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HomeMy WebLinkAboutB17-1175 047-150-070�35= i A 1 11 1'. 11 I. : 1l _ r. It I 1 10 I. CHICO ELECTRIC Permit Pack I r: y 'y (r, p �'i✓ �°.v ��f¢y>r. w�a. a�Py^.} jkg` ! ,.,, �. +� iY tiM.i^h �.. ✓.. 4 + EPA Paiva Farms Sheller 378 KW Ground Mount APN: 04I-150-070 BUTTE COUNTY JUN 13 2011, DEVELOPMENT Sk:1tVIGES ,R17 -17S Address: 13522 Hamilton Nord Cana Hwy Chico, CA 95973 �Ile cam,, S The Original "Top -Down" PV Mounting System for Ground Applications 0 Benefits of GroundTracOPatent# 6,3 60,491 • Industry's preferred low cost and easiest to install ground mount system - Used for kW to Multi -MW projects • Patented ground mount system ships from available stock • Proprietary Drop -N -Lock rail insert drops in and locks ProSolar GroundTrac@ rails in place • Over 10 years of ProSolar's proven design 1 1 t � V i Distance depends on tilt angle (see angle chart) Dig footings. �. Lateral (left to right) footing spans listed on page 4 (bottom). Front to rear footing spans listed in angle charts on page 4 (top). Refer to engineering reports for footing specs. f � � f ' r' f ' r' f ' i Assemble re -usable grade stakes (ProSolar metal grade stake kit shown). Recommend 2"x 4" vertical support. Use 1/2" drill bit and 9/16" socket to attach grade stake kit to 2" x 4'. Attach 1" x 4" wooden horizontal support using 3-1/2" (min.) C -clamps. Grade stake kit includes: 24" threaded metal stake, aluminum spacer block, bolt and washer. Place horizontal 1-1/2" schedule 40 galvanized water pipe with slip-on Hollaender@ Tees. Adjust C -clamps as necessary to level pipe. Measure vertical pipe lengths, allowing 2" (min.) from bottom of footing to avoid pipe contact with moisture. Insert vertical pipes into tees and fasten lower tee set screw. Center pipes in footings by sliding left or right. Pour or pump mixed concrete into footings. Rest rail on top of horizontal pipes. Run string level on top or bottom to align tops of support rails. Fasten rail in place by using GroundTrac® drill guide along top and bottom of horizontal pipes. Drill U -bolt locking holes in place. Leave at least one drill guide attached after drilling to keep rail in place. Insti one rail for prop spacing. EZ rail endcap Optional Snow Load Enhancer 1 1 1 1 1 1 1 1 1 1 1 1 1 / 1 � 1 1 1 � 1 1 1 � 1 1 1 1 1 1 1 1 1 1 7 idTrac® Drill Guide and Drill Bit, Insert U -bolt into locking rail holes and place Drop -N -Lock insert into the rail. Remove remaining drill guide and proceed with other rails. Remove grade stakes. 8 Tighten all tee set screws to 17 ft -lbs with torque wrench. Install remaining >rails, evenly tightening ,A U -bolt nuts. Z Pre -assemble clamping hardware and install solar modules and EZ rail endcaps. Install 1-1/2" plastic pipe endcaps for schedule 40 pipe as necessary. Completed installation. E, I 124" x 2-1/2" Support Rail Supports up to (3) 39.5" Wide Modules 39.5" 124" 2-1/2" 84" 136" x 2-1/2" Support Rail Supports up to (4) 32.5" Wide Modules 32.5" i I] 1361, 2-1/2" 84" T 164" x 3" Support Rail Supports up to (4) 39.5" Wide Modules 39.5" 164" 3" m Array Angle Front to Rear Footing Distance 0° 84" 5° 84" 10° 83" 15° 81" 20° 79" 25° 76" 30° 73" 124" and 136" Rail Angle Chart 30° 25° 20° d/ 150 100 5° 73" -----. ----------- — ---------- --------------- 76VI Ijj l j jl 79"------------� 30" Max . I II 60" Max from top f--------------- 81" ----:—_---- i jj from top of footing ------ ------ — 83" "—"— --_ "---- jl of footing E--------------- 841, -------------- j I---------------- 84'• ---------------- 124 --------------124 and 136 Rail Refer to engineering:;, report for footing specs Array Angle Front to Rear Footing Distance 0° 108" 5° 108" 10° 106" 15° 104" 20° 101" 164" Rail Anale Chart 2n° f------------•------- 1U4"" ------------------- j,i .. Iif-------------------- 106 ------------------- " j, iF-------------------- 108 -------------------" . ------------------___108 - --------------------� GroundTrac@ Rail Sizes 124" x 2-1/2" 136" x 2-1/2" 164" x 3" Number of Modules (3)39,5 ", wide (4) 32,5" wide 164" Rail j modules modules modules Lateral (left to right) footing 10' 10' 8' span (max) non -snow load Refer to engineering report for footing specs Lateral (left to right) footing 6' 6' , GroundTrac@ Rail Sizes 124" x 2-1/2" 136" x 2-1/2" 164" x 3" Number of Modules (3)39,5 ", wide (4) 32,5" wide (4) 39.5" wide modules modules modules Lateral (left to right) footing 10' 10' 8' span (max) non -snow load Lateral (left to right) footing 6' 6' Not snowload span (max) 30 Ib/ft2 snowload rated Front to back footing spacing See Angle Chart See Angle Chart See Angle Chart Pre -slotted rails at: 84" on Center 84" on Center 108" on Center rllVlu %.Vul lGar. ria-,-u.uL r-.. v. �..-..... ... Professional Solar Products ProSolar) o 1551 S. Rose Ave., Oxnard, CA 93033 805-486-4700 o www.prosolar.com ©Professional solar Products, Inc March 2011. GroundTrac® is a registered trademark and covered under pat.#6,360,491 I ....:,--.,.y.-yu.,_,..-.-_-,,....-.._ _...-.---- ._-l--'--•'---._,...-_--_,-,-._..._.._---........:......---_,.._-.-.--.__-<,.-. L- __-._"_-.- [--,.-.---.11-1111'. I 11---- _- _, _ HIGH PERFORMANCE SOLAR PANELS R E I P EP�l: . , : I it I t" ,!r u� c,,,,r-,1,.r,.-Jr-",,,,,� . , - I I --- --- .- - - ,-,- --- - I I I 1. I . � , - I I . , i , - ; - �� I ) , - -1 . I I I i lk EMMMW N�N, yjt /-' ENERGY 0 /2 "' - - \4 ri Z r .�'A I7 L, ,,� i - ! n1( r , r '�,`'% Ir J I- I � . � � , , - I t�, - P \ � \ ` �, ,-, ''�, 17- -1 % 7 .Y,:a,.xV L. t ty1 5ERIE5' + '' + "l r t r11� r ' - 1, * Ix j. 4 ••• - I , I , - IN . . . � I ' " J r . t , , r - 11 9' , , -�,` .d 1_ �- -� - REC Peak Energy72 Seriespanels are N L 1.- .i � J -A � �" I.,..r .�' . I 1, �'' " - 1. 