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Home My WebLink AboutB16-0192'• • " Sunrun-Hale-GM-20des � 12/31/2015 y S01Afi-Rd0F fttd E Page 1 ,3 • . u'ttu'.SOt.AK'ROOP-pIP.CI:.COM Structural Calculations r' i ' for the Ground Mount Solar Panels , ., Hale Residence 4066 Hidden Valley Road ,- _ Oroville, CA 95965 4 '' <i• Sunrun - 105R-066HALE December 31 2015 SOP �gA.gO +1 r F IT# o. S1672 rn BUTTE COUNTY DEVELOPMENT SERVICES exp.06/17 ;DR C D W PUANCE is sj LST �Pl' S ATE �2 � BY _ RUCTV '�TFOF CAl\FOS Y c Digitally Signed by �.• -James A. Adams, S.E. Weight of PV panels (3.0 psf + Racking) : Wp� = 4.0 psf ,. Lengthwise spacing between columns: SsP = 14.5 ft. ' i Transvers tributary width : •st = 6.5 ft. ` Angle of.Panels: 0 20 deg ` Ground Slope: Ac = 0 deg " T Snow Loading per ASCE 7-10: Basic Wind Speed: `V 110 mph (uLT) . . 'Exposure: C '.Ground,Snow p9 = 0.0 psf ` Ce= 1.0 n Ct = 1.2 t pr = 0.7 CBCtlsp9` 0 psf IS — 1.0 • b Cs = 1.0 - ps = CsPr = 0 psf Use Minimum snow load 0 psf , �Wsnow = Ps x SSP 0 Ib/ft. . t . Transverse_ Tributary' Wsno = Ps x St t O.lb/ft: ' f References: 2013 CBC, IBC 2013, ASCE 7-10, -AISC 14th ED. " 1 ,� .4. � •�'c I l . � • Page 1 ' • * - - _ "� , i Sunrur> Hale-GM-20degF - � - SdiA6-NO0F(;BECK .- 12/31 /2015 Page 2 : Check Wind Loads per ASCE 7-10 `27.4.3 y MWFRS'for Free Standing PV Array Roof Angle 6 20 deg ; Open Building with Monoslope Roof Exposure C y Importance 1 1.0 Exposure `Coeff. KZ 0.85 _ ASCE 7-10 Sec. 26.8.1 , Topographic Factor KZ, 1.0 Table 26.6-1 ',.V Directionality Factor Kd 0.85 - •� `• , BasicWind Speed V 110 mph ; r Velocity Pressure qh=.00256 K, K tKd V 22.38 Psf .r a� ASCE`? 10 Fig. 27.4-4, Gust Factor: G 0.85 • ` Wind Direction / =0 t Clear Wind Flow .. 0,= 20 -p = qh G Cn Load Case A CNW -1.3 PNw -24.73 Psf Load Case'A' - C -1.5 PNL -28.53 psf Load Case A `_N t -'Load Case B . CNw -2.23 ` PNw 742.42 Psf Load Case�B - s - r : r- CNL -0.2 a PNL , -3.805 PsfLoad Case B' , - Wind Direction y =180 e ' Clear Wind Flow Load Case A CNw F1757 PNw 29.87 psf Load Case A "� CNL 1.73 PNL 32.91 psf (Load Case A .� ' F Load Case B CNw 2.07 PNw _ 39.38 P sf Load Case B CNL 0.7 *.. PNL' 13.32 Psf, Load Case B . (ASD) Uplift on Piers at Columns (0.6DL + 0.6W). ' ' Spacing, " sS = 14.50 ft. .' DLP„= WPB ,, 4.257 psf' w. 4 Psf P� _ cos (9 x deg) ` _ , ? • , -;_ y " 0= , 20 deg , Net Uplift (psf) w„P = Net Uplift x s, '. Case A : ) ... 0.6 DLP„+ 0.6 PNw = -12.28 WNW = -178.1 plf s• r ,_, 0.6 DLP„+ 0.6 PNL = -14.57 _ .. _ • , 'WNL = -211.2 plf Case B : ' 0.6 DLP„+ 0.6 pNw = -22.90 WNW = -332 plf . 0.6 DLP„+ 0.6 PNL =. 0.27 WNL _ . 3.93 plf # - ,: Plus and minus signs signify pressures acting toward and away from the top roof surface respectively a 4 z Page 2 r t •Sunrun-Hale-GM-20deg • r p /!� S®iAQ-Rdo F CHICK 1.2/31/2015 Page 3 {` Footing / Pier Design . - { Short Side (Grid1): '0.6DL•+ 0.6 W Risa Uplift =914 Ib. r diameter of ftg. d = length ftg. h = 1.5 ft. 2 ft. 1.0 12.5 ift. of DL FTG = 150 x h x ir x (d2/4) = 530.1 Ib. 294.5 Ib. Skin Friction SF = 200 psf r 200 psi ' Friction Force (Neglect top 12") F = 7f x`d X SF x (h -1.0) = 942.5 lb. 942.5 lb.. f - Factor of Saftey FS =' 0.6 DLGTr + F = 1.38 1.22 ' Risa Uplift r , ', ^ r ` Use: 1.0 ft. dia x 2.5 ft. deep Alternate Ftg Size Use: 1.5 ft. dia x 2 ft. deep I Tall Side (Grid 2):' 0.6DL + 0.6 W Risa Uplift = 2303 Ib. ^ ••� r. `4 t diameter of ftg. d = 1.5 ft. 1.0 ft. i' ;� ; _ ,•length of ftg. h = 3.75 ft. 4.75 ft. J . r. DL FTG = ,' .•150 x h x 7 x (dZ/4) = 994 Ib. 559.6 lb. ". • �` Skin Friction SF = 200 psf 200 psf Friction Force (Neglect top 12") F = x d X SF x (h -1.0) = 2592 lb. ;2356 Ib. ' ' , Factor of Saftey + FS = 0.6 DLFrr_ F = 1.38 ' . 1.17 ' TUse: Risa Uplift �. 1.0 ft. dia x 4.75 ft. deep Alternate Ftg Size Use: 1.5 ft. dia x 3.75 ft. deep. +?"' CBC 1807.3.2.1 d= 0.5A (11+ [1+(4.36h/A)]v2)' Eg:' 18-1 `_r•. � d= 4.00 Minimum depth of embedment (ft.) Y A A= 3.75 2.34P/(Sib) b= 1.0 Ftg. Diameter (ft.) t - • ` `� ,,- • " h= 0.25 distance from grade to point of application of P (ft.) r . P= 1014 Applied lateral force or (M/h) (lbs.) ' S,= 633 Allowable Soil Bearing Pressure per 1806.2 at 1/3 depth of embedment (psf) 317 Lateral Bearing pressure per 1806.2 (psf) (Includes Increase per 1806.3.4) •' . y 200 Presumptive. Lateral Bearing Presure(psf./ft:) (1806.2 - #3 Sandy Gravel) 1' t 4.75 Trial Depth,;d, (ft•)- • µ 1 - Footing Depth OKI - . ' _. , Min 1 ft. Dia. footingdepth = 4.00 ft. ,; v , • - Min 1.5 ft. Dia. footing depth = • . 3.75 ft. ` Max Uplift Loads to 1.5" Pipe Columns (.6DD + 0.61M '• r w Actual Load (Risa) 2303 lbs. Post to Crossbeam a . Approx Load to Fittings 1 1267 lbs. • ` `' ^ = w` `load lbs. Allowable on Hollaender Tee-Socket fittings S. F. 2:1'' •t • K` _ 2000 lbs. Allowable load on Kee Klamp Tee-Socket fitting S.F.= 2:1 , .. Fittings ok for uplift loads! 3.. ` 'Page 3 L K S6nrun-Hale-oM=20de9 12/31/2015 S®IAB-RdaFGHECK Page 4 r„ - K1�KV.SOI.AA-ROOP-p17SCK.COM Max Loads to 1.5" Pipe Beams and Columns (D + UN DLP„ = wPv 4.257 psf cos (0 x deg) ` D +.6 Wind do (Psfl r , t, ` w,,, Wind down x s�ry " Case A:,, PNw 7 22.18 WNW = 321.6 plf t ; t t . PNS = 24.00 WNL = 348 plf ; r �' �, •„ ,Case�B *. PNw = 27.88 wNYY = 404.3 •plf �. E PNS = 12.25 ' WNL = 177.6 plf ti 1 e , :q• .. - . _ - . �' _ - ` . �r •. � .. `. Max Wind Loading Tall side Pmax — 39.38. psf S f . r 3 ' Max Vertical wind Pressure = pm cos(9x deg) =I 37 psf° a Design Snow Load PS = CSpf' _ 0 psf Dead Load 'DLpv = 4.26, psf .� t . f • . �, - ` D+S • . • _ • 4.26 psf D+0.6W 26.46 psf, , D +.75(.6W) +.75S-. 20.91 psf f Lengthwise spacing S'p = 14.5 . ft. Transverse spacing st = 6.5 . ft. r .f Max Load to Pipe Columns = 2494' alb. ,= PMwc ++ Check 1.5" Pipe Brace / Column Capacity Schedule 40 pipe / A53 Grade B , F • 1 A= 0.750 int - E'= r2i9TO00 k s i ,~ s z ;., r= 0.626in Fy = 35 ksi , t K` = 1 D =j 1.67 ASD . LMAX = 96 in All Braces / Posts < 8'-0"y 'K L = 153.4 > i 4.71 x = 135.6 ' r fFy ; t F8 = *� ' ,7rZ x E A'12.2 ksi. 4 Eq E3-4 t , Fa = .. (0.658(FYfFa)) 'x FY NA ksi, Eq. E3-2� , t f } F, _' .877 x F,, 10.7 ksi Eq. E3-3 t� ; • `', , P„ _ Fax A9 8.01 `ksi Eq: E3-1 ' z ;P r,�nxncTva� 2.49,kips << P"/Q = 4.793 ' Kips ASD, • x. r - 1.5 inch Standard-Pipe_Not Critical :• s - , A Page 4 s ... r� , } 78.11b/ft i -1489. -914. 211.2lb/ft 1014.5 -136.4 i Loads: LC 1, Uplift - 0.6DL Solar Results for LC 1, Uplift - 0.6DL Solar Y -direction Reaction Units are Ib and k -ft Solar -Roof -Check SK- 1 Ground Mount Dec 31, 2015 at 10:35 AM t Sunrun-GM-Hale-20deg.2d r r The new Q.PRO BFR -G4 is the result of the continued evolution of our Q.PRO family. Thanks to improved power yield, excellent reliability, and high-level operational safety, the new Q.PRO BFR -G4 generates electricity at a low cost (LCOE) and is suitable for a wide range of applications. LOW ELECTRICITY GENERATION COSTS Higher yield per surface area and lower BOS costs thanks to - higher power classes and an efficiency rate of up to 16.2 %. r -f' INNOVATIVE ALL-WEATHER TECHNOLOGY ` Optimal yields, whatever the weather with excellent low -light and temperature behavior. ENDURING HIGH PERFORMANCE Long-term yield security with Anti -PID Technology', H t S t P t t d T— -K1. able Quality Tra QTM1 f t ce LIGHT-WEIGHT QUALITY FRAME x , High-tech aluminum alloy frame, certified for . • CaCEllS ` high snow (5400 Pa) and wind loads (4000 Pa). TOP -BRAND PV ,u� MAXIMUM COST REDUCTIONS 2015 Up to 10 % lower logistics costs due to higher module capacity per box. , O SAFE ELECTRONICS Protection against short circuits and thermally induced power losses • • - YQuality Teeted aCfltS ' ' due to breathable junction box and welded cables. .. ' amperyerymatm e mtar mo" 2013 ' n A RELIABLE INVESTMENT 11).40032587 ®` Inclusive 12 -year product warranty and 25 -year linear performance guarantee2. APT test conditions: Cells at -100OV I 1 against grounded, with conductive me-' r r tal foil covered module surface, 25°C, THE IDEAL SOLUTION FOR: 168h 2 See data sheet on rear for further " Rooftop arrays on Rooftop arrays on Ground -mounted information. residential b_ uildings ® commercial/ industrial solar power plants - • r 1 buildings / Engineered in Germany PERMIT # b/c of.71,, CELLS , }! COD DATE `�, 10 a BY %� MECHANICAL SPECIFICATION l Format 65.7 in x 39.4 in x 1.26 in (including frame) (1670 mm x 1000 mm x 32 mm) - Weight 41.45 Ib (18.8 kg) From Corer 0.13 in (3.2 mm) thermally pre -stressed glass with anti -reflection technology Back Cover Composite film-warumo� Frame Black anodized aluminum T _ i _ ^ _ + • + "` ®�• Cell 61-16 polycrystalline solar cells Junction hox 4.33 in x 4.53 in x 0.9 in (110 mm x 115 mm x 23 mm), Protection class IP67„with_bypass _diodes _ + ..rvanP+e.raueu etOhv�" Cable -7mm2 Solar cable; (+) a39.37 in (1000 mm), (-) 339.37 in (1000 mm) Connector Tyco Solarlok PV4, IP68 ELECTRICAL CHARACTERISTICS ruacx �uwa [V] 1000 (IEC) / 1000 (UL) --- MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS, STC' (POWER TOLERANCE +5W /• OW)_ 20 Power at MPPZ P, IW] 255 260 265 rPermitted module temperature -40•F up to +185°F Short Circuit Current- Is, [A] 9.07 9.15 9.23 E Circuit Voltage* V. [V] V. 37.54 37.77 �W 38.01 current at MPP- I- [A] 8.45 8.53 8.62 Voltage at MPP" V.P IV] 30.18 30.46 30.75 EN[clency2 I If (%] a 15.3 a 15.6 2:15.9 MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS, NBC' Power at MPPZ P® 1W] 188.3 .192.0 195.7 E Short Circuit Current* - in (A] 7.31 7.38 7.44 = Open Circuit Voltage* Voc IV] 34.95 35.16 35.38 Current at MPP* Im [A] 6.61 6.68 6.75 Voltage at MPP" VWP IV] e.. 28.48 28.75 29.01 11000 W/rr2,25 °C, spectrum AM 1.SG ' Measuremont tolerances STC x3 %; N0C x5 % 3800 W/m2, NOCT, spectrum AM 1.5G 'typical values, actual values may differ Q CELLS PERFORMANCE WARRANTY - PERFORMANCE AT LOW IRRADIANCE �^tcn �aonu At least 97%of nominal power during -�--t--r--r- , ,,,,�• first year. Thereafter max. 0.6%degra- C ,m --u--c - -- -- •-- ' s, .................................. S dation per year. e--`-'`--`--`--`--`'-`--`--� o ----- ------------- At least 92%of nominal power after 10 years. G W i i r i At least 83% of