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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 15132'OSB <br /> RIDGE <br /> CONSTRUCTION RAFTERS(2X4'S),241N OC I I I y�A <br /> RIDGE <br /> MODULE MECHANICAL PROPERTIES <br /> Lu <br /> MODEL Q-CELLS Q.PEAK DUO BLK-GS 315 <br /> CV <br /> DIMENSIONS(AREA) 166.31N X 39AIN X 1.31N(18.180 FT) I I f> <br /> WEIGHT 412LB I M <br /> cogd Lu <br /> MOUNTING SYSTEM PROPERTIES ��� I I I I LL <br /> RAIL MODEL IRONRIDGEXR100 I 0 _ <br /> TI RONRIDGE FM-FF2-001(FLASHED), CL O J <br /> ANCHOR MODEL 1.021N AIR GAP i Jp �[ LCV J <br /> 301NCH EMBEDMENT INTO RAFTERS <br /> FASTENING METHOD WITH(1)51161N CIA.FASTENER I � M � <br /> 48.OIN ZONES 1 AND 2) U) <br /> MAX.ALLOW.RAIL SPAN 24.01N ZONE 3) f 0 d <br /> 4B OIN(ZONES 1 AND 2) Lu Lu <br /> MAX.MOUNT SPACING 24.OIN(ZONE 3) EAVE I` N <br /> MAX,ALLOW. 19,21N(ZONES 1 AND 2) 0 <br /> CANTILEVER 9.61N(TONE 3) � <br /> GROUNDING AND INTEGRAL GROUNDING CERTIFIED WIND I WIND ZONE II WIND ZONE III <br /> BONDING TO UL2703 REQUIREMENTS <br /> DEAD LOAD CALCULATIONS �OSTANCE a THESESIETB EQUAL <br /> ACKSAREAPPLIEDTOTHEBUILDNGFOOTPRINTANODPROdEC EOSION R 40%OF THE MEAN TOTHEPLANESOFROOPCORNER5F HEIGHT,NRAKESVHPS,EER IS AVESEMANSARDS,ANDRI R,BUT NOT LESS GESOFROOFFACES HORIZONTAL DIMENSION Oft3 FEET(ACSE7- ,+++PNUELRUjj��.�� <br /> LOAD - CITY LBS TOTAL LBS a!MAX(MIN(0.4'MEAN ROOF HEIGHT,0.1-LEAST HORIZONTAL DIMENSION),0.04-LEAST HORIZONTAL DIMENSION,3 FT) ;��C1;•��CE NSFN��2 <br /> MODULES 16 41.2 659.6 3.7 FT=MAX(MIN(0.4'12,9 FT,0.1 37.3 FT),0.04.37.3 FT,3 FT) :* No 88991 '9* <br /> MICROINVERTERS 16 1.1 17.3 <br /> LINEAR FEET OF RAIL 181 FT 0.7 122.6 1 ATTACHMENT PLAN ORTHOGONAL PROJECTION =A°• STATE C F :'mc <br /> �. t . <br /> ANCHORS 54 0.8 44.4 V-5. SCALE:3116'=1' ',Y,%X<•oR10P•G���:`, <br /> MISC.HARDWARE 8.1 8.1 4S�ONAL EN+++ <br /> TOTAL ARRAY WEIGHT 852.2 LBS <br /> AREA NAME. QTY SQFT TOTAL SOFT <br /> MODULES ,e ,8.1 269.6 ATTACHMENT <br /> POINT LOAD(852.2 LBS 154 ATTACHMENTS) 15.8 LBS PLAN <br /> FIST.LOAD(852.2 LBS 1289.6 SOFT) 2.94 PSF DOC ID,149759-184670-1 <br /> DATE:12118/20 <br /> NOTES CREATOR: <br /> RAFTER LOCATIONS ARE APPROXIMATE.ACTUAL REVIEWER: <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-5.2 <br />