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STRUCTURAL DESIGN PARAMETERS P-A2EOA3 <br /> z <br /> ELEVATION 98 FT <br /> SEISMIC 0.965 SDs <br /> BLOSSOM SOLAR <br /> 98 MPH,EXPOSURE CATEGORY B, <br /> WIND(ASCE 7 16) RISK CATEGORY II <br /> GROUND SNOW LOAD 25 PSF <br /> ROOF PROPERTIES <br /> ROOF MATERIAL COMPOSITION SHINGLE(1 LAYER) RIDGE <br /> SLOPE 4/12(18.4°) <br /> MEAN ROOF HEIGHT 12AFT 3r I I I I 2r I I I I I I 3r U <br /> ROOF DECKING 15/32"OSB O Lu zLu LU > CV <br /> CONSTRUCTION TRUSSES(2X4 TOP-CHORD),241N OC I I I I I I U) Q co <br /> U) CJ) of Q <br /> MODULE MECHANICAL PROPERTIES <br /> MODEL HYUNDAI HIS-S400YH(BK) I I I I I I I I I I I I I <br /> DIMENSIONS(AREA) 75.71N X 40.91N X 1.31N(21.5 SQ FT) WL 120 0 U) m F--- <br /> RIX ^A own Lu <br /> WEIGHT 46.5 LBS a 2n I I I I I I I I I I I I I w Lo <br /> Q p <br /> MOUNTING SYSTEM PROPERTIES J CO j <br /> RAIL MODEL IRONRIDGE AIRE Al I I I I I I I I I I I I I I W <br /> IRONRIDGE QM-HUG-01-B1 (FLASHED) <br /> ANCHOR MODEL W/(2)14 X 3 IN RD STRUCTURAL <br /> SCREW,3.OL,3.51N AIR GAP IRIM RIM <br /> I I I I I <br /> 2.5 INCH EMBEDMENT INTO TRUSSES <br /> FASTENING METHOD OR DECKING WITH(2-6)1/41N DIA. <br /> FASTENERS 3e I I I I I 2e I I I I I I 3e <br /> BONDINGGROUNDITO <br /> AND INTEGTO UL27TAL GROUNDING IFIED <br /> 03 REQUIREMENTS <br /> EAVE <br /> DEAD LOAD CALCULATIONS <br /> LOAD QTY LBS TOTALLBS <br /> MODULES 6 46.5 279.1 <br /> MICROINVERTERS 6 2.4 14.3 <br /> LINEAR FEET OF RAIL 54 FT 0.4 24.2 <br /> ANCHORS 18 0.6 11.4 <br /> MISC.HARDWARE 1 6.2 6.2 <br /> TOTAL ARRAY WEIGHT 335.2 LBS <br /> AREA NAME QTY SQFT TOTAL SQFT ANCHOR PLACEMENT PARAMETERS (ASCE 7-16) DISTANCE a IS EQUAL TO 10%OF THE BUILDING'S LEAST HORIZONTAL DIMENSION("LHD")OR 40% <br /> MODULES 6 21.5 129.0 WIND PRESSURE MODULE WIND MAX.ALLOWABLE MAX.ANCHOR MAX.ALLOWABLE OF THE MEAN ROOF HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF THE LHD OR 3 <br /> POINT LOAD(335.2 LBS 18 <br /> ZONE EXPOSURE RAIL SPAN SPACING CANTILEVER FT.THESE SETBACKS ARE APPLIED TO THE BUILDING FOOTPRINT AND PROJECTED TO THE ROOF <br /> / ATTACHMENTS) 18.6 LBS <br /> ZONES 1,2R NORMAL 64.01N 48.OIN 21.31N PLANES IN ACCORDANCE WITH GUIDANCE PROVIDED BY ASCE 7-16 FIGURES 30.3-213-1. ATTACHMENT PLAN <br /> DIST.LOAD(335.2 LBS/129.0 SQFT) 2.6 PSF <br /> a=MAX(MIN(0.4*MEAN ROOF HEIGHT,0.1 *LHD), 0.04*LHD,3 FT) DOC ID:COEB4F-1 <br /> NOTES DATE:11/8/23 <br /> TRUSS LOCATIONS ARE APPROXIMATE.ANCHORS MAY 3.0 FT=MAX(MIN(0.4*12.4 FT,0.1 *27.4 FT),0.04*27.4 FT,3 FT) CREATOR:K.P. <br /> 1 BE FASTENED TO DECKING WHERE NEEDED.IN NO CASE REVIEWER:P.H. <br /> SHALL THE ANCHOR SPACING EXCEED"MAX.ANCHOR <br /> SPACING" 1 ATTACHMENT PLAN ORTHOGONAL PROJECTION REVISIONS <br /> PV-5.2 SCALE: 1/4" = 1' <br /> PV-5. <br /> 2 <br />