nominal power after ........... p --r--r--r--rr--r--t € 25 years. � r--r--r--r--r--r--r--r--t All data within measurement tolerances. m r r m rm sm sm rm sm m rpm cnrm Full warranties in accordance with the m „ warranty terms of the Q CELLS sales QIRAeIANCE rn/01ff m ---- - organisation of your respective country. e m n m n "ro .0 Wwy4n WrlbF eelebm3M,ma Alel - The typical change in module efficiency at an irradiance of 200 W/m2 in relation to 1000 W/m2 (both at 25°C and AM 1 5G sP eclrum) is -2% (relative). TEMPERATURE COEFFICIENTS Temperature CoaBicient of 6 a [%/Kl +0.04 Temperature Coaf icieat of V. p [%/Kl -0.30 Temperature Coefficient of P_ v [%/K] -0.41 Normal Operating Cell Temperature NOCT [•F1 113 t 5.4 (45 t 3 *C), Maximum System Voltage Vim, [V] 1000 (IEC) / 1000 (UL) Safety Class II Maximum Series Fuse Rating (A OC] 20 Fire Rating C /TYPE 1 Max Load NU' [lbs/N'] _ 75 (3600 Pa) rPermitted module temperature -40•F up to +185°F _=T. L� Pallet Weight 1323 Ib (651 kg) on continuous duty (-40•C up to +85'C) - T Load Rating (UL)2 ^ (lbsfft'l 55.6 (2666 Pa) 2 see installation manual UL 1703; VDE Quality Tested; CE -compliant; Number of Modules per Pallet 32 IEC 61215 (Ed.2); IEC 61730 (Ed.l) application class A _ Number of Pallet per 53' Container 32 DVE C E C Number of Pallets per 40' Container Pallet Dimensions (L x W x H ), 26 68.7 in z 45.O in x 46.O in _us i (1745 x 1145 x 1170 mm) _=T. L� Pallet Weight 1323 Ib (651 kg) NOTE: -Installation Instructions must be followed. See the installation and operating manual or contact our technical service department tar further intormation on approved mstauation ana use of this product. - Hamvha Q CELLS USA Corp. 300 Spectrum Center Drive, Suite 1250, Irvine, CA 92618, USA I TEL +1 949 748 59 96 1 EMAIL q-cells-usaQgeells.com I WEB www.q-cells.us Engineered in Germany ( OCELLS ,F l .. .., a iii„ .. •, l ,• �'"- h r i � '. • ^' . � ,F l .. .., a iii„ .. •, l ,• �'"- Ann � '. • ^' . � ♦'- /%/+�////err - - y - BUTTE COUNTY DEVELOPNS tooy REVIEWED CODE MPL ' 29B DATE ~ < .171w Irl • i t This'family of single-phase string The high-speed MPPT offers real- Highlights , inverters complements the typical time power tracking and improved — Single-phase and three-phase output number of rooftop solar panels energy harvesting. grid connection - enabling homeowners to get the most The flat efficiency curve ensures high- — Wide input -voltage range for " efficient energy harvesting for the size efficiency at all output levels allowing increased stringing flexibility and ' of the property. a consistent and stable performance energy harvesting across the entire input voltage and — The high-speed and precise MPPT This inverter offers•a dual input output power range. algorithm offers real-time power } section that processes two strings . The transformerless operation gives the tracking and improved energy with independent Multiple Power Point highest efficiency of up to 97.0 percent. harvesting Tracking'(MPPT). ,,;. The wide input voltage range makes — Outdoor NEMA 4X rated enclosure 1, This is especially useful for rooftop the inverter suitable to low-power for unrestricted use under any Iinstallations with two different installations with reduced string size. - environmental conditions , from two sub -arrays This rugged, outdoor inverter has — Integrated DC disconnect switch - oriented in different directions, or been designed to be a completely in compliance with international, unbalanced strings (for example: East sealed unit, to withstand the harshest Standards (-S Version) -and West). environmental conditions: The dual -input sections with independent MPPT enable a more optimal energy harvesting condition. Power and productivity for better • a world'- Additional highlights = RS -485 communication interface (for connection to laptopor data logger) — Available with the optional VSN300 Wifi Logger Card for easy and affordable wireless monitoring — Compliant with NEC 690.12 when used with ABB's Rapid Shutdown device — Comes standard with DC Arc Fault Circuit Interruptor (AFCI) to comply with NEC 690.11 Technical data and types '"" 2W "P"`- 0/3W '--- — --------1 Type code PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US IGeneral specifications _. 2W Maximum AC OCPD rating 183- Nominal output power 3000W 3600W 3 W 0 380OW 420OW 244- 3000 3300' 3300' 3600 4000' 4000' 3300 4200' 4200' 4200 4600' 4600' Maximum output power wattage W W W W W W W W W W W W Rated grid AC voltage " 208V 240V 277V 208V 240V 277V 208V 240V 277V 208V 240V 277V Nlnput side (DC) 304V Grid frequency I Number of independent MPPT channels 2 2 2 2 Maximum usable power for each channel .2000W. ,3000W. .3000W. . 3000W Absolute maximum voltage (Vmax) 600V Start-up voltage (Vstart) 57-60.51lz 260V (adj. 120-350V) Full power MPPT voltage range 160-530V 120-530V 140-530V 140-530V Operating MPPT voltage range 12.OA 0.7 x Vstart - 580V (2-90V) 16.OA 16.OA 16.OA 16.OA Maximum current (ldcmax) for both MPPT in 20A 32A 32A 32A parallel Maximum usable current per channel 10A 16A 16A 16A Maximum short circuit current limit per 12.5A 20.OA 20.OA 20.OA channel Number of wire landing terminals per channel 2 pairs ' Array wirinq termination Terminal block pressure clamp, AWG20-AWG6 Grid connection type '"" 2W "P"`- 0/3W "" 2W "' 2W "' /3 0/3W 2W 2W 0/3W 2W —• 2W _ .._ 0/3W _. 2W Maximum AC OCPD rating 183- 211- 244- 183- 211- 244- 183- ' 211- 244- 183- 211- 244- Adjustable voltage range (Vmin Vmax) M 228V 264V 304V 228V 264V 304V 228V 264V 304V _ 228V 264V 304V Grid frequency 60Hz Adjustable grid frequency range 57-60.51lz Maximum current (I��,m�) 14.5A 14.5A 12.OA 17.2A 16.OA 16.OA 16.OA 16.OA 16.OA 20.OA 20.OA 20.OA Power factor > 0.995 (adjustable to t0.8) Total harmonic distortion at rated power Grid wirinq termination type Terminal block, Pressure clamp, AWG20-AWG6 Over -voltage protection type - Varistor, 2 for each channel PV array ground fault detection Pre start-up R and dynamic GFDI (requires floating arrays) IOutput protection devices I Anti-islanding protection Meets UL1741 / IEEE1547 requirements Over -voltage protection type Varistor, 2 (L, - Lx / L, G) Maximum AC OCPD rating 20A 20A 15A 25A 20A 20A:' 20A 20A 20A 25A 25A 25A Efficiency r�, ,. , .• _ ` . � • . � - , Maximum efficiency 96.9% 97% 97% 97% CEC efficiency 9B% NOperating performance • . ' I Nighttime consumption < 0.6WRMs Stand-by consumption < SWR., Wommunicationt . •r, -•' ` - i User -interface 16 characters x 2 lines LCD display Remote monitorinq (1xRS485 incl.) VSN700 Data Logger (opt.) VSN300 Wifi Logger Card (opt.) Ambient air operating temperature range -13°F to +140°F (-25°C to 60°C) with derating above 122°F (50°C) Ambient air storage temperature range .-40°F to +176°F (-40°C to +80°C) Relative humidity 0-100% RH condensing Acoustic noise emission level < 50 db (A) ®1m. Maximum operating altitude without derating 6560ft (2000m) 1. Capability enabled at nominal AC voltage and with sufficient DC power available. 2 ABB solar inverters I Product flyer for PVI-3.0/3.6/3.8/4.2-TL-OUTD Block -diagram of PVI-3.0/3.6/3.8/4.2-TL-OUTD , PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US I� { MPPr1 (DC/DQ BULK CAPS INVERTER DC/AO UNE • GRID PARALLEL ........................................................................................................................................ convection............................................................................... sA� � ............................................................................Natural 33.8 x 12.8 x 8.7in (859 x 325 x 222mm)2 Weight.......... �� Shippingwei9ht..............................................................................................................................................................................< 601b..(27:Ok912.................................................................................. ..Mountin.9.system Wall bracket..................................................................................... IAOC7, sAw - •Bottom ••('2) pre -drilled opening for 3/a inch -conduits and concentric markings for 1 inch FILTER RELAY IN11N) Sides: (2) pre -drilled opening for 3/4 inch conduits with concentric markings for 1 inch (both sides) and 11/2 inch conduit (DC side only) ................................................................................ •.............................................. .... .............................Back: (2).concentric,markings for.3/..inch.and..1..inch._conduits................................. DC switch ratinq (per contact) (AM 25/600 rrII LI TNI TNI tNI INI I INl INI , �I L-3II� rr1 I j `)I N INI(-)o— - 1 �� u IN12(-).1 DC t I AFDI --- ----- --- ---- - r ---- -'T I MPPrZ J (DC/DC7 IN2.21t) ' t t ♦t -d' o— + I IN] ' r RESIDUAL CURRENT I DETECTION ' , IN2 INI INI INI I 'INI � PE I14211- _y_ � I I , I I I - R5495 ♦T/N3.i(-)R I I , - -T/R _ RTN WIRING BOX REMOTE CONTROL-' • yy,I------------- IJ .________________ DC/DC DSP • DONTR WAC OSP CO-TR tR FAULT 0 IJ� -R - DEIECTIOT9 ALARM N.0 N CONTROL CIRCUIT C t______________________________________________________________________________ t ' Remote control (unction not available on -A version PVI-4'.2-OUTD=US 97 R 98 W e' 94 340 VdC 93 f _ __ C7 4E0 VdC _ 92 91� 10% 20% 30% 409650% 60% 70%7 80% 90% 100% % of Rated Output Power o o PVI=4'.2-OUTD-US PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US I� { ratin9 $-a" ........... ............................................................................................... C..... 9 ........................................................................................................................................ convection............................................................................... sA� � ............................................................................Natural 33.8 x 12.8 x 8.7in (859 x 325 x 222mm)2 Weight.......... <47.31b 21.3k .............................................................................I...........................1?................................................................................ ..9 Shippingwei9ht..............................................................................................................................................................................< 601b..(27:Ok912.................................................................................. ..Mountin.9.system Wall bracket..................................................................................... IAOC7, sAw - •Bottom ••('2) pre -drilled opening for 3/a inch -conduits and concentric markings for 1 inch Technical data and types Type code PVI-3.0-OUTD-US PVI-3.6-OUTD-US PVI-3.8-OUTD-US PVI-4.2-OUTD-US OMechanical specifications { ratin9 NEMA 4X ........... ............................................................................................... C..... 9 ........................................................................................................................................ convection............................................................................... ...................... Dimensions H X W X Q ................................................................................................................................................................................................................................ ............................................................................Natural 33.8 x 12.8 x 8.7in (859 x 325 x 222mm)2 Weight.......... <47.31b 21.3k .............................................................................I...........................1?................................................................................ ..9 Shippingwei9ht..............................................................................................................................................................................< 601b..(27:Ok912.................................................................................. ..Mountin.9.system Wall bracket..................................................................................... ........................................................................................... • - •Bottom ••('2) pre -drilled opening for 3/a inch -conduits and concentric markings for 1 inch (both sides) and 11/2 inch conduit (DC side only) Conduit connections2 Sides: (2) pre -drilled opening for 3/4 inch conduits with concentric markings for 1 inch (both sides) and 11/2 inch conduit (DC side only) ................................................................................ •.............................................. .... .............................Back: (2).concentric,markings for.3/..inch.and..1..inch._conduits................................. DC switch ratinq (per contact) (AM 25/600 Isolation level Transformerless (floatingarra ...... Safety and EMC standard UL1741, UL1741 SA (draft), IEEE.1547, IE.EE.1547.1. SA -022.2 N. 107.1-01,11L1998 UL ...............................................................................................................................................................................................1.6996,_ FCC. Part 15 Class B Safeta rovlass.............................:.......................................... Y.....pP......a!............................................................................................... CSA. or cTUV. .......................................................................................................... Regional Compliance Rule 21, RECO, NEC 2014690.11, NEC 2014 690.12 with ABB Rapid Shutdown device vvlin ul swlicn, wiring DOX, arc caul[ QeteciOr ano NVI-J.0-UU I U -S- E I'VI-3.6-UU I U -S- E HVI-3.8-UU I U -S- PVI-4.2-UU I U-S- inte_rrupter USA US -A US -A US -A 2. When equipped with optional DC switch and wiring box. All data is subject to change without notice Product flyer for PVI-3.0/3.6/3.8/4.2-TL-0UTD I ABB solar inverters 3 Support and service For more information please contact © Copyright 2015 ABB. All rights i - ABB supports its customers with a your local ABB representative or visit: reserved. Specifications subject to dedicated, global service organization change without notice. in more than 60 countries, with strong www.abb.com/solarinverters regional and national technical partner M ;I networks providing a complete range of www•abb.com life cycle services. TOVRheinland ua C US This inverter is marked with one of the two certification marks shown here (TuV or CSA). Power and productivity „ ,D 1: fora better worlds- P%19 "a VP 31 System Ground Methods Include: 0' SnapNrack Bonding Lug 01 Ilsco Bonding Lug 0' E, SnapNrack Bonding Lug Assembly �• 1 �} ■�I SnapNrack Bonding ' a Lug must be torqued,to 16 ft -lbs r SNAPNRACK BONDING SNAPNRACK GROUND CHANNEL NUT RAIL��\ _ • SNAPNRACK'GROUND LUG, 6-12AWG' 5/16 IN STAINLESS SPLIT LOCK WASHER ` 5/16-18X1INJ STAINLESS BOLT COPPER WIRE, TYP. t , RERNn-i BUTTE COUNTY DEVELOPMENT SM- VICES F® BondingLu AssemblyREVIEWED g C®DE MPLIANC E TE ' �J BY #.10 STAINLESS BOLT ILSCO GBLDBT GROUNDLUG SNAPNRACK \'� @GROUND RAIL' \ #10 NUT WITH STAR WASHER - 0 DRILL iv' TO 4' HOLE\f ' {FOR #10 FASTENER) COPPER WIRE, TYP: - - 18 i�i 'i Series 200 UL Ground Mounted .System h 1 .Step -by -Step Instructions SnapNrack Bonding Lug '1) Swap in the SnapNrack 36nding Luc in to the rail channel. I 2) Attach grounding conductor into 4 'slot and tighten bolt to 7 ft -lbs. ( . I j °3) Tighten all hardware toa min of10 -t-lbs. Step -by -Step Instructions r 4I1sco Bonding Lug 1)Using a 3/8" drill bit, drill a holedn the back; ;side of the for attachment of the Ilsco.Lug ;2) Place the bolt through the hole .,and attach the lug assem 6 li . ' ,3) ,attach grounding conductor into slot and tighten bolt to 7 ft -lbs. 4) Tighten all hardware tc a min of 10 lz-lbs (Notes System has been evaluated to amax rum overcurrent device (OCC rotection level of 120 .amps. SrapNrack Bonding Lug may be us --,J in bot-om or top slot. 1 . F !- SrapNrack Bonding Lug may be ro-=fid ;90 degrees relative to slot. I Grounding with a stand Ird Ilsco GEL--IDBT Lug is a listed alternate arrd requires�d-illing of a hole in the rail. I - Hardware connection tolrail: 5•ft-lbs. `Torque for lug set screw: #1�0-#14(Coyap=r- 20in-Ib, #8-#14 Copper- 2 -Din -Ib, #4-#6 Cor -per- 35in-Ib It is convenient to install,grounding hardware as modules are in b lt'this t will vary with the type of PV module`s.1 T1 -e Wiley Electronics W,=EBIi's an i Iacceptable grounding method. If you are 'usirg universal end clamps, the rail cap be i trimmed flushed with the nodule•fra rE. Design Tools fI 1 - SnapNrack has a suite of design tools to help configure your PV installatior, tc be an accurate and fast install. Please ' visit us at: www.SnapNrac,<.com i r i�� Norman Scheel Structural Engineer 5022 Sunrise Blvd. Fair Oaks, CA 95628 (916)536-9585 (916) 536-0260 (fax) 1989-2013 24 years of excellence Norman Scheel, S.E. LEED AP BD+C LEED AP Homes Fellow —SEAOC Fellow -ASCE E-mail: norm(Rmse.com Rob Coon General Manager E-mail: robcoonAnssc.com Steve Smith P.E. Project Manager E-mail: stevesmithCa)nsmcom Steven Cooksey CAD Supervisor E-mail: steveQnsse.com Jackie Winslow Office Manager E-mail: jac1dc nsncse.com Friday, January 31, 2014 SnapNrack 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 Series 200 Ground Mount Summary Letter To Whom It May Concern, SnapNrack- PV Mounting Systems We have performed calculations for the 200 series ground mount PV system based on the information provided by SnapNrack. The report and calculations are also included with this letter. We did the calculations in accordance with the 2012 IBC, the ASCE 7-10, and the guidelines stated in the Solar America Board for Codes and Standards. We performed calculations for the following wind, seismic, and snow load combinations and building parameters: • ASCE 7-10 wind speeds from 100 to 170 mph for exposure C category • ASCE 7-10 Seismic Design Category D • ASCE 7-10 Snow Loads up to 120 psf ground snow The calculations have also been completed in accordance with the 2006 IBC, 2009 IBC, and ASCE 7-05. To use the data contained in this packet for projects that are being evaluated to the older ASCE 7-05 wind speeds, refer to Appendix A for a wind speed conversion chart. Find the ASCE 7-05 (IBC 2006/2009) wind speed in the Chart in Appendix A, identify the corresponding ASCE 7-10 (IBC 2012) wind speed value, and proceed with using the charts contained in this packet with the adjusted wind speed value. In our opinion, the mounting system, outlined in the SnapNrack Series 200 PV Mounting System Code Compliant Installation Manual, is acceptable and meets the loading requirements stated above. See the report and calculations included with this letter for more information. If there are any further questions, please contact Norm Scheel. *L -XP. 12.13u 1f /17 Norman ScheelqPE,E'-`""�"' CA�� LEED-AP BD+C, LEED-AP Homes BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED �� ® FellowSEAoc Fellow A.S.C.E. COLE COMPLIANCE DEC 2 2 201T DATE 9Lr'�' 4 Series 200 Structural Report and Calculations SnapNrack- PV MountingSystems Structural Report and Calculations Series 200 P Ground Mount For SnapNrack 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 Prepared By Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 Friday, January 31, 2014 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 2 . Series 200 SnapNrack- Structural Report and Calculations PV Mounting Systems Table of Contents Section Page Cover Letter 1 Summary Report 2 to 96 Building Department Support Calculations -Design Notes and Specifications CI Sketches and Details C2 Wind Calculations ASCE 7-10 C3 Seismic Calculations ASCE 7-10 C4 Snow Load Calculations ASCE 7-10 C5 Required Number of Rails for Four 39" X 65" PV Panels C6-7 Required Number of Rails for Four 39" X 78" PV Panels C8-9 Required Number of Rails for Three 39" X 65" PV Panels CIO -11 Required Number of Rails for Three 39" X 78" PV Panels C 12-13 Pipe Rail Specifications C14 Non Constrained Footing Calculations C15 Grade Beam Calculations C16 Brace A Calculation for Axial Forces C17-18 Brace C Calculation for Axial Forces C19-20 Brace D Calculation for Axial