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I All measurements in inches V M 2 Nominal Power-PMPP(WP) 300 305 310 315 320 325 Waft Class Sorting -(W) 0/+5 0/+5 0/+5 0/+5 0/+5 0/+5 Nominal Power Voltage -VMPP(V) 36.5 36.9 37.2 37.5 37.9 38.5 Nominal Power Current- IMPP (A) 8.22 8.27 8.34 8.40 8.45 8.46 Open Circuit Voltage -Voc (V) 44.9 45.2 45.5 45.8 46.1 46.4 Short Circuit Current- I5C (A) 8.76 8.82 8.88 8.93 8.99 9.05 Panel Efficiency (0/6) 15.4 15.6 15.9 16.2 16.4 16.7 Measurement tolerance of±3%from nominal values; values at standard test conditions STC (airmass AM 1.5, irradiance 1000 W/m2, 25°C cell *Where xxx indicates the nominal power class (PMPp) at STC indicated above, and can be followed by the suffix XV for 1500V rated modules. M. 3 • . i . ' ` EFFICIENCY YEAR PRODUCT WARRANTY YEAR LINEAR POWER OUTPUT WARRANTY US IMPORT DUTY FREE • , -. , T� Nominal Operating Cell Temperature (NOCT) 46.6°C (±2°C) Temperature Coefficient of PMPP -0.40 %/°C Temperature Coefficient of Von -0.27 %/°C Temperature Coefficient of Isc 0.013 %/°C Cell Type: 72 multicrystalline 221 3 strings of 24 cells with 3 bypass diodes Glass: 0.16"(4 mm)solar glass with 236 anti -reflection surface treatment Back Sheet: Highly resistant polyester Frame: Anodized aluminum(silver) Junction Box: IP67 rated 30.8 4 mm2 PV wire, 47"+ 47" 0.2 +1.2 m) Connectors: Tonglin TL-Cable0l /Tonglin-Cable0lS-F* Nominal PowerCurrent-IMPP(A) 12 AWG (4 mm2) 7.34 *Dependent on product type Nominal Power-PMPP(WP) 217 221 225 229 232 236 Operational Temperature: -40 ...176°F (-40 ... +85°C) Nominal Power Voltag e-VMPP (V) 29.9 30.1 30.4 30.6 30.8 31.0 Maximum System Voltage: 1000 V Nominal PowerCurrent-IMPP(A) 7.27 7.34 7.41 7.48 7.54 7.61 # I Design Load: + 75.2 lbs ft2 3600 Pa O / ( ) I (-) 33.4 lbs/ft2 (1600 Pa)*0penCircuitVoltage-Voc(V) 36.9 37.2 37.4 37.6 37.9 38.1 *Refer to installation manual Sh t C' 't C rrent-1 (A) 7 67 772 777 7.8 7.88 7.94 I 20 A or �I%-U u SC Nominal cell operating temperature NOCT (800 W/m2, AM 1.5, windspeed 1 m/s, ambient temperature 20°C). *Where xxx indicates the nominal power class (Papp) at STC indicated above, and can be followed by the suffix XV for 1500V rated modules. UC�s' c 0 L us VDELISTED CUS 1-11-1703, Fire type 2, CEC listed, IEC 61215 & IEC 61730; IEC 62804(PID Free), IEC 61701(SaltMistLevel 6), IEC 62716 (Ammonia Resistance), ISO 11925-2 (Ignitability Class E), UNI 8457/9174 (Class A), ISO 9001:2015, ISO 14001, OHSAS 18001 10 year product warranty. 25 year linear power output warranty (max. degression in performance of 0.7% p.a.). Max Series Fuse Rating: Max Reverse Current: 20 A _ c Dimensions: 77.5 x 39 x 1.8 in (1968 x 991 x 45 mm) Cf Area: 21 ft2 (1.95 m2) Weight: 59.5 lbs (27 kg) c c Note! All specifications are subject to change without z notice at any time. Founded in Norway in 1996, REC is a leading vertically integrated solar energy company. Through integrated manufacturing from silicon to wafers, cells, high-quality panels and extending to solar solutions, REC provides the world with a reliable source of clean energy. REC's renowned product quality is supported by the lowest warranty claims rate in the industry. REC is a Bluestar Elkem company with headquarters in Norway and operational headquarters in Singapore. REC employs more than 2,000 people worldwide, producing 1.4 GW of solar panels annually. RCC www.recgroup.com RATED FOR 1000 V DC & 600 V DC SYSTEMS Design flexibility • 1000 V DC or 600 V DC • Two independent DC inputs • 15' to 90* mounting angle range • Detachable DC Connection Unit System efficiency • **98.0% CEC, **98.6% Peak • 1000 V DC increases system efficiency • OptiTrac Global Peak MPPT Enhanced safety • Integrated DC AFCI • Floating system with all -pole sensitive ground fault protection • Reverse polarity indicator in combination with Connection Unit COD rus SunSpec Certified Future -proof • Complete grid management feature set • Integrated Speedwire, WebConnect, ModBus interface • Bi-directional Ethernet communications • Utility -interactive controls for active and reactive power SUNNY TRAPOWER 1200OTL-US / 1500OTL-US / 2000OTL-US / 2400OTL-US / 3000OTL-US The ultimate solution for decentralized PV plants, now up to 30 kilowatts'* The world's best-selling three-phase hase PV inverter, the SMA Sunny Tripower TL -US, is raising the bar for decentralized commercial PV p systems. This three-phase, transformerless inverter is UL listed for up to 1000 V DC maximum system voltage and has a peak efficiencyb98 percent, while OptiTrac Global Peak minimizes the effects of shade for maximum energy production. The Sunny Tripower ower delivers a future -proof solution with full grid management functionality, cutting edge communications and advanced monitoring. The SunnyTripower is also equipped with all -pole ground fault protection and integrated AFCI for a safe, reliable solution. It offers unmatched flexibility with a wide input voltage range and two independent MPP trackers. Suitable for both 600 V DC and 1 000 V DC applications, the Sunny Tripower allows for flexible design and a lower levelized cost of energy. www.SMA-America.com i 3 tit ' 1} I`L\ ii i t System efficiency • **98.0% CEC, **98.6% Peak • 1000 V DC increases system efficiency • OptiTrac Global Peak MPPT Enhanced safety • Integrated DC AFCI • Floating system with all -pole sensitive ground fault protection • Reverse polarity indicator in combination with Connection Unit COD rus SunSpec Certified Future -proof • Complete grid management feature set • Integrated Speedwire, WebConnect, ModBus interface • Bi-directional Ethernet communications • Utility -interactive controls for active and reactive power SUNNY TRAPOWER 1200OTL-US / 1500OTL-US / 2000OTL-US / 2400OTL-US / 3000OTL-US The ultimate solution for decentralized PV plants, now up to 30 kilowatts'* The world's best-selling three-phase hase PV inverter, the SMA Sunny Tripower TL -US, is raising the bar for decentralized commercial PV p systems. This three-phase, transformerless inverter is UL listed for up to 1000 V DC maximum system voltage and has a peak efficiencyb98 percent, while OptiTrac Global Peak minimizes the effects of shade for maximum energy production. The Sunny Tripower ower delivers a future -proof solution with full grid management functionality, cutting edge communications and advanced