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ROOF PROPERTIES P-149759 <br /> ROOF MATERIAL COMPOSITION SHINGLE(1 LAYER) <br /> SLOPE 4112(18.4') <br /> MEAN ROOF HEIGHT 12FT <br /> DECK SHEATHING 15132'OSB <br /> CONSTRUCTION RAFTERS(2X4'S),241N OC <br /> MODULE MECHANICAL PROPERTIES Lli <br /> MODEL Q-CELLS Q.PEAK DUO BLK-G5 315 I'-' <br /> DIMENSIONS(AREA) 166.31N X 39AIN X 1.31N(18.1 SQ FT) W C14 <br /> WEIGHT 141.2LB LO <br /> W F- co <br /> MOUNTING SYSTEM PROPERTIES I 3 LL <br /> RAIL MODEL IRONRIDGEXR100 O = <br /> ANCHOR MODEL IRONRIDGE FM-FF2-001(FLASHED), ( �' O J <br /> 1.021N AIR GAP N J <br /> FASTENING METHOD 3 0 INCH EMBEDMENT INTO RAFTERS 1 I I I O LO <br /> M <br /> I M <br /> WITH(1)61161N DIA.FASTENER a y <br /> MAX.ALLOW.RAIL SPAN 4801N(ZONES'AND 2) �\I I I iA (n LO _ <br /> 24.OIN(ZONE 3 <br /> MAX.MOUNT SPACING 48 01N(ZONES I AND 2) I I 0 W <br /> 24.0(ZONE 3) I I 1= ICI <br /> (( + <br /> CANTILEVER B.61Nr(ZONE 3)1 AND 2) <br /> I ! <br /> GROUNDING AND INTEGRAL GROUNDING CERTIFIED <br /> BONDING TO UL 2703 REQUIREMENTS <br /> ! 1 I <br /> DEAD LOAD CALCULATIONS 1 1I o` p1UEL RU <br /> LOAD QTY LBS TOTALLBS ',,•••Ns <br /> `.��y� �GENgF• O,y <br /> MODULES 3 41.2 1237 I � I I I d*;' No 88991 •'9*'- <br /> 1GROINVERTERS 3 1.1 3.2 EAVE * - <br /> LINEAR FEET OF RAIL 34 FT 0.7 23.3 �: STATE OF ;�¢ <br /> ANCHORS 12 0.8 9.9 %0�F F<ORIQP''�a�` <br /> MISC.HARDWARE 2.0 2.0 WIND ZONE I WIND ZONE II WIND ZONE III ''�S,r�ONAL t 0' <br /> TOTAL ARRAY WEIGHT 162.0 LBS <br /> AREA NAME QTY SQFT TOTAL SOFT DISTANCE a IS EQUAL TO 10%OF THE BUILDING'S LEAST HORIZONTAL DIMENSION OR 40%OF THE MEAN ROOF HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF THE LEAST HORIZONTAL DIMENSION OR 3 FEET(ACSE 7- <br /> MODULE9 13 118.1 54.3 10),THESE SETBACKS ARE APPLIED TO THE BUILDING FOOTPRINT AND PROJECTED TO THE PLANES OF ROOF CORNERS,RAKES,HIPS,EAVES,MANSARDS,AND RIDGES OF ROOF FACES. ATTACHMENT <br /> a=MAX(MIN(0.4-MEAN ROOF HEIGHT,0.1-LEAST HORIZONTAL DIMENSION),0.04'LEAST HORIZONTAL DIMENSION,3 FT)POINT LOAD(162.0 LBS 112 ATTACHMENTS) 13.5 LBS 3.7 FT=MAX(MIN(DA 12.0 FT,0.1'37.3 FT),0.04 37.3 FT,3 FT) PLAN <br /> DIST.LOAD(162.0 LBS 154.3 SOFT) 2.98 PSF DOC ID:149759.184670-1 <br /> 1 ATTACHMENT PLAN ORTHOGONAL PROJECTION) DATE:1z1 B1z0 <br /> NOTES CREATOR: <br /> RAFTER LOCATIONS ARE APPROXIMATE.ACTUAL V-5.3 SCALE:318'=1' REVIEWER: <br /> LOCATIONS MAY DIFFER AND CONTRACTOR MAY NEED <br /> TO ADJUST MOUNT LOCATIONS.IN NO CASE SHALL THE REVISIONS <br /> MOUNT SPACING EXCEED"MAX.MOUNT SPACING" <br /> PV-5.3 <br />