-16 FIGURES 30.3-2B–I. <br />α = MAX(MIN(0.4 * MEAN ROOF HEIGHT, 0.1 * LHD), 0.04 * LHD, 3 FT) <br />3.0 ft = max(min(0.4 * 13.9 ft, 0.1 * 23.6 ft), 0.04 * 23.6 ft, 3 ft) <br />P-525014 <br />GR <br />I <br />D <br />- <br />T <br />I <br />E <br />D <br /> <br />S <br />O <br />L <br />A <br />R <br /> <br />P <br />O <br />W <br />E <br />R <br /> <br />S <br />Y <br />S <br />T <br />E <br />M <br />NG <br />U <br />Y <br />E <br />N <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />46 <br />0 <br />9 <br /> <br />W <br /> <br />E <br />L <br /> <br />D <br />O <br />N <br /> <br />P <br />L <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />ATTACHMENT <br />PLAN <br />DOC ID:ED8F10-3 <br />DATE:5/13/22 <br />CREATOR:B.H. <br />REVIEWER: <br />REVISIONS <br />PV-5 <br />4609 W El Don Pl - <br />10111143409/21/22