monitoring. The SunnyTripower is also equipped with all -pole ground fault protection and integrated AFCI for a safe, reliable solution. It offers unmatched flexibility with a wide input voltage range and two independent MPP trackers. Suitable for both 600 V DC and 1 000 V DC applications, the Sunny Tripower allows for flexible design and a lower levelized cost of energy. www.SMA-America.com Technical data Input (DC) Max. usable DC power (@ cos q) = 1) Max. DC voltage Rated MPPT voltage range MPPT operating voltage range Min. DC voltage / start voltage Number of MPP tracker inputs Max. input current / per MPP tracker input Output (AC) AC nominal power Max. AC apparent power Output phases / line connections Nominal AC voltage AC voltage range Rated AC grid frequency AC grid frequency / range Max. output current Power factor at rated power / adjustable displacement Harmonics Efficiency Max. efficiency / CEC efficiency Protection devices DC reverse polarity protection Ground fault monitoring / grid monitoring All -pole sensitive residual current monitoring unit DC AFCI compliant to UL 1699B AC short circuit protection Protection class / overvoltage category General data Dimensions (W / H / D) in mm (in) Packing dimensions (W / H / D) in mm (in) Weight Packing weight Operating temperature range Noise emission (typical) / internal consumption at night Topology Cooling concept / electronics protection rating Features Display / LED indicators (Status / Fault / Communication) Interface: RS485 / Speedwire, WebConnect Data interface: SMA Modbus / SunSpec ModBus Mounting angle range Warranty: 10 / 15 / 20 years Certifications and approvals NOTE: US inverters ship with gray lids. e Standard features O Optional features Type designation Accessories r - L RS485 interface DM-485CB-US-10 P Sunny Tripower Sunny Tripower Sunny Tripower Sunny Tripower Sunny Tripower 12000TL-US 15000TL-US 2000OTL-US 24000TL-US 3000OTL-US 12250 W 15300 W 20400 W 24500 W 30800 W *1000V *1000V *1000V *1000V 1000V 300 V...800 V 300 V...800 V 380 V...800 V 450 V...800 V 500 V...800 V 150 V...1000 V 150 V...1000 V 150 V...1000 V 150 V...1000 V 150 V...1000 V 150V/188V 150V/188V 150V/188V 150V/188V 150V/188V 2 2 2 2 2 66A/33A 66A/33A 66A/33A 66A/33A 66A/33A 12000 W 15000 W 20000 W 24000 W 30000 W 12000 VA 15000 VA 20000 VA 24000 VA 30000 VA 3/ 3 -N -PE 3/ 3 -N -PE, 3 -PE 480 / 277 V WYE 480 / 277 V WYE, 480 V Delta 244 V...305 V 60 Hz 50 Hz, 60 Hz / -6 Hz...+5 Hz 14.4A 18A 24A 29A 36.2A 1 / 0.0 leading ... 0.0 lagging < 3% 98.2% / 97.5% 98.2% / 97.5% 98.5% / 97.5% 98.5% / 98.0% * *98.6% / * *98.0% e o e e e e e © e o e e e e e e e e 0 o e e e 1 I I/IV I/IV I/IV I/IV 665 / 650 / 265 (26.2 / 25.6 / 10.4) 780 / 790 / 380 (30.7 / 31.1 / 15.0) 55 kg (121 lbs) 61 kg (134.5 lbs) -25 ° C...+60'0 C 51 dB(A) / 1 W Transformerless OptiCool / NEMA 3R —/6 O/e e/e 150 ...90 ° o/O/O UL 1741, UL 1998, UL 1699B, IEEE 1547, FCC Part 15 (Class A & B), CAN/CSA C22.2 107.1-1 Data at nominal conditions. *Suitable for 600 V DC max. systems * *Preliminary data — Not available STP 12000TL-US-10 STP 15000TL-US-10 STP 2000OTL-US-10 STP 24000TL-US-10 STP 3000OTL-US-10 Connection Unit CU 1000 -US -10 J SMA Cluster Controller CLCON-10 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — Efficiency curve SUNNY TRIPOWER 3000OTL-US-----------, I— — — — — — — — — — — — — — — — — — — — — — — — — I I 1 98 96 I I o 94 I I 92 I 'v I w 90 I I I 88 86 I •`- e1 41 U1 u1 .£ 1 �I C �1 0I of �1 0.0 0.2 0.4 0.6 0.8 1.0 r I Output power / Rated power I ----------------------------------------------------, i Advdnr,ina Renewable Technology The .WEEB Lu consists of a WEEB (Washer, Electrical Equipment Bond), lay -in lug, and hardware. It is Lug used with one solid or stranded copper wire (6AWG to 14AWG), or two copper wires (10AWG to 12AWG) to provide a continuous ground on roof or ground mounted solar systems. Unlike traditional lay -in lugs, the WEEB Lug does not require surface preparation on rail or module to install. The WEEB Lug is installed using a 1/4-20 stainless steel screw which tightens the WEEB, allowing the specialized teeth to embed into anodized aluminum, galvanized steel, or any electrically conductive metal to establish a gas tight electrical connection. The tin-plated Lug assures minimum contact resistance and protection against corrosion. The copper wire is clamped by a 1/4-28 stainless steel screw, which is horizontal to the tang for easy access when mounted under a PV module. The low profile of the WEEB Lug allows it to be installed in a variety of positions and comes with hardware to mount it to a rail or through a 1/4 inch clearance hole. 1' , Material: 304 stainless steel, tin-plated copper, outdoor rated Low profile design Multiple equipment ground conductor allowance: One 14 AWG to 6 AWG or two 10 AWG, two 12 AWG Listed to ANSI/UL 467 by I ntertek ETL Gonfacf us aL: - � f 84.5.24.7.4.708 www.we-Ilc.com professional SOLAR products .r us 4 STEL Intertek 4007217 U L2703 No buss bar Green lock washer indicates electrical bond Assembled Self -bonding Mid Clamp With SS Bus Bar Self -bonding Mid Clamp Fastened on Rail (solar module not shown) Prdolar@ Rooffraco Bonding and Grounding Guide (Patent Pending Applies to GroundTrac® and SolarWedge® mounting systems which utilize the RoofTrac® rail/clamp design. For RoofTrac® Rail Bonding Splice • Drill 1/2" holes at bottom of rails with 1/2" 1110 Irwin Unibit® using the rail support as a hole location guide. • Insert 5/16" bolt through support holes and hand thread into thread rail splice insert. Fasten to 15 ft -lbs. For Bonding Module Frame and Clamps to Support Rail • Fasten pre -assembled mid -clamp assembly to module frame, to 15 ft -lbs. Module Frame Design: double wall, aluminum, 1.2"-2.0" tall, 0.059"-0.250" thickness, UL1703 or equivalent tested module. UL467 standard tested bonding equipment for use with Professional Solar Products (ProSolar°) support rail. Bonding of module to RoofTrac® rail via ProSolar° rail channel nut using buss bar. Bonding of RoofTrac® rail