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ROOF PROPERTIES P-149759 <br /> ROOF MATERIAL COMPOSITION SHINGLE(1 LAYER) N <br /> SLOPE 4112(18.4-) <br /> MEAN ROOF HEIGHT 12.9FT <br /> DECK SHEATHING 15132'OSB <br /> CONSTRUCTION RAFTERS(2X4'S),241N OC <br /> MODULE MECHANICAL PROPERTIES <br /> MODEL Q•CELLSQ.PEAK DUO BLK•G5315 <br /> CA N <br /> DIMENSIONS(AREA) 166.31N X 39.41N X 1.31N(18.1 SQ FT) I I > <br /> WEIGHT 41.2LB <br /> Ch <br /> cr) <br /> MOUNTING SYSTEM PROPERTIES I � �! LL <br /> RAILMODEL IRONRIDGEXR100 O _ <br /> ANCHOR MODEL IRONRIDGE FM•FF2-001(FLASHED), a <br /> I I N J_ <br /> 1.021N AIR GAP _ <br /> FASTENING METHOD 3.01NCH EMBEDMENT INTO RAFTERS I I I I I I O M <br /> WITH(1)5/161N DIA.FASTENER <br /> 4B DIN(ZONES 1 AND 2) � Lo >- <br /> MAX.ALLOW.RAIL SPAN 24.01N(ZONE 3) d <br /> MAX.MOUNT SPACING 4B OIN(ZONES 1 AND 2) W_ W <br /> 24.OIN(ZONE 3) I I I H- N <br /> MAX.ALLOW. 19.2IN(ZONES 1 AND 2) <br /> CANTILEVER 9.61N(ZONE 3) <br /> GROUNDING AND INTEGRAL GROUNDING CERTIFIED I I I k I I Vr <br /> BONDING TO UL 2703 REQUIREMENTS <br /> DEAD LOAD CALCULATIONS 1 <br /> I I � f I I I TI I <br /> %%%tPNUEL R.Ij <br /> LOAD QTY LBS TOTAL LBS- _ EAVE j�W••��CENSF••02i� <br /> MODULES 7 41.2 288.6 *°; No 88991 •'9* <br /> MICROINVERTERS 7 1.1 7.6 * t <br /> WIND ZONE I WIND ZONE II WIND ZONE III <br /> LINEAR FEET OF RAIL 47 FT 0.7 32.2 STATE OF <br /> ANCHORS 17 0.8 14.0 Ft0R10P•'����, <br /> MISC.HARDWARE 3.1 3.1 pg THESE SETBACKS ARE APPL ED TO THE B 11LD N0 FOOTPRINT AHD PROJECTED TO THE PLANES OF ROOF CORNERS,TANCE IS EQUAL TO 101%OF THE BUILDING'S LEAST HORIZONTAL DIMENSION OR 40%OF THE MEAN ROOF HEIGHT. HRAKES H PS,EAVESICHEVER IS EMANSARDS,RND RIDR,BUT NOT LESS GES OP ROOF FACES 4%OF THE LEAST HORIZONTAL DIMENSION OR3 FEET(ACSE 7• i�� ONALE�G�� <br /> TOTAL ARRAY WEIGHT 345.5 LBS a=MAX(MIN(0.4•MEAN ROOF HEIGHT,0.1'LEAST HORIZONTAL DIMENSION),0.04•LEAST HORIZONTAL DIMENSION,3 FT) <br /> AREA NAME QTY SQFT TOTAL SOFT 3.7 FT=MAX(MIN(0.4'12,9 FT,0.1•37.3 FT),0.04.37.3 FT,3 FT) <br /> MODULES 17 118.1 126.7 ATTACHMENT <br /> POINT LOAD(345.5 LBS!17ATTACHMENTS) 20.3 LBS 1 ATTACHMENT PLAN ORTHOGONAL PROJECTION PLAN <br /> DIST.LOAD(345.5 LBS 1128,7 SOFT) 2.73 PSF V-5.1 SCALE:1/4'=1' DOC ID: 49759-184 70.1 <br /> DATE:12/18/20 <br /> NOTES CREATOR: <br /> RAFTER LOCATIONS ARE APPROXIMATE,ACTUAL EVIEWER: <br /> 1 LOCATIONS MAY DIFFER AND CONTRACTOR MAY NEED REVISIONS <br /> TO ADJUST MOUNT LOCATIONS.IN NO CASE SHALL THE <br /> MOUNT SPACING EXCEED"MAX.MOUNT SPACING" <br /> PV-5.1 <br />