Forces C21-22 Brace E Calculation for Axial Forces C23-24 Brace F Calculation for Axial Forces C25-26 2D Frame Analysis for Example (90 mph Exp. C with;20 degree Tilt Angle) C27-29 Appendix A: ASCE-2010 to 2005 conversion sheet Al NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 3 Series 200 Structural Report and Calculations Introduction SnapNrack PV (mounting Systems This summary letter is referencing the Structural Calculation Packet for the SnapNrack Series 200 Mounting System. We performed the calculations in accordance with the International Building Code (IBC) and the ASCE 7-10. The racking system has been designed to withstand code -prescribed forces due to the racking system's own weight, the weight of the solar panels, the snow loads, and both the wind and seismic forces. The limits of the structural design are as listed below. Wind Speed from 100 mph to 170 mph (Page C3 of calculations) Seismic Design Category D (Page C4 of calculations) Ground Snow Loads from 0 to 120 psf (Page C5 of calculations) In our opinion, the racking system, outlined in the SnapNrack Series 200 PV Mounting System Code Compliant Installation Manual, is acceptable and meets the loading requirements stated above. It should also be noted that the provided summary charts assume the site has a slope less than 15:1 or 15%. For sites with slopes greater than 15%, the listed foundation depths will be required to be increased as per the soils engineer or, if the project does not involve a soils engineer, SnapNrack's drawing S200 -D06. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 4 i Series 200 SnapNrack Structural Report and Calculations w Mounting Systems Aluminum Ground Rail Spans The aluminum ground rails used to connect the PV panels to the racking system should be installed per.the dimensions on the following detail for all tilt angles. With these lengths being constant the horizontal span between the footings will be different for every tilt angle. See detail and chart on page C2 for dimensions. The standard installation of the aluminum • rail is two rails per row of PV panels. See chart located on page C 14 for conditions where three rails per row of PV panels are required. The rails are to be connected to horizontal pipes with SnapNrack pipe clamps on the bottom of the rail and module clamps on the top in order to secure the PV panels. RAIL CENTERED ON PIPE RAIL CENTERED ON PIPE SUPPORT STRUCTURE SUPPORT STRUCTURE 6' RAIL SPAN 8' RAIL SPAN ARRAY TILT ANGLE' ARRAY TILT ANGLE 4 MODULE PANEL, TYPICAL 3 MODULE PANEL, TYPICAL f i . t NSSE , 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 5 Series 200 Structural Report and Calculations Pine Rails, Braces, and Vertical Post SnapNrack- PV Mouniin.g' Systems The racking system is composed of either a schedule 40 or a schedule 80 pipe, both of which are 1 %Z" in diameter and have a minimum yield strength of 35 ksi. See following details for labels for individual pieces. The 50 ksi Flo -Coat Tube may be used as an alternative for the typical schedule 40 and 80 pipe as listed in these calculations. See manufacturer's specifications for this pipe. There are two different kinds on installations: standard and braced. Each option comes with a 4 module panel or a 3 module panel choice. Using 2 rails is standard at the more common lower loads, but higher wind and snow loads will require 3 rails per panel. This makes for a total of 8 possible installation configurations. Each configuration has unique load capabilities for the wind and snow loads specific to each project. Pages C6 -C13 illustrate the minimum number of rails required for every snow and wind load combination as well as for every tilt angle. Pages 7 through 14 show each of the 8 possible system configurations. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 6 i Series 200 k�' napNra' a t Structural Report and Calculations „PV M unting Systems • .. moi.:._ .. IT ry, Standard Installation Q Module Panels and 3 Rails per Panel) • ' 4 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page I0- NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 14. Series 200 Structural Report and Calculations Configuration Tables SnapNrack IPV Mounting Systems See pages 19 thru 96 for installation of racking system per wind and snow load requirements. See example below for instructions on how to read tables. All dimensions are in inches. Standard Installation Tilt Angle l Horizontal pipe spans (in) Footing depth at short pipe (in) 6.0 Footing depth at tall pipe (in) 0>9<7. 7 5 Brace A requirements Brace C requirements ' Brace D requirements ! °eQ7 37.5-8<45 Braced Installation Horizontal pipe spans (in) Footing depth at short pipe (in) _r— Footing rFooting depth at tall pipe (in) r Brace A requirements Brace E requirements Brace F requirements Number of aluminum ground rails required for either the standard or braced options per panel size. See pages C6 through C 13 for 2 or 3 rail configurations. Module Size Standard Installation 39"x 78" Max (PS) 12"Dia Pier 2 100 mph Wind load O pit Snow 40 Sch 80 Short Tall A C D 15 1S4 30 30 No Standardlnsmilation No ise age 0 30 8....a Installation No MaMerd Ralr Req*.d Per Panty nit AnpeS Max (PS) 12'0ia Pie. Every 3rd. Bay Required Braces MSK(PS) 12' Di. Pier s Required Braces Modple Sin 110 SO 40 Sch 80 Short Tall A c D Sch40 Sch80 Shon Tall A E P 39'.65' 39'.78- 8-0 135 154 30 30 No Every 3rd Bay No 180 LBO 30 30 Yes Yes Yes 2 2 010-7.5 114 130 30 30 Yes Every 3rd Be, No 160 180 30 31 Yea Yea Yea 2 2 7.518<15 107 122 30 33 Yes Every 3rd Bay No 180 . 180 30 40 Yes Yes yes 2 2 1510<22.5 101 115 30 38 Yes Every 3rd Bay Every3rd Bay 1 160 180 30 47 Yes Yes Yes 2 2 22.518<30 96 110 30 41 Yes Every 3rd Bay Every 3rd Bay 180 180 30 50 Yes Yes Yes -2 2 3010<37.5 98 112 30 51 Yes Every 3rd Bay Every 3rd Bay 1 180 180 1 30" 63 Yes Yes Yes 2 2 37.S 1B<45 101 .115 30 51 Yes Everv3rd Bay Every 3rd Bay 1 180 1 180 1 30 63 1 Yes Yes Yes 2 2 Standard Installation Tilt Angle l Horizontal pipe spans (in) Footing depth at short pipe (in) 6.0 Footing depth at tall pipe (in) 0>9<7. 7 5 Brace A requirements Brace C requirements ' Brace D requirements ! °eQ7 37.5-8<45 Braced Installation Horizontal pipe spans (in) Footing depth at short pipe (in) _r— Footing rFooting depth at tall pipe (in) r Brace A requirements Brace E requirements Brace F requirements Number of aluminum ground rails required for either the standard or braced options per panel size. See pages C6 through C 13 for 2 or 3 rail configurations. Number of Rails Required Per Panel Module Size Standard Installation 39"x 78" Max (PS) 12"Dia Pier 2 Required Braces 40 Sch 80 Short Tall A C D 15 1S4 30 30 No Every 3rd Bay No ise age 0 30 Yes Every 3rd Bay No 180 180 30 33 Yes Every 3rd. Bay No s Every 3rd Bay Every3rd Bay 110 30 41 Yes Every irrd Bay Every3rd Bay 112 .30 51 1 Yes Every 3rd Bay Every3rd Bay )1 Every 3rd Bay Number of Rails Required Per Panel Module Size Braced Installation 39"x 78" Max (PS) 12' Dia Pier 2 Required Braces Sch 40 I Sch 80 Short Tall A E F 2 O 30 Yes Yes Yes ise age 30-- 1. Yes Yes Yes 180 180 30 40 Yes Yes Yes as Yes Yes 180 180 30 50 Yes Yes Yes Yes Yes Number of Rails Required Per Panel Module Size 39" x 65" 39"x 78" 2 2 2 2 2 2 2 2 2 z 2 z 2 2 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 15 Series 200 Structural Report and Calculations Frame Section SnapNrack- PV Mounting Systems Standard Installation Rear View Bracini EPTH NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 'Page 16 �Fl BRAC C 7BRACE D PIER Di PS) MAX PIPE SPAN ( -� -MAX PIPE OVERHANG ( PS/4 ) Standard Installation Rear View Bracini EPTH NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 'Page 16 Series 200 SnapNrack'm Structural Report and Calculations PV Mounting Systems Foundation Options • Pier foundations: piers will be 12" in diameter and be at the depth required in the following charts based on wind speed, panel tilt, and snow load. The minimum depth of the footings is set to 30 inches and the concrete will be 2500 psi minimum. • Grade beam option: a grade beam may be used in place of the pier foundations See SnapNrack's drawing S200 D07 for grade beam configuration. Grade beams will be a minimum of 12" wide x 12" deep and will run a minimum of 12'-0" centered under the posts. Two #4 Bars will be used at the top and the bottom of the grade beam, one on each side for the vertical pipe. These must have a minimum of 3" clear concrete cover and shall be Grade 40 minimum. See table on page C16 for grade beam sizes. SOIL BEARING CAPACITY ALLOWABLE FOUNDATION AND LATERAL PRESSURE Referring to page C15, this report uses 1500 pcf foundation pressure into the calculations, In addition, it uses a footing diameter of 1 ft., making the foundation pressure 1500 psf. From these calculations, which are in terms of the worst -possible conditions, any of the choices for the Class of Materials listed above in the table would work for the ground - mount solar panels. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 17 Allowable, Lateral Bearing Lateral Sliding Class of Materials Foundation (psf/f below Coefficient of Resistance Pressure (psf)d natural graded friction (s b 1. Crystalline bedrock 12,000 1,200 0.70 2. Sedimentary and foliated rock 4,000 400 0.35 — 3. Sandy gravel and/or gravel (GW and GP) 3,000 200 0.35 — 4. Sand, silty sand, clayey sand, silty gravel and clayey 2,000 150 0.25 — gravel (SW, SP, SM, SC, GM and GC) 5. Clay, sandy clay, silty clay, clayey silt, silt and 1500 100 — 130 sand silt (CL, ML, MH and , CH) Referring to page C15, this report uses 1500 pcf foundation pressure into the calculations, In addition, it uses a footing diameter of 1 ft., making the foundation pressure 1500 psf. From these calculations, which are in terms of the worst -possible conditions, any of the choices for the Class of Materials listed above in the table would work for the ground - mount solar panels. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 17 Series 200 Structural Report and Calculations Site — Specific Analysis SnapNrack- PV Mounting Systems A site-specific analysis will be required if the location of the solar panel installation corresponds to any of the following criteria: • The pitch of the solar panel is greater than 45 degrees above the horizontal. • A topographic factor applies to the location. Topographic factors apply, for general purposes, when the structure is on a hill, mesa or bluff, or is adjacent to a large body of water. For complete descriptions of topographic, factors please refer to ASCE 7-10 section 26.8 • A combination of loads and/or site conditions. applies when not addressed in the attached charts. If one or more of these factors applies to the project location, please contact NSSE, and we will analyze the site conditions and recommend post spacing for each specific site. Topographic Factors and Limits It must be noted for any site location where the topographic factor is applied (e.g. hills, mesas, and seashore) the configurations listed in this packet may not be adequate for the given site. A registered structural engineer should evaluate the exact topographic conditions for this specific site prior to construction. Please note all sizes, material specifications, and weights have been provided by SnapNrack. Please see SnapNrack's plans for limits on the bolt parameters. Torque all 5/16" diameter hardware as specified in SnapNrack' plans (10-16 ft -lbs for Silver Stainless Steel and 7-9 ft -lbs for black Stainless Steel). SnapNrack has also provided estimated soil. values, referenced on page 17, used to calculate the optimized size and depths of the footings. It is the responsibility of SnapNrack's customer, otherwise known as the contractor or professional solar installer, to verify, that the site specific soil conditions match or exceed the estimated values given within this report. Installation of Series 200 is to be conducted in accordance with SnapNrack's drawings S200 DO1 thru. D09 (all drawings are REV G). Please feel free to contact me with any questions or concerns, Thank you. Sincerely, Norman Scheel PE, SE LEED-AP BD+C, LEED-AP Homes Fellow SEAOC Fellow A.S.C.E. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 18 Series 200: n Snap.Nrack RV Mounting :Systems Configuration Tables for Ground Mount System 0 psf Snow Loads (4 Module Panels) NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 �- Page 19 of 96 100 mph Wind Load 0 psf Snow Standard Installation - Braced Installation Number of Rails Required Per Panel Tilt Angle B Max (PS) 12" Dia Pier 12" Dia Pier Required Braces Max (PS) 12" Dia Pier 12" Dia Pier Required Braces Module Size Module Size Sch 40 Sch 80 Short Tall A C .. ' D Sch 40 Sch 80 Short Tall A E . F 40" x 66" 40" x 78" 0=0 119 136 30 30 No Every 3rd Bay No 180 180 30 30 Yes Yes Yes 2 2 0 >0<7.5 102 116 30 30 Yes Every 3rd Bay No 180 180 30 35 Yes Yes Yes 2 2 7.5 > B < 1S 96 109 30 34 Yes Every 3rd Bay No 180 180 30 44 Yes Yes Yes 2 2 15 > B < 22.5 91 104 30 40 Yes Every 3rd Bay Every 3rd Bay 180 180 30 52 Yes Yes Yes 2 2 22.5 > 6 < 30 87 100 1 30 1 43 Yes Every 3rd Bay Every 3rd Bay 1 180 180 30 56 Yes Yes Yes 2 2 30 > B "37.5 90 103 1 30 1 46 Yes Every 3rd Bay Every 3rd Bay 1 179 180 30 59 Yes Yes Yes 2 2 37.5>0<45 92 105 1 30 1 49 1 Yes Every 3rd Bay Every 3rd Bay 1 168 1 180 1 30 62 Yes Yes Yes 2 2 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 �- Page 19 of 96 110 mph Wind Load 0 psf Snow Standard Installation - Braced Installation Number of Rails Required Per Panel Tilt Angle B Max (PS) 12" Dia Pier 12" Dia Pier Required Braces Max (PS) 12" Dia Pier 12" Dia Pier Required Braces Required Braces Module Size Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A E F 40" x 66" 40" x 78" 0=0 115 132 30 30 No Every 3rd Bay No 180 180 30 30 Yes Yes:. Yes 2 -.. 2 0 >8<7.5 98 112 30 30 Yes Every 3rd Bay No 180 180 30 38 Yes Yes Yes 2 2 7.5 > B < 1S 92 105 30 37 Yes Every 3rd Bay No 180 180 30 48 Yes Yes Yes - 2 2 15 > 6 < 22.5 87 100 30 43 Yes Every 3rd Bay Every 3rd Bay 180 180 30 57 Yes Yes Yes 2 2 22.5 > 8 < 30 84 96 1 30 1415 1 30 1 Yes Every 3rd Bay Every 3rd Bay 1 174 1 180 1 30 1 61 Yes Yes Yes 2 2 30 > 0 < 37.5 87 99 1 30 1 49 Yes Every 3rd Bay Every 3rd Bay 163 1 180 1 30 63 Yes Yes Yes 2 2 37.5>6<45 66 101 30 52 Yes Every 3rd Bay Every 3rd Bay 153 175 30 66 Yes Yes _ Yes 2 2 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 �- Page 19 of 96 120 mph Wind Load 0 psf Snow Standard Installation - Braced Installation Number of Rails Required Per Panel Tilt Angle 0 Max (PS) 12" Dia Pier Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A E F 40" x 66". 40" x 78" 0=0 112 128 30 30 No Every 3rd Bay No 180 180 30 30 Yes Yes Yes 2 2 0 >0<7.5 95 '108 30 31 Yes - Every 3rd Bay No 180 180 30 41 Yes Yes Yes 2 2 7.5 > 0 < 15 89 101 30 39 Yes Every 3rd Bay No 180 180 30 52 Yes Yes Yes 2 2 15 > 8 < 22.5 84 96 30 45 Yes Every 3rd Bay Every 3rd Bay 180 180 30 62 Yes Yes Yes 2 2 22.5 > 0 < 30 81 92 1 30 1 49 1 Yes I Every 3rd Bay Every 3rd Bay 159 180 30 64 Yes Yes Yes 2 2 30 > B < 37.5 83 95 1 30 1 •52 1 Yes Every 3rd Bay Every 3rd Bay 149 170 30 66 Yes Yes Yes 2 2 37.5>8<45 •85 97 1, 30 1 55 1 Yes Every 3rd Bay Every 3rd Bay - 140 160 30 .69 Yes Yes Yes 2 2 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 �- Page 19 of 96 Series 200 Snap,Nrack- PV Mounting Systems Configuration Tables for Ground Mount System 0 psf Snow Loads (4 Module Panels) NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 20 of 96 130 mph Wind Load 0 psf Snow Standard Installation Braced Installation Number of Rails Required Per Panel Tilt Angle B Max (PS) 12" Dia Pier Required Braces Required Braces Max (PS) 12" Dia Pier Required Braces Required Braces Module Size Sch 40 Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A E F 40" x 66" 40" x 78" 6=0 108 124 30 30 No Every 3rd Bay No 180 180 30 30 Yes Yes Yes 2 2 0 >8<7.5 91 104 30 33 Yes Every 3rd Bay No 180 180 30 44 Yes Yes Yes 2 2 7.5 > 0 < 15 86 98 30 41 Yes Every 3rd Bay No 180 180 30 56 Yes Yes Yes 2 2 15 > 0 < 22.5 81 93 30 48 Yes Every 3rd Bay Every 3rd Bay 178 180 30 65 Yes Yes Yes 2 2 22.5 > 0 < 30 77 88 30 52 Yes Every 3rd Bay Every 3rd Bay 1 147 1 168 30 67 Yes Yes Yes 2 2 30 > B < 37.5 1 80 91 30 55 Yes Every 3rd Bay Every 3rd Bay 1 138 1 157 30 68 Yes Yes Yes 2 2 37.5 > 6 < 45 1 82 93 30 58 1 Yes Every 3rd Bay Every 3rd Bay 1 129 1 148- 30 68 Yes Yes Yes 2 2 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 20 of 96 140 mph Wind Load 0 psf Snow Standard Installation Braced Installation Number of Rails Required Per Panel Tilt -Angle 0 Max (PS) 12" Dia Pier 12" Dia Pier Required Braces Max (PS) 12" Dia Pier 12" Dia Pier Required Braces Module Size Module Size Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A E F 40" x 66" 40" x 78" 0=0 105 120 30 30 No Every 3rd Bay No -180 180 32 32 . Yes Yes Yes 2 2 0 >0<7.5 88 101 30 35 Yes Every 3rd Bay No 180 180 32 47 Yes Yes Yes 2 2 7.5 > 0 < 15 83 94 30 44 Yes Every 3rd Bay No 180 180 32 61 Yes Yes Yes 2 2 15 > 0 < 22.5 78 89 30 51 Yes Every 3rd Bay Every 3rd Bay 166 180 1 32 67 Yes Yes Yes 2 . 2 22.5 > B < 30 75 85 30 55 1 Yes Every 3rd Bay Every 3rd Bay 1 137 1 156 1 32 1 69 Yes Yes Yes 2 3 30 > B < 37.5 77 1 88 30 59 Yes Every 3rd Bay -Every 3rd Bay 1 128 1 146 1 32 1 71 Yes Yes Yes 2 3 37.5 > B < 45 79 1 90 1 30 62 Yes Every 3rd Bay Every 3rd Bay 1 120 1 137 1,. 32 1 74 Yes Yes Yes 2 3 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 20 of 96 150 mph Wind Load 0 psf Snow Standard Installation Braced Installation Number of Rails Required Per Panel Tilt Angle B Max (PS) 12" Dia Pier Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Sch 40 Sch 80E30 Tall A C D Sch 40 Sch 80 Short Tall A E F 40" x 66" 40" x 78" 0=0 102 117 30 No Every 3rd Bay No 180 180 35 35 Yes Yes Yes 2 2 0 >9<7.5 85 97 37 Yes Every 3rd Bay No 180 180 35 51 Yes Yes Yes 2 2 • 7.5 > 0 < 15 80 91. 46 Yes Every 3rd Bay No 180 180 35 65 Yes Yes Yes 2 2 15 > 0 < 22.5 76 86 54 Yes Every 3rd Bay Every 3rd Bay 155 176 35 70 Yes Yes Yes 2 3 22.5 > B < 30 72 82 1 30 58 1 Yes Every 3rd Bay Every 3rd Bay 128 146 35 72 Yes Yes Yes 2 3 30 > B < 37.5 74 85 1 30 59 1 Yes Every 3rd Bay Every 3rd Bay 119 136 35 72 Yes Yes Yes 3 3 76 86 1 30 62 1 Yes Every 3rd Bay Every 3rd Bay 118 135 35 75 Yes Yes Yes 3 3 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 20 of 96 Series 200 y - .ShaN TM P rack Ply/ Mounting SystCx ns Configuration Tables for Ground Mount System 0 psf Snow Loads (4 Module Panels) _ r 160 mph Wind Load 0 psf Snow _ Standard Installation Braced Installation Number of Rails Required Per Panel Tilt Angle B, Max (PS) 12" Dia Pier • Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Module Size Sch 4o Sch 80 Short Tall A C + D Sch 40 Sch 80 Short Tall A E E 40" x 66" 40" x 78" e=0 99 113 30 30 No Every 3rd Bay No 180 180 37 37 Yes Yes Yes 2 2 0 >6<7.5 83 94 30 -39 Yes Every 3rd Bay No 180 180 37 55 Yes Yes Yes 2 2 7.5 > 8 < 15 77 88 30 48 Yes Every 3rd Bay No 180 180 37 68 Yes Yes Yes 2 3 15 > 0 < 22.5 73 83 30 56 Yes Every 3rd Bay Every 3rd Bay 145 165 37 73. Yes Yes Yes 3 3 22.5 > 8 <'30 70 1 79 30 61 Yes Every 3rd Bay Every 3rd Bay 120 1 136 37 1 74 Yes Yes Yes 3 3 30>8<37.S 72 1 82 30 65 Yes Every 3rd Bay Every 3rd Bay 112 128 3776 79 Yes Yes Yes 3 3 37.5>0<45 73 1 83 1 30 68 1 Yes Every 3rd Bay Every 3rd Bay 105 120 37 f 79 Yes Yes . Yes 3 3 r 170 mph Wind Load 0 psf Snow _ StandardInstallation Braced Installation Number of Rails Required Per Panel Tilt Angle B - Max (PS) 12" Dia Pier Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Sch 40 FSch 80 Short Tall A C - D Sch 40 Sch 80 Short Tall A E E 40" x 66" 40" x 78" .()=O 96 110 30 30 No Every 3rd Bay No 180 180 40 40 Yes w Yes Yes _ 2 2 0'> B < 7.5 80 91 30 41 Yes Every 3rd Bay No 180 180 40 59, Yes Yes Yes 2 2 7.5 > 0 < 15 75 86 30 51 Yes Every 3rd Bay No 178 - 180 - 40 70 Yes Yes Yes 3 3 15 > 8 < 22.5 71 81 30 59 Yes Every 3rd Bay Every 3rd Bay 136 156 40 75 Yes Yes Yes 3. 