to RoofTrac® rail via ProSolar° UL467 tested universal splice kit (splice insert and splice support). Grounding of RoofTrac® rail via Ilsco SGB -4 rail lug. System to be grounded per National Electrical Code (NEC). See NEC and/or Authority Having Jurisdiction (AHJ) for grounding requirements prior to installation. See final run (racking to ground electrode) grounding equipment installation instructions for specific installation information. COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015: All information contained in this manual is property of Professional Solar Products (PSP). TileTrac® is a registered trademark for PSP and is covered under U.S. patent #5,746,029. RoofTrac® and Fast,lack® are registered trademarks for PSP and are covered under U.S. patent #6,360,491. RoofTrac® bonding designs patent pending. ProSolar@ UL2703 Bonding and Class A Fire Rating Page 1 of 4 professional SOLAR produce Can be placed under module to hide connection if desired 00007J ,> -7 Basic Wiring Diagram ProSolaro RoofTrac@ Bonding and Grounding (Patent Pending For Grounding Connection Guide • ILSCO SGB -4 rail ground connection Grounding Lug Grounding Lug COPYRIGHT PROFESSIONAL SOLAR PRODUCTS 2015: All information contained in this manual is property of Professional Solar Products (PSP). TileTrac® is a registered trademark for PSP and is covered under U.S. patent #5,746,029. RoofTrac® and FastJack® are registered trademarks for PSP and are covered under U.S. patent #6,360,491. RoofTrac® bonding designs patent pending. ProSolar® UL2703 Bonding and Class A Fire Rating Page 2 of 4 Listing Constructional Data Report (CDR) 1.0 Reference and Address Report Number 100779407LAX-003 1—griginal Issued: 14 -Sep -2012 Revised: 28 -Apr -2015 Standard(s) UL Subject 2703 -Outline of Investigation Rack Mounting Systems and Clamping Devices for Flat -Plate Photovoltaic Modules and Panels. Issue #2: 2012/11/13 Applicant Professional Solar Products, Inc. Manufacturer Professional Solar Products, Inc. Address 1551 S. Rose Avenue Oxnard, CA 93033 Address 1551 S. Rose Avenue Oxnard, CA 93033 Country_USA Country USA Contact Stan Ullman Contact Stan Ullman Phone (805) 486-4700 Phone (805) 486-4700 FAX 1(805) 486-4799 FAX (805) 486-4799 Email s(cDprosolar.com Email I s@prosolar.com Page 1 of 63 This report is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement. for any loss, expense or damage occasioned by the use of this report. Only the Client is authorized to permit copying or distribution of this report and then only in its entirety. Any use of the Intertek name or one of its marks for the sale or advertisement, of the tested material, product or sepfice must first be approved in vrriting by Intertek. The observations and test results in this report are relevant only to the sample tested. This report by itself does not imply that the materia', product, or service is or has ever been under an Intertek certification program. ProSolar@ UL2703 Bonding and Class A Fire Rating Page 3 of 4 Report No. 100779407LAX-003 Professional Solar Products, Inc. Page 2 of 63 Issued: 14 -Sep -2012 Revised: 28 -Apr -2015 2.0 Product Description Product Photovoltaic Racking System Brand name ProSolar The product covered by this listing report is a rack mounting system. It is designed to be installed on a roof. It will be secured by means of Fast Jack or Tile Trac attachments, depending on the type of roof it is intended to be installed upon. The Rooftrac mounting system is comprised of support rails and top-down clamping hardware. This device can be used on most standard construction residential roof -tops. This system is in compliance with the mounting, bonding and grounding portions of UL Subject 2703. This system has the following fire class resistance ratings: Class A for Steep Slope Applications when using Type 1 or Type 2, Listed Photovoltaic Modules. Class A for Steep Slope Applications when using Type 2, Listed Photovoltaic Modules with or without the wind skirt. Class A for Low Slope Applications when using Type 1, Listed Photovoltaic Modules when a minimum of 12" gap between the roof surface and the bottom of the module is maintained. Class A for Low Slope Applications when using Type 2, Listed Photovoltaic Modules when a minimum of 14" gap between the roof surface and the bottom of the module is maintained. RoofTrac has different types of bonding and grounding, below is a list of them: Bonding of module -to -Roof Trac rail via Weeb PMC Description Bonding of module-to-RoofTrac rail via ProSolar rail channel nut using buss bar Bonding of module -to -Roof Trac rail via Ilsco SGB -4 lugs Bonding of Roof Trac rail -to -Roof Trac rail via Weeb Bonding Jumper -6.7 Bonding of Roof Trac rail -to -Roof Trac rail via Ilsco SGB -4 Lugs Bonding of RoofTrac rail-to-RoofTrac rail via ProSolar UL 467 tested universal splice kit (Splice Insert and Splice Support) Issuance of this report is based on testing to PV module frames with a height of 1 1/4 inch to 2 inches The grounding of the entire system is intended to be in accordance with the latest edition of the National Electrical Code, including NEC 250: Grounding and Bonding, and NEC 690: Solar Photovoltaic Systems. Any local electrical codes must be adhered in addition to the national electrical codes. This product investigation was performed only with respect to specific properties, a limited range of hazards, or suitability for use under limited or special conditions. The following risks and other properties of this product have not been evaluated: electric shock, Ultraviolet light exposure. Models RoofTrac Model Similarity N/A Fuse rating: 20 A Mechanical Load: 30 PSF Fire Class Resistance Rating: Ratings Class A for Steep Slope Applications when using Type 1 and Type 2, Listed Photovoltaic Modules. Class A for Low Slope Applications when using Type 1 and Type 2, Listed Photovoltaic Modules Mechanical load was tested using 60 Cell Canadian Solar Modules model CS6P with 40mm frame height and maximum span of 48 inches using 4 inch and 6 inch