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ROOF PROPERTIES P-149759 <br /> ROOF MATERIAL COMPOSITION SHINGLE(1 LAYER) <br /> SLOPE 4112(18.4°) <br /> MEAN ROOF HEIGHT 12.9FT <br /> DECK SHEATHING 15/32°OSB <br /> CONSTRUCTION RAFTERS(2X4'S),241N OC RIDGE <br /> { I 1 I I 1 I <br /> MODULE MECHANICAL PROPERTIES L1I <br /> MODEL Q-CELLS Q,PEAK DUO BLK-05 315F'- <br /> DIMENSIONS(AREA) 166.31N X 39.41N X 1.31N(18.1 SQ FT) I I I 1 I } N <br /> WEIGHT 141.2LB U) L <br /> i I co <br /> MOUNTING SYSTEM PROPERTIES zil <br /> yA Lu U) <br /> I I ' I 11 1 1 1 1 1 1 LL <br /> RAIL MODEL IRONRIDGE XR100 Q <br /> ANCHOR MODEL <br /> IRONRIDGE FM-FF2.001(FLASHED), CL � J1.021N AIR GAP <br /> CV J3 0INCH EMBEDMENT INTO RAFTERS I Q LC)FASTENING METHOD WITH(1)6/161N DIA.FASTENER 1M �f I O2 <br /> MAX.ALLOW,RAIL SPAN48.OIN(ZONES 1 AND 2 U)24.OIN(ZONE 3) I � I I � I I { � <br /> MAX.MOUNT SPACING 24 OIN(ZONE 3)ZONES 1 AND 2) N <br /> EAVE <br /> MAX,ALLOW, 19,21N(ZONES I AND 2) 7 <br /> CANTILEVER 9.61N([ZONE 3) <br /> BONDING <br /> GROUNDINGAND INTEGTOUL2703 EQUIREMENTSL GROUNDING TIFIED WIND ZONE I WINDZONEII WIND ZONE III (' <br /> DEAD LOAD CALCULATIONS 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- UEL R���''�i <br /> 10).THESE SETBACKSARE APPLIED TO THE BUILDING FOOTPRINTAND PROJECTED TO THE PLANES OF ROOF CORNERS,RAKES,HIPS,EAVES,MANSARDS,AND RIDGES OF ROOF FACES. ,`�3 PN••••••u7j0 <br /> LOAD QTY LBS TOTAL LBS o=MAX(MIN(0.4-MEAN ROOF HEIGHT,0.1-LEAST HORIZONTAL DIMENSION),0,04-LEAST HORIZONTAL DIMENSION,3 FT) I,`X..:�,\CE NgF•�O,`� <br /> MODULES 11 41.2 453.5 3.7 FT-MAX(MIN(0.4'12.9 FT,0.1'37.3 FT),0.04.37.3 FT,3 FT) :*; No 88991 <br /> MICROINVERTERS 11 1.1 11.9 <br /> LINEAR FEET OF RAIL 74 FT 0.7 $0.5 :a STATE OF :¢: <br /> 1 ATTACHMENT PLAN ORTHOGONAL PROJECTION ;� •, •w <br /> ANCHORS 23 0.8 18.9 V-5.4 SCALE:3/16°=1' %OAF FlpR10P•:\�`�;� <br /> MISC.HARDWARE 4.3 4.3 �'�sr7pNAl E�G`� <br /> TOTAL ARRAY WEIGHT 539.1 LBS <br /> AREA NAME QTY- SOFT TOTAL SQFT_ <br /> MODULES Ill 118.1 199.1 ATTACHMENT <br /> POINT LOAD(539.1 LEIS 123 ATTACHMENTS) 23.4LES PLAN <br /> DIST.LOAD(539.1 LBS/199,1 SOFT) 2.71 PSF DOC ID:149759.1846 0.1 <br /> DATE:121 8120 <br /> NOTES CREATOR: <br /> RAFTER LOCATIONS ARE APPROXIMATE.ACTUAL REVIEWER: <br /> 1 MAY NED <br /> TO ADJUST MOUNT LOCATIONSOONS MAY DIFFER AND C.IIN O CASE SHALL THE REVISIONS <br /> MOUNT SPACING EXCEED"MAX.MOUNT SPACING" <br /> PV-5.4 <br />