3 22.5>0<30 67 77 1 30 64 Yes ^ Every 3rd Bay Every 3rd Bay 113 128 40 77 Yes Yes Yes 3 NG 30>6<37.S 70 -79' 30 69 Yes Every 3rd Bay Every 3rd Bay 105 120 40 79 Yes Yes Yes 3 NG 37.5 > 8 < 45 71 81 30 72 Yes Every 3rd Bay Every 3rd Bay 99 113 40 82 Yes Yes Yes 3 NG r Series 200 SnapNrackss PV Mounting Systems Configuration Tables for Ground Mount System 1 to 10 psf Snow Loads (4 Module Panels) NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 22 of 96 100 mph Wind Load 1-10 psf Snow Standard Installation Braced Installation Number of Rails Required Per Panel Tilt Angle B Max (PS) 12" Dia Pier Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Sch 40 Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A E F 40" x 66" 40" x 78" 0=0 106 121 30 30 No Every 3rd Bay No 180 180 30 30 Yes Yes Yes 2 2 0 >8<7.5 95 108 30 30 Yes Every 3rd Bay No 180 180 30 35 Yes Yes Yes 2 2 7.5 > B < 15 91 104 30 34 Yes Every 3rd Bay No 180 180 30 44 Yes Yes Yes 2 2 15> B < 22.5 88 101 30 40 Yes Every 3rd Bay Every 3rd Bay 180 180 1 30 1 52 1 Yes Yes Yes 2 2 22.5 > 8 < 30 87 99 30 43 Yes Every 3rd Bay Every 3rd Bay 180 180 30 S6 Yes Yes Yes 2 2 30 > B < 37.5 90 103 30 46 Yes Every 3rd Bay Every 3rd Bay 179 180 El80 30 59 Yes Yes Yes 2 2 37.5 > 8 < 45 92 105 30 49 Yes Every 3rd Bay Every 3rd Bay 168 30 62 1 Yes Yes Yes 2 2 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 22 of 96 110 mph Wind Load 1-10 psf Snow Standard Installation Braced Installation Number of Rails Required Per Panel Tilt Angle B Max (PS) 12" Dia Pier Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A E F Q., x 66" 40" x 78" ' 6=0 104 119 30 30 No Every 3rd Bay No 180 180 30 30 Yes Yes Yes 2 2 0 >0<7.5 92 105 30 30 Yes Every 3rd Bay - No 180 180 30 38 Yes Yes Yes 2 2 7.5 > B -115 88 101 30 36 Yes Every 3rd Bay No 180 '180 30 48 Yes Yes Yes 2 2 15 > B < 22.5 85 97 30 43 Yes Every 3rd Bay Every 3rd Bay 180 180 30 57 Yes Yes Yes 2 2 22.5 > 8 < 30 83 95 30 46 Yes Every 3rd Bay Every 3rd Bay 174 180 30 61 Yes Yes Yes 2 2 30 > B < 37.5 87 99 30 49 Yes Every 3rd Bay Every 3rd Bay 163 180 30 63 Yes Yes Yes 2 2 375>e<45 88 101 30 52 Yes Every 3rd Bay Every 3rd Bay 153 175 30 66 Yes Yes Yes 2 2 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 22 of 96 120 mph Wind Load 1.10 psi Snow Standard Installation Braced Installation Number of Rails Required Per Panel Tilt Angle B Max (PS) 12" Dia Pier Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A E F 40" x 66" 40" x 78" 8 = 0 102 117 30 30 No Every 3rd Bay No 180 180 30 30 Yes Yes Yes 2 2 0 >0<7.5 89 102 30 30 Yes Every 3rd Bay No 180 180 30 41 Yes Yes Yes 2 2 7.5 > B < 15 85 97 30 36 Yes Every 3rd Bay No 180 180 30 52 Yes Yes Yes 2 2 15 > 8 < 22.5 82 94 30 43 Yes Every 3rd Bay Every 3rd Bay 180 180 30 62 Yes Yes Yes 2 2 22.5 > B < 30 80 92 30 47 Yes Every 3rd Bay Every 3rd Bay 1 159 180 30 64 Yes Yes Yes 2 2 30 > B < 37.5 83 95 30 51 1 Yes Every 3rd Bay Every 3rd Bay 1 149 170 30 66 Yes Yes Yes 2 2 37.5>6<45 1 85 97 . 30 54 1 Yes Every 3rd Bay Every 3rd Bay 1 140 160 30 69 Yes Yes Yes 2 2 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 22 of 96 Series 200 .. TM Snap]Nrack PV Moung Systems Configuration Tables for Ground Mount System 1 to 10 psf Snow Loads (4 Module Panels) NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 ' 1 Page 23 of 96 130 mph Wind Load 1-10 psf Snow Standard Installation Braced Installation Number of nails Required Per Panel Tilt Angle 0 " Max (PS) 12" Dia Pier 12" Dia Pier Required Braces Max (PS) 12" Dia Pier 12" Dia Pier Required Braces Module Size Module Size Sch 40 1 Sch 80 Short Tall A C D Sch 40 Sch 80 Short - Tall A E F 40" x 66" 40" x 78" 9=0 100 114 30 30 No Every 3rd Bay No 180 180 30 30 Yes Yes Yes 2 2 0 >0<7.5 86 75 30 30 Yes Every 3rd Bay No 180 180 30 41 Yes Yes Yes 2 2 7.5 > 0 < 15 83 76 30 36 Yes Every 3rd Bay No 180 180 30 52 Yes Yes Yes 2 2 15 > 0 < 22.5 79 79 30 43 Yes Every 3rd Bay Every 3rd Bay 178 180 30 62 Yes Yes Yes 2 2 22.5 > B < 30 77 81 30 47 Yes Every 3rd Bay Every 3rd Bay 147 1 168 30 64 Yes Yes Yes 2 2 30 > 8 < 37.5 80 87 30 51 Yes Every 3rd Bay Every 3rd Bay 138 1 157 30 66 Yes Yes Yes 2 2 37.5>0< 45 82 93 30 54 Yes Every 3rd Bay Every 3rd Bay 129 148 30 69 Yes Yes Yes 2 2 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 ' 1 Page 23 of 96 140 mph Wind Load 1-10 psf Snow Standard Installation Braced Installation Number of Rails Required Per Panel Tilt Angle 0 Max (PS)' 12" Dia Pier Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Module Size Sch 40 Sch 40 Fich 80 Short Tall A C D Sch 40 Sch 80 Short Tall I A E F 40" x 66" 40" x 78" 0=0 98 111 30 30 No Every 3rd Bay No 180 180 30 30 Yes Yes Yes 2 2 0 >8< 7.5 84 96 30 30 Yes Every 3rd Bay No 180 180 30 44 Yes Yes Yes 2 2 7.5 > 0 < 15 80 91 30 38 Yes Every 3rd Bay No 180 180 30 56 Yes Yes Yes 2 2 15 > 0 < 22.5 77 88 30 46 " . Yes Every 3rd Bay Every 3rd Bay 166 180 30 65 Yes Yes Yes 2 2 22.5 > 0 < 30 75 85 30 51 Yes Every 3rd Bay Every 3rd Bay 137 156 30 67 Yes Yes Yes 2 3 30>8<37.5 77 _ 88 30 55 Yes Every 3rd Bay Every 3rd Bay 128 146 30 68 Yes , Yes Yes 2 3 37.5>0<45 79 90 30 58 Yes Every 3rd Bay Every 3rd Bay 120 137 30 68 Yes Yes Yes 2 3 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 ' 1 Page 23 of 96 150 mph Wind Load 1-10 psf Snow Standard Installation Braced Installation Number of Rails Required Per Panel Tilt Angle 6 •" Max (PS) 12" Dia Pier Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A E F 40" x 66" 40" x 78" 8=0 95 108 30 30 No Every 3rd Bay No 180 180 32 32 Yes Yes Yes 2 - 2 0 >0<7.5 81 93 30 35 Yes Every 3rd Bay No 180 180 32 47 Yes Yes Yes 2 2 7.5 > 0 < 15 77 88 30 43 Yes Every 3rd Bay No 180 180 32 61 Yes Yes Yes 2 2 15 > 0 < 22.5 74 85 30 51 Yes Every 3rd Bay Every 3rd Bay 155 176 32 67 Yes Yes Yes 2 3 22.5 > B < 30 72 82 30 55 Yes Every 3rd Bay Every 3rd Bay 128 146 32 69 Yes Yes Yes 2 3 30 > B < 37.5 74 85 30 59 Yes Every 3rd Bay Every 3rd Bay 119 136 1 32 71 Yes Yes Yes a 3 3 37.5 > 0 < 45 76 86 30 62 Yes Every 3rd Bay Every 3rd Bay 118 135 1 32 74 Yes Yes Yes 3 3 - NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 ' 1 Page 23 of 96 Series 200 Ttl SnapNrack PV Mounting Systems Configuration Tables for Ground Mount System 1 to 10 psf Snow Loads (4 Module Panels) NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 24 of 96 160 mph Wind Load 1-10 psf Snow Standard Installation Braced Installation Number of Rails Required Per Panel Tilt Angle B Max (PS) 12" Dia Pier Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Module Size Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A E F 40" x 66" 40" x 78" 8=0 93 106 30 30 No Every 3rd Bay No 180 180 37 37 Yes Yes Yes 2 2 0 >0<705 79 90 30 38 Yes Every 3rd Bay No 180 180 37 55 Yes Yes Yes 2 2 7.5 > B < 15 75 86 30 48 Yes Every 3rd Bay No 180 180 37 68 Yes Yes Yes 2 3 15 > B < 22.5 72 82 30 57 Yes Every 3rd Bay Every 3rd Bay 145 165 37 73 Yes Yes Yes 3 3 22.5 > B < 30 70 79 30 61 Yes Every 3rd Bay Every 3rd Bay 120 1 136 37 74 Yes Yes Yes 3 3 30 > 8:<:3:7 .5 72 82 30 65 Yes Every 3rd Bay Every 3rd Bay 112 128 37 76 Yes Yes Yes 3 3 37.5>0<45 1 73 83 1 30 68 1 Yes Every 3rd Bay Every 3rd Bay 105 120 37 79 Yes Yes Yes 3 3 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 24 of 96 170 mph Wind Load 1-10 psf Snow Standard Installation Braced Installation Number of Rails Required Per Panel Tilt Angle B Max (PS) 12" Dia Pier Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A E F 40" x 66" 40" x 78" 0=0 90 103 30 30 No Every 3rd Bay No 180 180 40 40 Yes Yes Yes 2 2 0 >8<7.5 77 88 30 40 Yes Every 3rd Bay No 180 180 ' 40 59 Yes Yes Yes 2 2 7.5 > B < 15 73 83 30 51 Yes Every 3rd Bay No 178 180 40 70 Yes Yes Yes 3 3 15 > B < 22.5 70 80 30 59 Yes Every 3rd Bay Every 3rd Bay 136 156 40 a 75 Yes Yes Yes 3 3 22.5 > B < 30 67 77 30 64 Yes Every 3rd Bay Every 3rd Bay 113 128 40 77 Yes Yes Yes 3 NG 30 > B < 37.5 ` 70 79 30 69 Yes Every 3rd Bay Every 3rd Bay 105 120 40 79 Yes Yes Yes 3 NG 71 81 30 72 Yes Every 3rd Bay Every 3rd Bay 99 113 40 82 Yes Yes Yes 3 NG NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 24 of 96 Series 200 SnapNrack PV Mounting Systems Configuration Tables for Ground Mount System 11 to 20 psf Snow Loads (4 Module Panels) 100 mph Wind Load 11-20 psf Snow Standard Installation , Braced Installation Number of Rails Required Per Panel Tilt Angle B Max (PS) 12" Dia Pier 12" Dia Pier Required Braces Max (PS) 12" Dia Pier 12" Dia Pier Required Braces Module Size Module Size Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A E F 40" x 66" 40" x 78" 8=0 88 101• 30 30 No Every 3rd Bay No 180 180 30 30 Yes Yes Yes 2 2 0 >9<7.5 83 95 30 30 Yes Every 3rd Bay No 180 180 30 35 Yes Yes Yes 2 2 7.5 > 8 < 15 83 95 30 33 Yes Every 3rd Bay No 180 180 30 44 Yes Yes Yes 2 2 15 > 0 < 22.5 85 97 30 39 Yes Every 3rd Bay Every 3rd Bay 180 180 30 S2 Yes Yes Yes 2 2 22.5 > B < 30 84 96 •30 43 Yes Every 3rd Bay Every 3rd Bay 1 180 1 180 1 30 1 56 Yes Yes Yes 2 2 30 > B < 37.S 89 101 30 46 Yes Every 3rd Bay Every 3rd Bay 179 180 30 59 Yes Yes Yes 2 2 B < 45 ' 92 105 30 49 1 Yes Every 3rd Bay Every 3rd Bay 168 180 30 62 Yes Yes Yes 2 2 110 mph Wind Load 11-20 psf Snow Standard Installation Braced Installation • Number of Rails Required Per Panel Tilt Angle B Max (PS) 12" Dia Pier Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Module Size Sch 40 Sch40j Sch 80 Short Tall A C _• • D Sch 40 Sch 80 Short Tall A E F Q., x 66" Q.. x 78" 6-= 0 87 100 30 30 No Every 3rd Bay No 180 180 30 30 . Yes Yes Yes 2 2 . 0 >0<7.5 81 93 30 30 Yes Every 3rd Bay No 180 180 30 38 Yes Yes Yes 2 2 7.5 > B < 15 82 93 30 36 Yes Every 3rd Bay No 180 180 30 48 Yes Yes Yes 2 2 15 > B < 22.5 82 94 30 42 Yes Every 3rd Bay Every 3rd Bay 180 180 30 57 Yes. Yes Yes 2 2 22.5 > 0 < 30 81 92 1 30 46 Yes Every 3rd Bay Every 3rd Bay 174 180 30 61 Yes Yes Yes 2 2 30>8<37.5 86 98 30 49 Yes Every 3rd Bay Every 3rd Bay 163 180 30 63 Yes Yes Yes 2 2 37.5 > B < 45 88 101 30 52 Yes Every 3rd Bay Every 3rd Bay 153 1 175 30 1 66 Yes Yes Yes . 2 2 —120 mph Wind Load 11-20 psi Snow Standard Installation Braced Installation Number of Rails Required Per Panel Tilt Angle B Max (PS) 12" Dia Pier Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Sch 40 Sch 80 Short Tall A C - D Sch 40 Sch 80 Short Tall A E F 40" x 66" 40" x 78" 6=0 86 98 30 30 No Every 3rd Bay No 180 180 30 30 Yes Yes Yes 2 2 0 >8<7.5 80 ' 91 30 30 Yes Every 3rd Bay No 180 180 30 41 Yes Yes Yes 2 2 7.5>8<15 80 91 30 38 Yes Every 3rd Bay No 180 180 30 52 Yes Yes Yes 2 2 15 > 0 < 22.5 79 91 30 45 Yes Every 3rd Bay Every 3rd Bay 180 180 30 62 Yes Yes Yes 2 2 22.5 > 0 < 30 78 89 ' 30 49 Yes. Every 3rd Bay Every 3rd Bay 159 180 30 64 Yes - Yes Yes 2 2 30 > B < 37.5 83 94 30 52 Yes Every 3rd Bay Every 3rd Bay 149 170 30 66 Yes Yes Yes 2 2 37.5>0<45 85 97 30 55 Yes Every 3rd Bay Every 3rd Bay 140 160 30. 