TileTrac or FastJack Other Ratings posts with 1-1/2 inch tall RoofTrac rail. And maximum span of 72 inches using 4 inch and 6 inch TileTrac or FastJack with 2-1/2 inch tall RoofTrac rail. ProSolar@ UL2703 Bonding and Class A Fire Rating Page 4 of 4 ED 16.3.15 (1 -Jan -13) Mandatory �\ff G, I & ASSOCIATES C51rucfuraf 6n9lneers June 2, 2017 Chico Electric 36 W. Eaton Road Chico, CA 95973 Subject: Review of minimum footing requirements Project: (1,196) Module Photovoltaic Groundmount Installation (17 Arrays) Pavia Farms (Sheller Phase II) 13522 Hamilton Nord Cana Hwy, Chico, CA 95973 V&A Project No. 12-3457 The purpose of this report is to provide a site specific analysis of the minimum footing requirements for the photovoltaic array groundtrac installation at 13522 Hamilton Nord Cana Hwy in Chico, CA 95973. Based upon our review of the 17 Photovoltaic Arrays, installed 4 modules high and 21 modules wide. The PV Array shall have a transverse spacing of approximately 5.58 feet on center and a longitudinal spacing of 8.90 feet maximum. Based upon a wind speed of 100 mph, Exposure C, it was determined that the minimum required footing depth is 36 inches minimum below grade for the front footing and 36 inches minimum below grade for the rear footing for a 12 inch diameter pier footing. The footing sizes are based upon the worst case loading due to horizontal and vertical wind loading. Refer to attached calculations and details for additional information. Our professional services have been performed using the degree of care and skill ordinarily exercised under similar circumstances by reputable engineers practicing in this locality. No other warranty, expressed or implied, is made as to the professional options included in this report. We hope this prov' es you with the information you need at this time. Please call us if you have any qpe'ttio s egarding this report. --- Sincerely, VINCli Vinci, S.E. se No. S-4411 175 E. WI LBU R ROAD, STE 103 p 805.496-2100 /�CtOFESS/qv\ S Et1CHARp i � No. S4411 Exp. 12/31/17 \TRUCTURp'O��\'�` F OF C ALF R THOUSAND OAKS, CA 805.496-2442 91360 IR e vinci a@vincise.com h DATE: 6/2/2017 & ASSOCIATES SHEET: Al PROJECT: Pavia Farms (Sheller Phase II) c5fruciural CnV neers JOB NO.: 12-3457 13522 Hamilton Nord Cana Hwy 175 E. WILBUR ROAD, STE 103 - THOUSAND OAKS, CA 91360 ENGR.: JRV Chico, CA 95973 p 805.496.2100 • f 805.496.2442 • e vinci@VinciSE.com ..IENT: Chico Electric DESIGN DATA: WIND DESIGN CRITERIA: BASIC WIND SPEED = 100 mph (ASCE 7-10: Risk Category 1 per Table 1.5-1 &Figure 26.5-1C) WIND EXPOSURE = C GROUND SNOW LOAD = 0 psf SOLAR MODULE ARRAY DATA Sloped Dimension of Array = 164 in Angle of Array = 30 deg rees Slope of Array: = 6.00 : 12 No. of Modules in Transverse Direction = 4 No. of Modules in Longitudinal Direction = 21 Total No. of Modules in Project = 1196 Transverse Post Spacing = 5.58 ft Longitudinal Post Spacing = 8.90 ft Number of supports - Transverse Direction = 2 Diameter of Pier Footing = 12 in Number of Arrays - 17 Array Uniform Load = 2.8 psf SOIL DESIGN CRITERIA (Based upon Chapter 18 of CBC) Allowable Soil Bearing Pressure = 1500 psf Allowable Soil Lateral Bearing = 200 pcf Allowable Shaft Skin Friction /Cohesion = 130 pcf PROJECT: 'Pavia Farms (ShellerPhase, 11) _ - ^~ w PAGE `A2~ CLIENT: 13522 Hamilton Nord Cana Hwy, Chico, CA 95973 DESIGN BY: 'JRV w' • JOB NO.: 15-3457 DATE: '06/02117 REVIEW BY Wind Analysis for Open Structure (Solar Panels) Based on ASCE 7-2010 / 2013 CBC INPUT DATA Exposure category (B, C or D) = C WIND TO TOP, 7 = 180° Importance factor, 1.0 only, (Table 1.5-2) IW = 1.00 CLEAR FLOW OBSTRUCTED CNW CNL CNW Basic wind speed (ASCE 7-10 26.5.1) V = ` 100 ~ mph - Topographic factor (26.8 & Table 26.8-1) Kn = = 1.00 Flatslope -1.50 -1.75 1.92 1.96 Height of mean roof h = 5 ft -26.86 2 -27.58 Roof slope 30.86 6.00 12 F (kips) -_ Roof length L = 10 ft 1.72 0.49 Roof horizontal projected width B = 10 ft 2 �PfOJected) Effective area of component / cladding A = 10 ft 8, DESIGN SUMMARY 1. Main Wind -Force Resisting System Max horizontal force 1 base shear from roof 1.52 kips + 0.15 kips (eave & columns increasing) E 1.68 kips Max vertical download force = 3.05 kips Max vertical uplift force = 2.65 kips Max moment at centroid of base from roof 2. Component and Cladding Elements Max inward pressure Max net outward pressure 10.65 ft -kips + 1.07 ft -kips (eave & columns increasing) 11.72 ft -kips 75 psf 74 psf ANALYSIS Velocity pressure qh = 0.00256 Kh Kt KdV2 = 18.50 psf where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 28.3-1, pg 299) = 0.85 Kd = wind directionality factor. (Tab. 26.6-1, for building, page 250) = 0.85 h = height of mean roof = 5.00 ft Main Wind -Force Resisting System (Sec. 27.4.3) p_"ghGCN F=pAf where: G = gust effect factor. (Sec. 26.9) = 0.85 0 = roof angle = 26.57 degree < 45 deg. [Satisfactory] Af = roof actual area. = 55.9 ft2, windward = 55.9 ft2, leeward CN = net force coefficients. (Fig. 27.4-4, page 267) Check Fig. 27.4-4 limitation h % B = 0.50 within [0.25 , 1.0] [Satisfactory] 0 CASE WIND TO BOTTOM, Y = 00 WIND TO TOP, 7 = 180° CLEAR FLOW OBSTRUCTED CLEAR FLOW OBSTRUCTED CNW CNL CNW CNL CNW CNL CNW CNL 26.57 A -1.66 -1.71 -1.50 -1.75 1.92 1.96 0.55 -1.00 p (psf) -26.14 -26.86 -23.58 -27.58 30.14 30.86 8.71 -15.72 F (kips) -1.46 -1.50 -1.32 -1.54 1.68 1.72 0.49 -0.88 B -2.45 -0.41 -2.30 -1.01 2.42 0.86 1.46 0.05 p (psf) -38.58 -6.42 -36.16 -15.85 38.00 13.56 22.99 0.85 F (kips) -2.16 -0.36 -2.02 -0.89 2.12 0.76 1.29 0.05 -- (7 DATE: PROJECT: 6/2/2017 VI CE & ASSOCIA'T'ES Pavia Farms (Sheller Phase II) 61mclural 6nglneers 13522 Hamilton Nord Cana Hui E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 Chico, CA 95973 p 805.496.2100 • f 805.496.2442 - e vinci@VnciSE.com CLIENT: Chico Electric FOOTING DESIGN - PV Sloped Dimension: PV Array Angle: Post Spacing: No. of Supports: Footing Diameter (d): MAXIMUM VERTICAL FORCE: 3.05 k MAXIMUM UPLIFT FORCE: 2.65 k GROUNDTRAC SYSTEM CAST INTO EARTH Maximum Vertical Load: (Worst Case: DL + Wind) P = 18.30 psf + 2.8 