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ROOF RAFTER <br />SOLAR PANEL mSECURING CUPS \-2><60 240 O.C.SNAP N RAQK® <br />SOLAR PANEL --1 Pv MOUNTING ; C E0 44 0.SECURING CUPS \,SYSTEM <br />1 A -SNAP N RACK® <br />1-j (rv.* : 0 PV MOUNTING <br />n SYSTEM <br />ZgoW-ZWEETi-7-- <br />L 1. -, <br />1 <br />4'-e' MAX f <br />a 1/2" MAX SPACINN--1 POINT OF CONNECTION - <br />- ROOF RAFTER AT ROOF: RAFTER TO BE 4'Ze",MAX <br />2 * 6 0 24' O.C. <br />LANDSCAPE PANEL (NTS)PORTRAIT PANEL (NTS) <br />POINT OF CONNECTION DETAIL SCALE = NTS <br />A A <br />1 CONNECTION DETAIL <br />D-= X 2.-15 CrrP.) S.S. BOLT WTH <br />SPLIT LOCK WAGNER <br />SNAP N RACK eNAP N RACK SERIES lee STANDARD RAIL <br />END CLAMP &' 8.8. FLANGE M.IT <br />SNAP N RACK COMPOSITION ROOF FLASWING&' X 2' 8.8. BOLT¢ <br /> 6.9. SPUT WASHER 5. S.B. LAG SCREUI 1UU|TH FLAT WASHER <br />2.5- MINIMUM EMBEDMENT 16 BTANDARD <br />04 31.3MIN. <br />- SEAL PENEfRATeN ANpL »»«»7--1 UNDER BASE unw APPROPRIATE <br />ROOF SEALANT <br />eNAP N RACK CHANNEL NUT - i ,- <br />SNAP N RACK <br />COMPOSITION L FOOT <br />CAN BE MOUNTED IN <br />ANY ORENTAnON <br />L FOOT BASE <br />MOUNTING Sl-STEM SPECIFICATIONS <br />MANUFACTURER:SNAPNRACK PV MOUNTING SOLUTIONS <br />115 FIERO LN, SUITE 2ee. SAN LUIS OBISPO CA.9342 <br />.811.132.2860 EMAIL: TECHOSNAPNRACK.COM <br />MODEL;: <br />* SERIES lee RESIDENTIAL MOUNTING SOLUTION <br />MATERIALS: <br />• beee SERIES ALUM., * STAINLESS STEEL, GALvANIZED STEEL <br />CALCS +CERTIFICATIONS: <br />54'-9 <br />421'-11 13'-5" - 13'-5 <br />N <br />C C <br />4,4 #Rwn <br />PROJECTLRMF#:aAmerican 4000 lee*leT[ 10 <br />LICENSE B/C10/046 #941069 <br />EEKLEBT*7-'9% <br />PH. {424) 214-6700 <br />FX: (424) 214·6750 <br />l' ES€4rtal&& em <br />1= ,; muat 11% &181z 9 make aw, e <br />6!J lan @@frillal tel <br />===1 <br />0 <br />001110@tion: 8 <br />1- 1.1 14111 the VIN@ <br />co * 22*Law <br />>M <0 <br />CO LU -11 <br />g O Ya.le <br />ct m >4 <br />1- W EA) 000 LL .-- <br />Ul O 1- < 9:J O fn Z 7 <br />CE @ R< 8- <br />5 5 *Ze <br />O 0 "<9 <br />r,1 <br />GV <br />-{0 <br />AI LE <br />4 - f t-RIDGE „ <br />0 40 + <br />f 0 <br />CE) 2-STORY <br />4 66HOUSE <br />For 11 - <br />0- A- .o. 1 <br />[2]0 .O 0---- <br />1 41SL -1 11· + ·- <br />1U <br />0 1 0 <br /># 11 <br />4 U) 0 to 0 11 1 <br />' 23=.23= 11 =1111 - 9- ,- + 1 <br />6 1.6 6 11. 01-6 - -4 <br />149@ 11 Pl - 111 <br />2 9 09% ¢ 11 <br />* (·9' 1= 6! 