69 Yes Yes v Yes 2 2 Series 200 SnapNrack- PV Mounting Systems Configuration Tables for Ground Mount System 11 to 20 psf Snow Loads (4 Module Panels) NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 26 of 96 130 mph Wind Load 11-20 psf Snow Standard Installation Braced Installation Number of Rails Required Per Panel Tilt Angle B Max (PS) 12" Dia Pier 12" Dia Pier Required Braces Max (PS) 12" Dia Pier 12" Dia Pier Required Braces Required Braces Module Size Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A E F 40" x 66" 40" x 78" 8=0 85' 97 30 30 ' No Every'3rd Bay No 180 180 30 30 Yes Yes Yes 2 2 0 > B < 7.S 79 90 30 32 Yes Every 3rd Bay No 180 180 30 44 Yes Yes Yes 2 2 7.5 > 8 < 15 79 90 30 40 Yes Every 3rd Bay No 180 180 30 56 Yes Yes Yes 2 2 15 > B < 22.5 77 88 30 48 Yes Every 3rd Bay Every 3rd Bay 178 180 30 65 Yes Yes , Yes 2 2 22.5 > 6 < 30 76 86 30 52 Yes Every 3rd Bay I Every 3rd Bay 1 147 1 168 30 67 Yes Yes Yes 2 2 30 > B < 37.5 1 80 91 30 55 Yes Every 3rd Bay Every 3rd Bay 1 138 1 157 30 68 Yes Yes Yes 2 2 F7; B <45 1 82 93 30 58 Yes I Every 3rd Bay Every 3rd Bay 1 129 1 148 30 68 Yes Yes Yes 2 2 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 26 of 96 140 mph Wind Load 11-20 psf Snow Standard Installation Braced Installation Number of Rails Required Per Panel Tilt Angle B Max (PS) 12" Dia Pier 12" Dia Pier Required Braces Max (PS) 12" Dia Pier 12" Dia Pier Required Braces Required Braces Module Size Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A I E F 40" x 66" 40" x 78" 8=0 84 95 30 30 No Every 3rd Bay No 180 180 32 32 Yes Yes Yes 2 2 0 >0<7.5 77 88 30 34 Yes Every 3rd Bay No 180 180 32 47 Yes Yes Yes 2 2 7.5 > 8 < 15 76 87 30 43 Yes Every 3rd Bay No 180 180 32 61 Yes Yes Yes 2 2 15 > 8 < 22.5 75 85 30 50 Yes Every 3rd Bay Every 3rd Bay 166 180 32 67 1 Yes Yes Yes 2 2 22.5 > B < 30 73 83 30 55 Yes Every 3rd Bay Every 3rd Bay 137 156 32 69 Yes Yes Yes 2 3 30 > B < 37.5 1 77 88 30 59 Yes Every 3rd Bay Every 3rd Bay 128 146 32 71 Yes Yes Yes 2 3 37.5>6<45 1 79 90 1 30 62 Yes Every 3rd Bay Every 3rd Bay 120 137 32 1 74 Yes Yes Yes 2 3 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 26 of 96 150 mph Wind Load 11-20 psf Snow Standard Installation Braced Installation Number of Rails Required Per Panel Tilt Angle B Max (PS) 12" Dia Pier Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A E F 40" x 66" 40" x 78" 8 = 0 82 94 30 30 No Every 3rd Bay No 180 180 35 35 Yes Yes Yes 2 2 0 >0<7.5 76 86 30 36 Yes Every 3rd Bay No 180 180 35 51 Yes Yes Yes 2 2 7.5 > 8 < 15 74 85 30 45 Yes Every 3rd Bay No 180 180 35 65 Yes Yes Yes 2 2 15 > 6 < 22.5 72 82 30 53 Yes Every 3rd Bay Every 3rd Bay 155 176 35 70 Yes Yes Yes 2 3 22.5 > B < 30 71 81 30 58 Yes Every 3rd Bay Every 3rd Bay 128 146 35 72 Yes Yes Yes 2 3 30 > 8 < 37.5 74 85 30 59 Yes Every 3rd Bay Every 3rd Bay 119 136 35 72 Yes Yes Yes 3 3 76 86 1 30 62 Yes Every 3rd Bay Every 3rd Bay 118 1 135 35 75 Yes Yes Yes 3 3 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628 (916) 536-9585 Page 26 of 96 Series 200 �TU Snc� N ra PV Mounting Systems Configuration Tables for Ground Mount System 11 to 20 psf Snow Loads (4 Module Panels) 160 mph Wind Load 11-20 psf Snow Standard installation Braced Installation Number of Galls Required Per rand Tilt Angle B Max (PS) 12" Dia Pier Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Module Size Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A E F 40" x 66" 40" x 78" 0=0 81 93 30 30 No Every 3rd Bay No180 180 37 37 Yes Yes Yes 2 2 0 > 6 < 7.5 74 85 30 38 Yes Every 3rd Bay No 180 180 37 55 Yes Yes Yes 2 2 7.5 > 0 < 15 72 83 30 48 Yes Every 3rd Bay No 180 180 37 68 Yes Yes Yes 2 3 15 > B < 22.5 70 80 30 56 Yes Every 3rd Bay Every 3rd Bay 145 165 37 73 Yes Yes Yes 3 3 22.5 > B < 30 69 78 30 61 Yes Every 3rd Bay Every 3rd Bay 120 136 37 1 74 Yes Yes Yes 3 3 30>0<37.5 72 1 82 30 65 Yes Every 3rd Bay Every 3rd Bay 112 128 37 76 Yes Yes Yes 3 1 3 37.S>0<45 73 1 83 30 68 Yes Every 3rd Say Every 3rd Bay 105 120 37 79 Yes Yes Yes 3 1 3 170 mph Wind Load 11-20 psf Snow Standard Installation Braced Installation Number of Rails Required Per rand Tilt Angle 0 Max (PS) 12" Dia Pier Required Braces Max (PS) 12" Dia Pier Required Braces Module Size Sch 40 Sch 80 Short Tall A C D Sch 40 Sch 80 Short Tall A E F 40" x 66" Q., x 78"- 8"B=0 0=0 80 91 30 30 No Every 3rd Bay No 180 180 40 40 Yes Yes Yes 2 2 0 >0<7.5 72 83 30 40 Yes Every 3rd Bay No 180 180 40 59 Yes Yes Yes 2 2 7.5 > 0 < 15 71 80 30 50 Yes Every 3rd Bay No 178 180 40 70 Yes Yes Yes 3 3 15 > 0 < 22.5 68 78 30 59 1 Yes Every 3rd Bay Every 3rd Bay 136 156 40 1 75 1 Yes Yes Yes 3 3 22.5 > 0 < 30 66 1 76 1 30 1 64 Yes Every 3rd Bay Every 3rd Bay 113 128 40 77 Yes Yes Yes 3 NG 30 > 0 < 37.5 70 1 79 1 30 69 Yes Every 3rd Bay Every 3rd Bay 105 120 40 79 Yes Yes Yes 3 NG 37.5 > 0 < 45 71 1 81 1 30 72 Yes Every 3rd Bay Every 3rd Bay 99 113 40 82 Yes Yes Yes 3- NG TABLE OF CONTENTS SCOPE OF WORK GENERAL NOTES LEGEND AND ABBREVIATIONS ' PAGE # DESCRIPTION • SYSTEM SIZE: 1040OW DC, 830OW AC • ALL WORK SHALL COMPLY WITH 2015 CEC, 2013 CBC, MUNICIPALCODE, AND SE SERVICE ENTRANCE SOLAR MODULES PV-1.0 COVER SHEET • MODULES: 40 HANWHA Q-CELLS: Q.PRO BFR-G4 260 ALL ® RAIL PV-2.0 SITE PLAN ' • INVERTER(S):) MANUFACTURERS' LISTINGS AND INSTALLATION INSTRUCTIONS. ° • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2015 CEC. MP MAIN PANEL PV-3.0 LAYOUT (1) ABB: PVI-3.0-OUTD-S-US-A (240 V) i . � r (1) ABB: PVI-5000-OUTD-US-A (240 V) • ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2015 CEC. , PV�.O ELECTRICAL • RACKING: • PHOTOVOLTAIC SYSTEM IS UNGROUNDED. NO CONDUCTORS ARE SOLIDLY , PV-5.0 SIGNAGE 1. SNAPNRACK SERIES 200; GROUND MOUNT; BRACED GROUNDED IN THE INVERTER. SYSTEM COMPLIES WITH 690.35. SP SUB-PANEL STANDOFFS & OPTION; CONCRETE PIERS • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703 . FOOTINGS 2. SEE S200 INSTALL MANUAL & S260DETAILS • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741.E ' 3. USE SCHEDULE 40 PIPE • RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. f LC PV LOAD CENTER CHIMNEY 4. 15' MAX HORIZONTAL PIPE SPAN • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(E) AND 2012 5. 14'-6" DESIGNED HORIZONTAL PIPE SPAN IFC 605.11.2. ' 6. PIER DEPTHS: (2'-6') FRONT, (4'-9') BACK • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. SM SUNRUN METER Q 'ATTIC VENT - 7. REQUIRED BRACES: A, E, F • 9.15 AMPS MODULE SHORT CIRCUIT CURRENT. • • TRENCHING REQUIRED: AC WIRE TO BE TRENCHED 125 FT • 14.29 AMPS DERATED SHORT CIRCUIT CURRENT (690.8 (a) & 690.8 (b)). - Q' FLUSH ATTIC VENT PM DEDICATED PV METER IN PVC MATERIAL. D o PVC PIPE VENT r INVERTER(S) WITH ® 'METAL PIPE VENT ,r` INV INTEGRATED DC - r DISCONNECT AND AFCI r "* - f ® T-VENT - • r • , AC AC DISCONNECT(S) f O SATELLITE DISHDC ; QQ))PDC DISCONNECT(S) FIRE SETBACKS rEHivii� # F I�'16'T ©LTL �. Y BUTTE (',OUNTY DEVELOPMENT SERVICES` . s [EB COMBINER BOX HARDSCAPE RV,E1�'E� FOR • y C®�� `.°iMPLIpaIVCE F_ _ INTERIOR EQUIPMENT —PL—,, PROPERTY LINE DATE 2 L BY L J SHOWN AS DASHED .' SCALE: NTS run r 1 A sun ly, AMPERE ' d ' f,,1S(l/►/�t AC _ ALTERNATING CURRENT t 1. AFCI ARC FAULT CIRCUIT INTERRUPTER `- GILBERT CORREw. CIO, C46 t "'• AZIM AZIMUTH CA CL #750184 VICINITY MAP COMP' COMPOSITION zz, STRIKER AVENUE. SUITE 260.SACRAMENTO, CA DC DIRECT CURRENT 9 O i� M,� (E) - EXISTING A PHONE285.9 54 . r FAX 978285.9154 ,1 z EXT EXTERIOR CUSTOMER RESIDENCE:– f Y INT INTERNG IOR ANN HALE • t,' r - ;- _ LBW' : , LOAD BEARING WALL 4066 HIDDEN VALLEY RD, 'OROVILLE, CA 95965 ° € MAG` MAGNETIC 5. 1,-~ MSP MAIN SERVICE PANEL TEL. (510 919-1846 APN 0:041-420 o00 . • t (N) NEW (3 NTS NOT TO SCALE PROJECT NUMBER: BUTTE '' ", 105R-066HALE . ° OC ON CENTER PRE-FAB PRE-FABRICATED COUNTY } `' ' f , - DESIGNER' ; f� fit .V �� _ �'r - yy PSF POUNDS PER SQUARE`FOOT PV PHOTOVOLTAIC JAN 2 9"12016. :`� CARLO JUNTO eo5.5w.7s57 TL TRANSFORMERLESS DRAFTER: { f'� i . ' 4 TYP' TYPICAL DEVELOPMENT y V VOLTS SERVICES } DI i W WATTS ` " 1� 'SHEET - COVER SHEET REV :NAME DATE COMMENTS x * "t' A, REV ^C 1/26/2016 PAGE ,f ` .... -- r- r t > LTC r., 1• � � ° t, PITCH TRUE MAG PV AREA (117TEPLAN DETAIL- SCALE = 1"=40' � 1 AZIM AZIM (SQFT) 10' UTILITY EASEMENT I 1 t AR -01 20° 180° 1660 719.1 (E) SEPTIC TANK W UNo. S1672 m cc exp. 06/17 z SrRUCTv�P� e�`P �TFOFC0 01/27/2016 Digitally Signed by James A. Adams, S.E. Structural Review & Approval Only sunrun \ GILBERT CORREIA, C1.0, C46 CA CL #750184 1227 STRIKER AVENUE, SURE 260. SACRAMENTO, CA 95834 PHONE 918.949.7885 FAX 918285.9154 CUSTOMER RESIDENCE: ANN HALE 4066 HIDDEN VALLEY RD, OROVILLE, CA 95965 TEL. (510) 919-1846 APN tF: 041420-049-000 PROJECT NUMBER: 105R-066HALE DESIGNER: CARLO JUNIO 805.540.7657 DRAFTER: DI SHEET SITE PLAN REV: C 1/26/2016 PAGE PV -2. 1 ARRAY TYPE ATTACHMENT MAX PIER ACTUAL PIER FRONT PIER REAR PIER MAX RAIL MAX RAIL CAP HEIGHT DESIGN CRITERIA SPAN SPACING DEPTH DEPTH SPAN OVERHANG MODULES: HANWHA Q -CELLS: Q.PRO AR -01 GROUND MOUNT SNAPNRACK SERIES 200. GROUND MOUNT; 15'-0" 14'-6" 2'-6" 4'-9" 8'-0" 2'-8" 6" BFR -G4 260 BRACED OPTION; CONCRETE PIERS MODULE DIMS: 65.7" x 39.4" x 1.26" D1 - AR -01 - SCALE: 1/8" = V-0" D2 - SIDE ELEVATIONS - SCALE: 1/8" = V-0" MAX DISTRIBUTED LOAD: 3 PSF PITCH: 20° SNOW LOAD: 0`PSF AZIM:180° {. WIND SPEED: 110 MPH 3 -SEC GUST. ® 2 SOLAR MODULES 2 1 1 1 � 2'-7'. i13'-2" 8'-1 5'-8" '- 5'-8" / 2'-7"� ` Q�OFESSi0N �g A . A 2,!6..4'-6" 9'-6" • z '-9" 4 w m No: S1672 1 I a exp. 06/17 BRACE A --� -�-1' 7'-6" ��q STRUCT r FOFCA��FO 01/27/2016 SCHAO STEEL PIPE GROUND MOUNT DETAIL GROUND MOUNT DETAIL Digitally Signed by SCH.40 STEEL PIPE MEMBE HORIZONTAL Y�& =.ME James A. Adams, S.E. SCH.40 STEEL PIPE VERTICAL MEMBER Footing Schedule: MEMBER (FRONT TO REAR) Structural Review Approval Only (EMBEDDED IN CONC. Short Side (Grid 1): FOOTING) 1.0 ft. dia x 2.50 ft. deep 1.5 ft. dia x 2.00 ft: deep (Alternate D4 - SUB FRAME BRACING DETAIL - SCp,4E;•NTS ' I�'��2/ IWAM sunrun REMIMINMI T' 1 1 � 2'-7'. i13'-2" 8'-1 5'-8" '- 5'-8" / 2'-7"� ` Q�OFESSi0N �g A . A 2,!6..4'-6" 9'-6" • z '-9" 4 w m No: S1672 1 I a exp. 06/17 BRACE A --� -�-1' 7'-6" ��q STRUCT r FOFCA��FO 01/27/2016 SCHAO STEEL PIPE GROUND MOUNT DETAIL GROUND MOUNT DETAIL Digitally Signed by SCH.40 STEEL PIPE MEMBE HORIZONTAL Y�& LEFT SIDE ELEVATION RIGHT SIDE ELEVATION James A. Adams, S.E. SCH.40 STEEL PIPE VERTICAL MEMBER Footing Schedule: MEMBER (FRONT TO REAR) Structural Review Approval Only (EMBEDDED IN CONC. Short Side (Grid 1): FOOTING) 1.0 ft. dia x 2.50 ft. deep 1.5 ft. dia x 2.00 ft: deep (Alternate D4 - SUB FRAME BRACING DETAIL - SCp,4E;•NTS ' I�'��2/ all Side (Grid 2): sunrun D3 - SUB STRUCTURE DETAIL - SCALE: 1/8" = V-0" 1.0 ft. dia x 4.75 ft. deep T' tnvl . 