psf DL + P = 21.10 psf x ( 14211 /12 "/ft) x ( 106.8 " P = 1111 lbs/footing Try 12" diameter footing Soil Bearing = 1111 / (p x 0.50) _ Maximum Uplift Load: P = 15.90 psf - 2.8 psf DL = P= 13.1 psfx( 142" /12"/ft) x( 106.8" P = 690 lbs/footing 164 in SHEET: A3 JOB NO.: 09-3457 ENGR.: JRV TYPICAL ARRAY 30 degrees 8.90 ft 2 12 in / (10.0 x 10.0 ) = 30.50 psf x 0.6 = 18.30 psf / (10.0 x 10.0 ) = 26.50 psf x 0.6 = 15.90 psf ASD Factor 0 psf snow /1211/ft) = 2222 21.10 psf lbs for 2 Supports 1415.5 psf << 1995 psf 1500 psf x 1.33 (CBC Table 1806.2) Therefore O.K. 13.10 psf /12"/ft) = 1380 lbs for 2 Supports Try 12" diameter x 3611 footing Allowable uplift = Concrete DL + Soil Cohesion ( 130 psf x 1.33 ) per CBC Table 1806.2 [ (n x (d/2)2) x 150 pcf x 3.0 ft ] + [ (7r x d) x 3.04 ft x 172.9 psf] = 2008 lbs Design Ratio = ( 2,008 lbs / 690 lbs ) = 2.9 Therefore O.K. DATE: 6/2/2017 VEWCE & ASSOCIATES SHEET: A4 PROJECT: Pavia Farms (Sheller Phase II) 61rucfuraf 6nylneerrs JOB NO.: 09-3457 13522 Hamilton Nord Cana Hwy 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV Chico, CA 95973 p 805.496.2100 • f 805.496.2442 • e vinci@VinciSE.com CLIENT: Chico Electric DESIGN OF PIER FOOTING & POST CHECK Post Spacing: 8.90 ft Number of Columns: 2 Horizontal Load: 10.1 psf Exposed wind surface 3 ft �RONT''POS fi , WIND FH = 112 lbs = 10.1 psf x 8.9 ft x 3 ft / 2 columns -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: (CBC Section 1807.3.2.1) I d = (A/2) (1 + (1 + (4.36h/A) )^.5)) A = (2.34 * P) / (S1 * b) P = 145 lbs (SEE A4.1) h = 4.58 ft Height of Front Post S1 = 266 psf/ft x (d/3) (includes 1.33 increase for wind) h b = 12 in (diameter or diagonal of square) no GOVERNS >>> DESIGN COLUMN M col = Ph = Try d = S1 @ (1/3)d A Calc d (ft) (psf) (ft) 2 183 1.792 4.02 2.25 206 1.593 3.73 2.5 229 1.434 3.49 2.75 252 1.303 3.28 3.0 =279 { . '1.1 �'9 3:09 3.29 301 1.089 2.94 664 ft-Ibs Seo, = Mme, / Fb = 0.34 i n 3 Fb = 0.66 x 35,000 psi ASTM A53, Gr B »»> USE: 1-112" Schedule 40 Pipe S = 0.33 in with 12 inch diameter x 36 inch MIN. deep concrete footing. I DATE: 6/2/2017 It E `� E A b b®E; I A T E b SHEET: A5 PROJECT: Pavia Farms (Sheller Phase II) &Tuc/ural Cn iheers JOB NO.: 09-3457 13522 Hamilton Nord Cana Hwy 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.. JRV Chico, CA 95973 p805.496.2100 • f805.496.2442 • e vinci@VinciSE.com �''• SENT: Chico Electric DESIGN OF PIER FOOTING & POST CHECK REAR POSTI E. WIND Post Spacing: 8.90 ft Number of Columns: 2 Horizontal Load: 10.1 psf Exposed wind surface 3 ft -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: (CBC Section 1807.3.2.1) 1� d = (A/2) (1 + (1 + (4.36h/A) )^.5)) III 0 GOVERNS >>> A = (2.34 * P) / (S1 *b) P = 112 lbs = 10.1 psf x 8.9 ft x 3 ft / 2 columns h = 2.79 ft Height to brace S1 = 266 psf/ft x (d/3) (includes 1.33 increase for wind) b = 12 in (diameter or diagonal of square) Try d = S1 @ (1/3)d A Calc d (ft) (psf} (ft) 2 177 1.477 2.98 2.25 200 1.313 2.76 2.5 222 1.182 2.58 2.75 244 1.074 2.42 3 266 - 0.985 2.29 3.25 288 0.909 2.18 DESIGN COLUMN Mco, = Ph = 560 ft-Ibs hcant = 5 ft S col = Mco, / Fb 3 = 0.29 in Fb = 0.66 x 35,000 psi ASTM A53, Gr B »»> USE: 1-112" Schedule 40 Pipe S = 0.33 in3 with 12 inch diameter x 36 inch MIN. deep concrete footing. U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program 11 C E Rm"171 I F I C--oAa [7 E ELEVATI 01P Important: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: November 30, 2018 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: PAIVA FAMILY LIMITED PARTNERSHIP A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 13522 NORD CANA HIGHWAY City State ZIP Code CHICO California 95973 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) AP# 047-150-070 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) SOLAR FIELD - PHASE III A5. Latitude/Longitude: Lat. 39*47'38.7" Long. 121"57'21.8" Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade C) Total net openings area of flood o enin s in A8.b ' sq in PERMIT__ SUITE '6U DEV E _OPMEN T SERVICES d) Engineered flood openings? ❑ Yes ❑ No REVIEWED FOR CODE COMPLIANCE A9. For a building with an attached garage: DATE —A a) Square footage of attached garage sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑ Yes ❑ No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 131. NFIP Community Name & Community Number B2. County Name B3. State 000017 BUTTE California B4. Mia !Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) p Zone AO, use Base Number Date Effective/ ( Revised Date Flood Depth) 0600-C0325E E 01/06/2011 01/06/2011 A 155 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139: FIS Profile [—] FIRM ❑ Community Determined Z Other/Source: CONTOUR INTERPOLATION B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 Z NAVD 1988 ❑ Other/Source: 612. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? E]Yes x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 7/15 Replaces all previous editions. Form Page 1 of 6 F ( ) I i OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE ..�_ . Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 13522 NORD CANA HIGHWAY City State ZIP Code Company MAIC Number CHiCO California 95973 SECTION C -- BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: Q Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, AR/AE, AR/A1—A30, AR/AH, AR/A0. Complete items C2.a—h below according to the building diagram specified in item A7. In Puerto Rico only, enter meters. Benchmark Utilized: G-848 Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 Q NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) Q feet ❑ meters b) Top of the next higher floor ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) ® feet ❑ meters d) Attached garage (top of slab) Z feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 156, 4 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 153.5 ❑x feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 154. 