1- ¥ '9 <br />k . <br />1 -111 6 1 <br />'6 <br />0 -0 <br />-11:, 8 . - 11 <br />I J 1 <br />- 0 ---011 14 + <br />11 I' 2 <br />0 O -- O <br />L U <br />011 p Y <br />®ASCE 1-le WIND SPEEDS FROM Ile MPH TO lee FOR B AND C EXPOSURE CAT. <br />*ASCE 1-le SEISMIC DESIGN CATEGORY E <br />*ASCE 1-le SNOW LOADS UP TO 120 PSF GROUND SNOW LOAD <br />*BUILDING WITH MEAN ROOF HEIGHTS UP TO ee FOOT TILT ANGLES/ROOF <br />PITCHES FROM e DEGREES TO ee DEGREES. <br />GROUNDING: <br />0 *STAR WASHER <br />PL <br />A *ELECTRICAL EQUIPMENT BOND STAINLESS STEEL LAY--IN LUGS (CaL-4DST UL <br />FILE E3444e) <br />11 3 - <br />0 APPROVED STANDOFFS TO BE MOUNTED AT INTERVALS TO PROVIDE <br />ADEQUATE SUPPORT FOR MODULES FROM ALL ENDPOINTS. STANDOFFS WILL <br />19 BE SELECTED BASED ON ROOF LA'rERS PRESENTED. <br />0 0 <br />b R-MODULESq SHALL BE INSTALLED WITH A MINIMUM 3 INCH CLEARANCE FROM <br />ROOF SURFACE TO PANEL <br />0 0 <br />STANDOFFS SHOULD BE PLACED AT EVERY ROOF RAFTER AT 4'-e" MAX <br />11 11 - 1 SPACING. <br />44 1 <br />CO O -COUS <br />PROJECT NUMBER: <br />OP-00145760 <br />SYSTEM SIZE: <br />8.25KW PV <br />SHEET TmE: <br />LAYOUT + <br />CONNECTION <br />DETAIL <br />CH]EF ELECTRICIAN <br />DANNY McINTYRE <br />DP,!dNnNE@AMERM»,SOLARD,1@CT.COM <br />(424) 214-6700 <br />Signature - Danny Mdr«e <br />LICENSE B/C10/046 #941069 <br />2 <br />i <br />0 <br />1 <br />\V Y <br />1,1 1 <br />r 24'-le" -16'-6"14'-11" <br />56'-3" - <br />NOTE: PLEASE REFER TO SNAP-N-RACK MANUAL FOR INSTALLATION REQUIREMENTS. <br />LAYOUT SCALE <br />TOTAL # OF PANELS <br />AREA COVERED (SQ. PT.) <br />Ave. LOAD PER CONNECTION POINT (LES) <br />WEIGHT PER iSG. FT. OF SOLAR ARRAY (PeF) <br />TOTAL WEIGHT OF MODULES <br />TOTAL UJEIGHT OF RACKING COMPONENTS <br />TOTAL 51'STEM WEIGWT (L[38) <br />TOTAL RAIL LENGTH (FT) <br /># OF le' SNAP N RACK RAILS (122") <br /># OF 13' SNAP N RACK RAILS (162") <br />TOTAL IRA[L LENGTH FIELD) (FT) <br /># OF SNAP N RACK RAIL SPUCES <br />TOTAL # OF END-CLAMPS <br />- TOTAL # OF MID-CLAMPS <br />= 3/32" = 1'- TOTAL # OF L-FOOT ASSEMBUES <br />SSjo/V4 <br />1950 <br />33 - <br />518.82 »ap.y' <br />21.68 //44>@g <br />2.91 ./Pole <br />t*I 5.le 11)1 076 <br />3ee.en <54(07(321116.31 Nb. c/v223.88 .\,4 - <br />1 2>·27¥ <br />11 <br />239.61 <br />-Vro*90°,7- <br />16 <br />2e <br />66 <br />62 <br />r <br />City Rbvikon/ssue Date <br />™SDRAVNGISPR · TYOF <br />AMERICRN D RECT NC. THIS <br />DRAWNG L CONF DENTAL AND IS <br />ONLY TO BE USED IN CONJUCTION <br />WTTH WORK DEGIGNATED BY <br />AMERICAN SOLAR D'RET INC. NO <br />PART OF ™IS DOCUMENT ISTO BE <br />DISCLOSED TOO™ERS WTTHOUT <br />™E PRIOR WRITTENPERM]SSION <br />OF AMERICAN SCXAR DIRECT NC. <br />CAD Revisions <br />JEC-CAF/2.19.14 <br />JS/PS/03/11/14 <br />Secla:SheetDate: pv2