1.5 ft. dia x 3.75 ft. deep (Alternate BUTTE COUNTY DEVELOPMENT: REVIEWED 14'-6" � ®®E M R L! J v A� O LBERT CORREIA C10, C46 ,rBT A 4'-10"-f-4'-10"-3) e NOTE: BOTTOM CLAMP OF r� BRACE A ` gy_ CA C -L-4-750184 -t�i�s7RIKER ffi0, sAORAMENio, CA E CLOSEST ,c' ALWAYS BE CLOSEST TO AVENUE. SUITE �� d TOP OF FOUNDATION 95834 PHONE 979.949.7885 m FAX 918285.9154 , BRACE REAR HORIZONTAL TO REAR FOOTING CUSTOMER RESIDENCE: ANN HALE 4066 HIDDEN VALLEY RD, BRACE FRONT S/3 HORIZONTAL TO OROVILLE, CA 95965 FRONT FOOTING PS/3 f� TEL. (510) 919-7846 APN #: 041-020-049-000 GROUND MOUNT SUB S/3 �+. PROJECT NUMBER: STRUCTURE REAR VIEW 1.5" SCM. 40 BRACE F BRACE FRONT VERTICALS PS/3 105R-066HALE CUT LEGS GALVANIZED PIPE, TYP HORIZONTAL SUPPORT ISYLEVEL SO TO REAR FOOTING tea' -to° DESIGNER: A B CARLO JUNIO 10, 885.500.7857 DRAFTER: SUB FRAME PS=1a'-WTYP 4'-10" BRACING DETAIL \ BRACE DI SCALE: NTS BRAC E SHEET OUT LAYOUT OUTSIDE OF RAIL NO MORE THAN 8" FROM END OF HOLLAENDER KLAMP GROUND MOUNT SUB ' " REV: C 1/26/2016 STRUCTURE FRONT VIEW BRACE E PAL PV -3.0 y 120/240 VAC # SINGLE CONDUCTOR PHASE GROUND SERVICE NONE NONE NONE (1) 6•AWG BARE COPPER 1 ABB: #: NONE OMETER M PG&E 1007694992 UTILITY (2) 10 AWG THHNlTHWN-2 PVI-5000-OUTD-US-A (240 JUNCTION BOX GRID 3 • EXISTING 200A (2) 10 AWG THHN/THWN-2 / MAIN BREAKER EXISTING 225A MAIN FACILITY !, PANEL LOADS NEUTRAL BUSS GROUND (SUSS FACIIffV GROUND CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 0 NONE NONE NONE (1) 6•AWG BARE COPPER 1 ABB: PV MODULES NONE (1) 8 AWG BARE COPPER 2 3/4" EMT OR EQUIV.. (2) 10 AWG THHNlTHWN-2 PVI-5000-OUTD-US-A (240 JUNCTION BOX (1) 10 AWG THHN/THWN-2 3 • 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 V) OR EQUIVALENT / HANWHA Q -CELLS: Q.PRO BFR -G4 260 (2) 6 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 5 1" SCH 40 PVC (BELOW GROUND) 1" SCH 80 PVC (ABOVE GROUND) 5000 WATT INVERTER �rh// (12) MODULES (1) 8 AWG THHN/THWN-2 6 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 2 `Y (1) STRING OF (12) MODULES ' conductors and conduit REQUIREMENTS FOR GROUNDING � pEr Lill a,Pp)s��b)e PHONE FAX9 82 5.9154 85 s requirements as required by the 2013 CEC for AND BONDING the specific rnet� ,d CUSTOMER RESIDENCE: of wiring - L A SE ' 4066 HIDDEN VALLEY RD, PLY WITH 2013 CALIFORNLq 'JUIREMENTS OROVILLE, CA 95965 DC 705 FOR lnterconnectear } TEL. (510) 919.1846 APN #: 041-020-049 ' �--� PV MODULES Systems- 1 105R-066HALE A GFPD ~~ / HANWHA Q -CELLS: Q.PRO BFR -G4 260 NEW 1OOA LOAD 2 'rJj (12) MODULES _ ) CENTER DUAL MPPT STRING (1) STRING OF (12) MODULES COMBINER 8 LOAD RATED DC DISCONNECT 3 ABB: PV MODULES PVI-3.O-0UTD-S-US-A JUNCTION BOX gN gLpE NpE E (N) LOCKABLE / (240 V) OR EQUIVALENT / HANWHA Q -CELLS: Q.PRO BFR -G4 260 FUSED (N) SUN RUN BLADE TYPE 3000 WATT INVERTER 2 +�i// (8) MODULES 6 AC DISCONNECT 6 METER 5 AC DISCONNECT 4 �� . (1) STRING OF (8) MODULES 50A FUSES jig �—� PV MODULES G / HANWHA Q -CELLS: Q.PRO BFR -G4 260 GND (8) MODULES SQUARE D 250V METER SQUARED 30A BREAKER (A) 3 DUAL MPPT STRING COMBINER LOAD `Y (1) STRING OF (8) MODULES D222NRB 3R, 60A SOCKET 125A CONTINUOUS 0 ARRAY DU222R6 3R, 60A, 2P 20A BREAKER (B) RATED DC DISCONNECT 120/240VAC & GROUND [690.47(0)1 120/240VAC - COMPLY WIM 2013 CALIFORNIA 240V METER „- ELECTRICAL CODE- AR77CLE 690 10Z 200A, FORM 2S 408.36V and 705.1200 REQUIREMENTS FORL /i�iconnected Electric Power CONDUIT SCHEDULE # CONDUIT CONDUCTOR NEUTRAL GROUND 0 NONE NONE NONE (1) 6•AWG BARE COPPER 1 NONE (2) 10 AWG PV WIRE NONE (1) 8 AWG BARE COPPER 2 3/4" EMT OR EQUIV.. (2) 10 AWG THHNlTHWN-2 NONE (1) 10 AWG THHN/THWN-2 3 • 3/4" EMT OR EQUIV. (2) 10 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 4 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 5 1" SCH 40 PVC (BELOW GROUND) 1" SCH 80 PVC (ABOVE GROUND) (2) 3 AWG THHNlTHWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 6 3/4" EMT OR EQUIV. (2) 6 AWG THHN/THWN-2 (1) 10 AWG THHN/THWN-2 (1) 8 AWG THHN/THWN-2 SYSTEM CHARACTERISTICS - INVERTER 1 SYSTEM SIZE 4160 W SYSTEM OPEN CIRCUIT VOLTAGE 328 V SYSTEM OPERATING VOLTAGE 244 V MAX ALLOWABLE DC VOLTAGE 6001V SYSTEM OPERATING CURRENT 17.06 A SYSTEM SHORT CIRCUIT CURRENT ' 22.88 A SYSTEM CHARACTERISTICS - INVERTER 2 SYSTEM SIZE 6240 W SYSTEM OPEN CIRCUIT VOLTAGE 491 V SYSTEM OPERATING VOLTAGE 366 V MAX ALLOWABLE DC VOLTAGE 600 V SYSTEM OPERATING CURRENT 17.06 A SYSTEM SHORT CIRCUIT CURRENT 22.88 A PER CODE: 690.52 r NOTES TO INSTALLER: Production Systems 260 W 1. 302 VDC (INV1), 453 VDC (INV2) EXPECTED OPEN CIRCUIT STRING VOLTAGE.. OPEN CIRCUIT VOLTAGE 37.77 V MAX POWER VOLTAGE 30.46 V SHORT CIRCUIT CURRENT 2. ADD 100 AMP NEW PV LOAD CENTER. 3. ADD 20 AMP BREAKER TO PV LOAD CENTER (INV1). sunrur 4. ADD 30 AMP BREAKER TO PV LOAD CENTER (INV2). 5. CONNECT SYSTEM VIA INSULATION PIERCING ON LOAD SIDE OF MAIN BREAKER IN MAIN PANEL ENCLOSURE. CONDUCTORS ARE FIELD INSTALLED. GILBERT CORREIA, C10, C46 CA CL #750184 COMPLY WITH CALIFORNL4 COMPLY WITH CALPORNIA I ELECTRICAL ELECTRICAL CODE- AR77CLE 250 00,0E -for wiring methods- sore 1727 STRIKER AVENUE, SURE 260, SACRAMENTO, f 958M ' conductors and conduit REQUIREMENTS FOR GROUNDING � pEr Lill a,Pp)s��b)e PHONE FAX9 82 5.9154 85 requirements as required by the 2013 CEC for AND BONDING the specific rnet� ,d CUSTOMER RESIDENCE: of wiring ANN HALE ' 4066 HIDDEN VALLEY RD, PLY WITH 2013 CALIFORNLq 'JUIREMENTS OROVILLE, CA 95965 f ` CTRICAL CODE- AR77CLE 705 FOR lnterconnectear } TEL. (510) 919.1846 APN #: 041-020-049 b7 PowerProducbon � PROJECT NUMBER: Systems- 1 105R-066HALE MODULE CHARACTERISTICS HANWHA Q -CELLS: Q.PRO 260 W BFR -G4 260 OPEN CIRCUIT VOLTAGE 37.77 V MAX POWER VOLTAGE 30.46 V SHORT CIRCUIT CURRENT 9.15 A DESIGNER: CARLO JUNIO �5 PERMIT 4 BUTTE COUNTY DEVELOPMENT SERVICES DRAFTER: REVIEWED FOR DI CODEWmpLIANE .c. SHEET DATE �o j�Y � ELECTRICAL LEV: C 1/26/2015AGE =PV .= c w -• PHOTOVOLTAIC SYSTEM AC DISCONNECT RATED AC OPERATING CURRENT 34.58 AMPS AC NOMINAL OPERATING VOLTAGE 240 VOLTS 4: LABEL LOCATION: AC DISCONNECT, POINT OF • • LABEL LOCATION: DC DISCONNECT, INVERTER (PER CODE: CEC 690.35(F)) A R ; [To be used when inverter is ungrounded] INVERTER • • • • • NOT L1 , RELOCATE, • OVERCU • • LABEL LOCATION: POINT OF INTERCONNECTION , (PER CODE: CEC 705.12(D)(7)) [Not required if panelboard is rated not less than sum of ampere ratings of all overcurrent devices supplying it] hAFUStU I U sunuun I J LABEL LOCATION: MARKINGS PLACED ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, Yl ' LABEL LOCATION: AND CABLE ASSEMBLIES AT LEAST EVERY 10 FT, AT TURNS AND ABOVE/BELOW PENETRATIONS ?j AC DISCONNECT, POINT OF INTERCONNECTION AND ALL COMBINER/JUCTION BOXES. (PER CODE: IFC605.11.1.4) y (PER CODE: CEC 690.17(E)) (P A WA R N I N G • • , Y ELECTRIC SHOCK HAZARD LABEL LOCATION: DO NOT TOUCH TERMINALS DISCONNECT, POINT OF INTERCONNECTION t TERMINALS ON BOTH LINE AND (PER CODE: CEC690.13(B)) _ LOAD SIDES MAY BE ENERGIZED A IN THE OPEN POSITION WARNING DUAL POWER SOURCE LABEL LOCATION: SECOND SOURCE IS PHOTOVOLTAIC SYSTEM AC DISCONNECT, POINT OF INTERCONNECTION LABEL LOCATION: ' PER CODE: CEC 690.17(E), CB POINT OF INTERCONNECTION (PER CODE: CEC 705.12(D)(4)) CAUTION: SOLAR ELECTRIC y - SYSTEM CONNECTED LABEL LOCATION: LABEL LOCATION: INVERTER, JUNCTION BOXES (ROOF), AC DISCONNECT WEATHER RESISTANT MATERIAL, DURABLE ADHESIVE, (PER CODE: CEC690.13.G.3 & CEC 690.13.G.4) UL969 AS STANDARD TO WEATHER RATING (UL LISTING OF MARKINGS NOT REQUIRED), MIN %" LETTER HEIGHT �,,,fi,,IWARNING: PHOTOVOLTAIC ARIAL OR SIMILAR FONT NON -BOLD, PLACED WITHIN •THE MAIN SERVICE DISCONNECT, PLACED ON THE OUTSIDE OF THE COVER WHEN DISCONNECT IS ; LABEL LOCATION: OPERABLE WITH SERVICE PANEL CLOSED. CONDUIT, COMBINER BOX (PER CODE: CEC690.15, 690.13(8)) (PER CODE: CEC690.31(G)(3)(4) & CEC 690.13(G)(4) INVERTER 1 INVERTER 2 rr ' LABEL LOCATION: l ti LOAD CENTERi'ENMI I S C) ( � [Only use when applicable for PV load center] --' '—— BUTTE COUNTY REVEL i''01 IEI';' i :PVICES LABEL LOCATION: _ LABEL LOCATION: , DC DISCONNECT, INVERTER DC DISCONNECT, INVERTER _ Cy ®®E M P LI N CE (PER CODE: CEC690.53) - (PER CODE: CEC690.53) (� ADHESIVE FASTENED SIGNS: - DATE 1 __, BY • THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE IT IS INSTALLED. • WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD APPLIED LABELS, WARNINGS, AND - 'L" MARKINGS SHOULD COMPLY WITH ANSI 2535.4 [NEC 110.21(B) FIELD MARKING]. • ADHESIVE FASTENED SIGNS MAYBE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS SHALL` BE WEATHER RESISTANT [IFC 605.11.1.31 y LABEL LOCATION: l ti LOAD CENTERi'ENMI I S C) ( � [Only use when applicable for PV load center] --' '—— BUTTE COUNTY REVEL i''01 IEI';' i :PVICES LABEL LOCATION: _ LABEL LOCATION: , DC DISCONNECT, INVERTER DC DISCONNECT, INVERTER _ Cy ®®E M P LI N CE (PER CODE: CEC690.53) - (PER CODE: CEC690.53) (� ADHESIVE FASTENED SIGNS: - DATE 1 __, BY • THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE IT IS INSTALLED. • WHERE REQUIRED ELSEWHERE IN THIS CODE, ALL FIELD APPLIED LABELS, WARNINGS, AND - 'L" MARKINGS SHOULD COMPLY WITH ANSI 2535.4 [NEC 110.21(B) FIELD MARKING]. • ADHESIVE FASTENED SIGNS MAYBE ACCEPTABLE IF PROPERLY ADHERED. VINYL SIGNS SHALL` BE WEATHER RESISTANT [IFC 605.11.1.31