Laserfiche WebLink
INSTALLATION NOTES: <br />1.DISTANCE BETWEEN PENETRATIONS NOT TO EXCEED 4'-0" <br />2.RAIL OVERHANG FROM PENETRATIONS NOT TO EXCEED 16" <br />3.LAG SCREWS SHALL BE AT LEAST 6" FROM ANY NAILING PLATES. <br />4.LAGS MUST HAVE A MINIMUM OF 2.5" THREAD DEPTH INTO <br />STRUCTURAL BEAM. <br />5.ADJUSTMENTS MAY BE REQUIRED DUE TO EXISTING ROOF <br />CONDITIONS. <br />6.THE COMBINATION OF MOUNTING SYSTEM AND PV MODULES SHALL <br />MEET THE MINIMUM REQUIREMENTS TO ACHIEVE A CLASS "A" FIRE <br />RATING PER UL 1703 FIRE CLASSIFICATION STANDARDS. <br />7.SYSTEM IS LESS THAN 30' ABOVE GRADE. PLEASE SEE ELEVATIONS. <br />ENLARGED PARTIAL ROOF/RACKING PLAN <br />SCALE: 1/8" = 1'-0" <br />SOLAR MODULE MOUNTING DETAIL <br />SCALE: NTS PV 3 <br />TED BAKER <br />C10 & C46 <br />LIC# 858088 <br />PH <br />O <br />T <br />O <br />V <br />O <br />L <br />T <br />A <br />I <br />C <br /> <br />S <br />Y <br />S <br />T <br />E <br />M <br /> <br />S <br />I <br />Z <br />E <br />: <br />7. <br />2 <br />3 <br />0 <br /> <br />k <br />W <br />AP <br />N <br />: <br /> <br />41 <br />0 <br />- <br />2 <br />8 <br />2 <br />- <br />2 <br />0 <br />21 <br />2 <br />0 <br /> <br />H <br />A <br />R <br />M <br />O <br />N <br />Y <br /> <br />G <br />R <br />O <br />V <br />E <br /> <br />R <br />D <br />ES <br />C <br />O <br />N <br />D <br />I <br />D <br />O <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />0 <br />2 <br />9 <br />PH <br />O <br />N <br />E <br /> <br />( <br />8 <br />7 <br />7 <br />) <br /> <br />5 <br />7 <br />8 <br />- <br />8 <br />0 <br />8 <br />0 <br />21 <br />4 <br /> <br />W <br /> <br />A <br />L <br />T <br />O <br />N <br /> <br />A <br />V <br />E <br />, <br /> <br />S <br />A <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />CM <br />06/17/2024DATE: <br />DRAWN BY: <br />JOB NO: <br />RACKING PLAN / <br />DETAILS <br />REVISIONS: <br />LICENSED PROFESSIONAL <br />S45017 <br />EXP. 4/30/2025 <br />EN <br />E <br />R <br />G <br />Y <br /> <br />S <br />T <br />O <br />R <br />A <br />G <br />E <br /> <br />S <br />I <br />Z <br />E <br />: <br />5 <br />k <br />W <br /> <br />/ <br /> <br />1 <br />3 <br />. <br />5 <br /> <br />k <br />W <br />h <br />ROOF PITCH <br />4.1:12 <br />18" FIRE SETBACK AT BOTH SIDES OF RIDGE <br />(PER CRC R324.6.2) <br />SUPPORT RAIL <br />RAIL SPLICE AS REQ. <br />2X4 TRUSS @ 24" O.C. <br />36" FIRE PATHWAY TO RIDGE <br />(PER CRC R324.6.1) <br />2 <br />1 <br />GIBBS - S45017 DEAD LOAD <br />Module Q.TRON BLK M-G2+ <br />425 <br />Weight 46.70 lbs <br />Area (Module)21.00 sq. ft. <br />Length 67.80 in <br />Width 44.60 in <br />Quantity Lbs. / Unit Lbs. / Qty. <br />Q.TRON BLK M-G2+ 425 17 46.7 793.9 <br />MCI-1 6 0.8 4.6 <br />Midclamp 24 0.05 1.2 <br />Endclamp 20 0.06 1.2 <br />L-Foot 36 0.2 7.2 <br />Rail 126.4 0.8 101.1 <br />Tilt Leg 0 1.5 0.0 <br />Splice Bars 0 0.5 0.0 <br />Footings 36 2.2 79.2 <br />Total Weight / Array 988.4 Lbs <br />Total Area / Array 357.0 Sq.ft. <br />Lbs. per SQFT 2.8 Lbs/sq.ft. <br />Lbs. per Standoff 27.5 Lbs. <br />SOLAR PV MODULE <br />44.60" x 67.80" x 46.70 lbs <br />Gi <br />b <br />b <br />s <br /> <br /> Re <br />s <br />i <br />d <br />e <br />n <br />c <br />e <br />18'' <br />4' <br />3' <br />TYPICAL ATTACHMENT POINT <br />W/ 5/16"-18 x2-1/4" UMBRELLA SS LAG <br />SCREW CENTERED IN STRUCTURAL MEMBER. <br />LAGS MUST HAVE A MINIMUM OF 2.5" THREAD <br />DEPTH INTO STRUCTURAL BEAM <br />TYP. ATTACHMENT POINT <br />"SNAPnRACK" SYST. <br />W/ ONE 5/16"-18 x 2-1/4" UMBRELLA SS LAG <br />SCREW AND 2 1/2" THREAD EMBEDMENT <br />CENTERED INTO RAFTER OR FOR DECK <br />COMP. SHINGLE <br />ROOF <br />SOLAR MODULE <br />EXISTING ROOF <br />MEMBER <br />EXISTING <br />ROOF DECKING <br />MATERIAL <br />SOLAR RAIL <br />3.5 MIN." TYP. <br />SEAL W/ <br />APPROPRIATE <br />WATERTIGHT <br />ROOFING MASTIC <br />TO COMPLY WITH <br />SECT. 1503 OF <br />THE CBC & R403 <br />OF THE CRC. <br />MOUNT TWO DECKANCHOR SCREWS <br />13'-10" <br />214 W Alton Ave <br />10/8/2024