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-TOP VIEW OF PV ARRAY, TYP. OF ONE & <br />-a A<- 4,· 12*6"Rafter 24"OCA <br />l SNAP N' RACK L-FOOT \f- <br />\COMPOSITION ANCHORING /x <br />PV panel attached to support ' <br />channel with rail intermodule clamps <br />between each module (see cut sheet <br />for engineering specs) and rail end <br />clamps at the end of every row. <br />Support channels will be spliced <br />on-end with R-136 eail splice kits. <br />Two support channels laid 48" apart <br />can accommodate 4 modules laid <br />portrait-style, as shown. . <br />4,-01, <br />1 <br />4'-0" <br />f <br />Il Ill Ill Ill I'MII ill Ill It --I Iii Ill Iii <br />10/09/2013 <br />Revisions By <br />12/052013 MC <br />12/05/2013 MC <br />12/05/2013 8 MC <br />- 952" STAINLESS STEEL BOLT <br />0 11: =11 11*i 1.- i *" =: · 0 <br />33/ <br />it <br />- #8 STAINLESS STEEL FLAT WASHER <br />1 - <br />DIRECT BURIAL GROUND LUG <br />(ILSCO GBL-4DBL) OR EQUAL <br />952" STAINLESS STEEL BOLT <br />AND STAR WASHER <br />1j <br />111 111 <br />It <br />DETAI L 2 <br />\Bonded to -- <br />grounded <br />electrode. <br />SNAPNRACK <br />SNAPNRACK F COMPOSITION L FOOT <br />CHANNEL NUT CAN BE MOUNTED IN <br />ANY ORIENTATION <br />- & X 1" S. S. BOLT ANDSPUT WASHER <br />Roof Mount Detail <br />1. Snap N Rack Racking System, or equal <br />2. Flush Mounted in groups of 16 Modules <br />3. Sized for wind loads up to 120 mph <br />SOLAR PANEL <br />SNAP N RACK - <br />ASPHALT - <br />SHINGLE / 1Roof - <br />2X6 RAFTER -,L <br />1 <br />SECTION 1 <br />/1\ <br />/«\ <br />C - 92 ) 2 <br />..% 1 1/7 1 <br />L ...0.' MAX. <br />hitSNAPNRACY <br />STANDAR[ <br />RAIL -\-»Pzt€SNAPNRACK COMPOSITION 1-1 <br />0 ROOF FLASHING <br />Z &" S.S. LAG SCREW WITH FLAT WASHER --7 <br />2.5" MINIMUM EMBEDMENT IS STANDARE <br />SNAPNRACKSEAL PENN <br />UNDER BASE WITH <br />APPROPRIATE ROOF SEALANT <br />RAFTER TYP.MIX <br />- & S.S, FLANGE NUT <br />r ROOF DECKING TYP. <br />1 /h <br />Module Weight (lbs)41.45 <br /># of Modules: 16 <br />Total Module Weight (lbs.)663 <br />Rack Weight (lbs.) 65 <br />Total Weight:729 <br /># of Stand-offs: 24 <br /> Loading Per Stand-off:30.36 L <br />Total Area:280 i <br />Loading (PSF)2.60 E <br />CORRECTION NOTES: <br />/\ - ADDED ANCHORING DESCRIPTION <br />/k - ADDED ANCHORING SPACING DETAIL <br />< - ADDED RAFTER SPACING AND LOCATION iDETAIL <br />NC)TES: <br />- 5/16" LAG BOLTS MUST EMBED <br />2.5" INTO ROOF STRUCTURAL <br />MEMBERS/RAFTERS <br />- TORQUE ALL 5/16" HARDWARE TO <br />THE FOLLOWING: <br />- SILVER S.S 10-16 FT-LBS <br />- BLACK S.S. 7-9 FT-LBS <br />- RAILS CAN MOUNT TO EITHER SIDE <br />OF L FOOT (UPSLOPE VS DOMNSLOPE) <br />DETAIL 1 <br />FLASHED L FOOT MOUNTING POINT FOR USE ON <br />COMPOSITION ROOF SURFACES <br />WITH LOW TO MODERATE TILT <br />RAILS CAN BE LEVELED UP TO 3" USING UP TO <br />TWO LEVELING SPACERS <br />AS SHOWN IN ·SERIES 100 RAIL- LEVELING" <br />W CL <br />4. Standard wood truss construction, 2X6 rafter/trusses 24" <br />O.C. to form gabled roof, sheathed with 1/2" plywood. <br />Upper surface of plywood faced with felt paper.Paper size <br />BFinished roof surface is ASPHALT SHINGLE under array.Scale <br />5. Mounting system to be attached to 2X6 trusses at NTS <br />Drawn byno more than 6' O.C. depending on truss location.MC <br />6. Lag bolts are to be 5/16" x 3.5" stainless steel. (See Title <br />Mounting Detail <br />attached cut sheets)Project Number: <br />7. Roof penetrations are sealed with 3M polyurethane 216.007 <br />Sheet.sealant and are guaranteed for ten years.PV-03 <br />It <br />-1 <br />e <br />..11 1