6 Q feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including ❑x feet ❑ meters `} structural support tip..._..... . SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFiCATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? XYes ❑ No ❑ Check here if attachments. Certifier's Name License Number JOSEPH F DOMINICK, iII LS 5110 �� l-�Nf-� 5'J ,Q D 0%/ Title SURVEYOR V ,� �',� 0 Company Name --D Place DOMINICK'S - CiVIL ENGINEERING AND SURVEYINGL 51. 10 Seal Address t PO BOX 1216 - 406 PINE STREET City State ZIP Code RED BLUFF California 96080 Signatur ___��_._ Date Telephone 06/13/2017 (530) 529-3560 Cop 9-`p ages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. C&Kments (including type of equipment and location, per C2(e), if applicable) FEMA Form 086-0-33 7/15 Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 13522 NORD CANA HIGHWAY City State ZIP Code Company NAIC Number CHICO California 95973 SECTION E -- BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. 1n Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet El meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet Orneters, ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F -- PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property owner or Owner's Authorized Representative's Name JOSEPH F DOMINICK, III Address City State ZIP Code PO BOX 1216 RED BLUFF California 96080 Signature , Date Telephone ,. 06/13/2017 (530) 529-3560 i (E) Office —\ r,� 65'x55' (E) Septic/Leach (E) Scale House (E) House 22x18' / 50'x40' (E) Septic/Leach Proposed solar array location,/ �8, (E) Domestic � 0 Well �1 1 (E) Septic/L$ach X100' E) Huller J\( Domestic i2,259sgf� WWII� (E) Utility Transformer pad mount ry At Meter I At Array (E) 1600A, 277/480V, 3ph, 4W Meter Panel (E) AC Disconnect Square D #BP034160E Q 1600A, 480V, Nema-311, bolted pressure switch g w/ viewing window, 1200A Fuses O(E) Panel 'PV 1600A, 480/277V, 3ph, 4W, Nema-3R Freestanding (E) Panel 'PVA` 400A,277/480V, 30,4W, N -3R -� (E) Panel'PVB' 400A, 277/480V, 30,4W, N -3R HO ABC 3/O UFER 11F4 O(N) Panel'PVC 400A, 277/480V, 30,4W, N-311 Inverter'Af SMA Sunny Tripower Sunny Tripmer Sunny Tripower STP 2400M46.10 -US -10 SMA -10 -10 0 ❑ SMA 3 strings of 14 REC ® REC315PE 315W PV Solar 4 C Panels ( Strings 1-3 ) Sunny 3 strings of 14 REC � REC315PE 315W PV Solar STP 12000TL-US-10 Panels ( Strings 4-6 ) 15A Nema-311 enclosure finger w/ 120V power for safe fuse monitoring 0 DC power supply 3kVA Transformer 60VA, 2.5A, 24V 1ph, 277V to 1ph, 120V #12 Nema-3R Controller/Webbox 30VA, 24V DC Communications cabling to inverters Inverter Bi SMA Sunny Tripower STP 24MM-US-10 3 strings of 14 REC REC315PE 315W PV Solar Panels ( Strings 55-57 ) 3 strings of 14 REC REC315PE 315W PV Solar Panels ( Strings 58-60 ) Inxerter'A2' SMA Sunny TdWwer STP 240001L-05-10 SMA Sunny Tripower STP 24000TL-US-10 Inverter B2' SMA Sunny Tripower STP 240001E -US -10 3 strings of 14 REC REC315PE 315W PV Solar Panels ( Strings 7-9 ) 3 strings of 14 REC REC315PE 315W PV Solar Panels ( Strings 10-12 ) 3 strings of 14 REC REC315PE 315W PV Solar Panels ( Strings 19-21) 3 strings of 14 REC REC315PE 315W PV Solar Panels ( Strings 22-24 ) 3 strings of 13 REC REC315PE 315W PV Solar Panels ( Strings 61-63 ) 3 strings of 13 REC REC315PE 315W PV Solar Panels ( Strings 64-66 ) Inverter'Cl' SMA Sunny Tripower Inverter W Sunny Tripower Inverter B5' -US -10 SMA -10 -10 0 ❑ SMA 3 strings of 14 REC ® Sunny Tripower 4 C C F Sunny Tripower � REC315PE 315W PV Solar STP 12000TL-US-10 Panels ( Strings 16-18 ) 3 strings of 18 REC STP 300001E -1S-10 REC315PE 3115W PV Solar REC315PE 315W PV Solar ❑ REC315PE 315W PV Solar 00 Panels ( Strfings 129-131 ) MBe Panels ( Strings 105-107 ) ® K 1 ® #8 #8 3 strings of 18 REC 3 strings of 18 REC 3 strings of 18 REC C F 4 B Panels ( Strings 108-110 ) ) Panels ( Striings 132-134Eiul Provide readily accessible capability to Panels ( Striings 114-116 ) Panels ( Strings 120-122 ) 2 strings of 20 REC fuse(s),switch(es) and their accessories THROUGH (5) RAPID SHUTDOWN OF as required and defined in California PV SYSTEMS ON BUILDINGS Electrical Code 3 strings of 18 REC Cz x REC315PE 315W PV Solar LO M REC315PE 315W PV Solar Panels ( Strings 73-74) _ K 1 Panels ( Strings 75-77 ) #8 3 strings of 18 REC REC315PE 315W PV Solar Panels ( Strings 78-80 ) Inverter'Cl' SMA Sunny Tripower Sunny Tripmer Sunny Tripower SIP 300001E -US -10 SIP 300001E -US -10 -10 0 ❑ ® 3 strings of 14 REC ® C F 4 C C F 4 B 3 strings of 14 REC � REC315PE 315W PV Solar 3 strings of 19 REC Panels ( Strings 16-18 ) 3 strings of 18 REC 3 strings of 18 REC REC315PE 315W PV Solar REC315PE 3115W PV Solar REC315PE 315W PV Solar REC315PE 315W PV Solar REC315PE 315W PV Solar 1 Panels ( Strfings 129-131 ) MBe Panels ( Strings 105-107 ) K 1 K 1 #8 #8 #8 3 strings of 18 REC 3 strings of 18 REC 3 strings of 18 REC REC315PE 315W PV Solar 3 Panels ( Strings 108-110 ) Inverter'C6' Inverter'C2' SMA Sunny Tripower Sunny Tripmer Sunny Tripower SIP 300001E -US -10 SIP 30000IL-US-10 O❑ -10 0 ❑ ® 3 strings of 14 REC ® C F 4 C C F 4 B 3 strings of 14 REC � REC315PE 315W PV Solar 3 strings of 19 REC Panels ( Strings 16-18 ) 3 strings of 18 REC 3 strings of 18 REC REC315PE 315W PV Solar REC315PE 3115W PV Solar REC315PE 315W PV Solar REC315PE 315W PV Solar REC315PE 315W PV Solar 1 Panels ( Strfings 129-131 ) MBe Panels ( Strings 111-113 ) K 1 K 1 #8 #8 #8 #8 3 strings of 18 REC 3 strings of 18 REC REC315PE 315W PV Solar 3 REC315PE 315W PV Solar ) Panels ( Striings 132-134Eiul Provide readily accessible capability to Panels ( Striings 114-116 ) SMA SMA Sunny Tripower Sunny Tripmer Sunny Tripower SIP 300001E -US -10 517 3000OTL4 O❑ -10 O❑ ® 3 strings of 14 REC ® C F 4 C Panels ( Strings 13-15 ) C F 3 strings of 14 REC � REC315PE 315W PV Solar 3 strings of 19 REC Panels ( Strings 16-18 ) 3 strings of 18 REC 3 strings of 18 REC REC315PE 315W PV Solar REC315PE 3115W PV Solar REC315PE 315W PV Solar REC315PE 315W PV Solar REC315PE 315W PV Solar 1 Panels ( Strfings 129-131 ) MBe Panels ( Strings 123-125 ) K 1 K 1 #8 #8 3 strings of 19 REC #8 3 strings of 18 REC 3 strings of 18 REC REC315PE 315W PV Solar 3 REC315PE 315W PV Solar ) Panels ( Striings 132-134Eiul Provide readily accessible capability to Existing Solar Array Inverter'A3' SMA SMA Sunny Tripmer Sunny Tripower SIP 24000TL-US-10 ON LO 517 3000OTL4 5TP 3000011 -US -10 O❑ O❑ 3 strings of 14 REC ® REC315PE 315W PV Solar Panels ( Strings 13-15 ) C F 3 strings of 14 REC � REC315PE 315W PV Solar � Panels ( Strings 16-18 ) Inverter B3' SMA Sunny Tripower STP 24000TL-US-10 ❑ Panel 'PVAA' 225A, 277/480V, 30,4W, N-311 3 strings of 13 REC REC315PE 315W PV Solar Panels ( Strings 67-69 ) 3 strings of 13 REC REC315PE 315W PV Solar Panels ( Strings 70-72 ) O(N) Panel 'PVBB' 200A,277/480V,� 30, 4W, N-311 O Inverter'C3' III SMA STP 300001E-05.10 Sunny Tripower Sunny Tripower ON LO 517 3000OTL4 5TP 3000011 -US -10 O❑ O❑ C F ® ® C F C F 4 B � 3 strings of 18 REC � U 3 strings of 18 REC 3 strings of 18 REC REC315PE 315W PV Solar 3 REC315PE 315W PV Solar REC315PE 315W PV Solar REC315PE 315W PV Solar 1 Panels ( Strings 99-101 MBe Panels ( Strings 123-125 ) Panels ( Strings 117-119 ) K 1 K 1 #8 #8 #8 3 strings of 18 REC 3 strings of 18 REC REC315PE 315W PV Solar 3 REC315PE 315W PV Solar REC315PE 315W PV Solar Provide readily accessible capability to Panels ( Strings 126-128 ) Panels ( Strings 120-122 ) Inverter'C4' SMA 6/5/17 STP 300001E-05.10 Sunny Tripower e ON LO 517 3000OTL4 5.10 C O❑ i C F ® B C F 4 B 3 strings of 18 REC � 3 strings of 18 REC � U 3 strings of 18 REC REC315PE 315W PV Solar 3 REC315PE 315W PV Solar REC315PE 315W PV Solar 3 K 1 Panels ( Strings 99-101 MBe Panels ( Strings 123-125 ) #8 K 1 3 strings of 18 REC #8 #8 3 strings of 18 REC 3 strings of 18 REC REC315PE 315W PV Solar 3 REC315PE 315W PV Solar 3 REC315PE 315W PV Solar Panels ( Strings 102-104 ) Provide readily accessible capability to Panels ( Strings 126-128 ) A THREE LINE DIAGRAM N.T.S. Inverter'AA1' SMA Sunny Tripower 59 240001E -US -10 Inverter'AA5' SMA Sunny Tripower STP 24000TL41S-10 3 strings of 14 REC REC315PE 315W PV Solar Panels ( Strings 25-27 ) 3 strings of 14 REC REC315PE 315W PV Solar Panels ( Strings 28-30 ) 3 strings of 14 REC REC315PE 315W PV Solar Panels ( Strings 49-51 ) 3 strings of 14 REC REC315PE 315W PV Solar Panels ( Strings 52-54 ) Inverter BBf SMA 6/5/17 STP 300001E-05.10 Sunny Tripower e ON LO STP 30000TL-US-10 4 C O ❑ i C F ® B C F 4 B 3 strings of 18 REC � 3 strings of 18 REC � U 3 strings of 18 REC REC315PE 315W PV Solar 3 REC315PE 315W PV Solar REC315PE 315W PV Solar 3 K 1 Panels ( Strings 99-101 MBe Panels ( Strings 81-83 ) #8 K 1 3 strings of 18 REC #8 4-1 3 strings of 18 REC strings of 18 REC REC315PE 315W PV Solar 3 REC315PE 315W PV Solar 3 Panels ( Strings 84-86 ) Inverter'AA2' SMA Sunny Tripmer STP 240001E -US -10 ❑ Inverter'AA4' SMA Sunny Tripower STP 240001E -US -10 REC315PE 315W PV Solar Panels ( Strings 31-33 ) 3 strings of 14 REC REC315PE 315W PV Solar Panels ( Strings 34-36 ) 3 strings of 14 REC REC315PE 315W PV Solar Panels ( Strings 43-45 ) 3 strings of 14 REC REC315PE 315W PV Solar Panels ( Strings 46-48 ) Inverter11132' SMA 6/5/17 STP 300001E-05.10 Sunny Tripower e ON LO STP 30000TL4)S-10 4 C 0 ❑ i C F 4 B 3 strings of 18 REC � 3 strings of 18 REC � U 3 strings of 18 REC REC315PE 315W PV Solar 3 REC315PE 315W PV Solar REC315PE 315W PV Solar 3 K 1 Panels ( Strings 99-101 MBe Panels ( Strings 87-893 #8 82 #8 3 strings of 18 REC 3 strings of 18 REC 4-1 strings of 18 REC REC315PE 315W PV Solar 3 PEC315PE 315W PV Solar 3 REC315PE 315W PV Solar Panels ( Strings 102-104 ) Provide readily accessible capability to Panels( Strings 90-92 ) SMA Sunny Tripower 6/5/17 STP 300001E-05.10 CS e ON LO ® 4 C C F i C F 4 B 3 strings of 18 REC � 3 strings of 18 REC � U REC315PE 315W PV Solar 3 REC315PE 315W PV Solar 3 3 K 1 Panels ( Strings 99-101 O Panels ( Strings 93-95 ) #8 82 #8 3 strings of 18 REC 3 strings of 18 REC 4-1 REC315PE 315W PV Solar 3 PEC315PE 315W PV Solar 3 Panels ( Strings 96-98 ) Panels ( Strings 102-104 ) Provide readily accessible capability to COMPLY WITH CALIFORNIA circuit breaker(s), disconnect(s), ELECTRICAL CODE — 690.12(1) fuse(s),switch(es) and their accessories THROUGH (5) RAPID SHUTDOWN OF as required and defined in California PV SYSTEMS ON BUILDINGS Provide separate grounding conductor from main electric service panel to remote structures and remote subpanels CEC Art. 250.32(D) COMPLY WITH CALIFORNIA ELECTRICAL CODE— AR77CLE 250 REQUIREMENTS FOR GROUNDING AND BONDING Inverter'AA3' SMA Sunny Tripower STP 240001E -US -10 ❑ REC315PE 315W PV Solar Panels ( Strings 37-39 ) 3 strings of 14 REC REC315PE 315W PV Solar Panels l Strinas 40-421 Inverter BB3' SMA 6/5/17 Sunny Tripower CS STP 30000TL415-10 ON LO O❑ RS ® C� i C F 4 B � 3 strings of 18 REC � U REC315PE 315W PV Solar 3 _ K 1 Panels ( Strings 93-95 ) 0 82 #8 3 strings of 18 REC 4-1 REC315PE 315W PV Solar 3 Panels ( Strings 96-98 ) Provide readily accessible capability to czO circuit breaker(s), disconnect(s), fuse(s),switch(es) and their accessories as required and defined in California Electrical Code Label, circuit breaker(s), disconl7_-ct(s), fuse(s),switch(es) and their accessories, to identify their location and or equipment PERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE—,� Q�pEESSrpN�` "CQHER R s�_-p %VN 20018 � ELECTRICAL OFC LU M � d7 o r � U Ind ■■■ t co � oZt °�° 00 o Ili LL j � U W N `� U 0 p LL V o U Ln J MCC C O IIiS H Q C LLJ Cfl W ISIS;-- .._. L'<cgp,ISFED „"CPK CF _HICC--.0'?IC AH; _...:_ .ECC°_I^.TEC. ELE N0. ISSUE DATE 0 SHEET: E-1 DATE: 6/5/17 ENGR: CS DRAWN: ON LO CHECKED: RS PROJECT #: C� i U � � U ct U 4-1 ''d czO P.1 Cz x N N LO M SHEET: E-1 DATE: 6/5/17 ENGR: CS DRAWN: CW CHECKED: RS PROJECT #: 17-4602 SHEET: E-1 POLE NO. C.B. AMP/P LOAD KVA PER PHASE LOAD C.B. AMP/P POLE NO. KVA A B C KVA 1 250/3 NEW PANEL'PVC' 60.0 132.2 132.01 1 132.0 72.2 PANEL'PVA 400/3 2 3 60.0 72.0 4 5 60.0 72.0 6 7 5 1 4.0 100% 88.0 88.0 88.0 EXISTING PANEL 'PVB' 400/3 8 9 48.0 48.0 1.04 88.0 10 11 8 9 40.0 8.0 88.0 88.0 12 13 8.0 12 13 5013 INVETER 'B5' 10.0 18.0 18.0 14 15 INVERTER '63' 4013 1.04 15 10.0 8.0 16 17 10.0 8.0 18 CONN. CONNECTED KVA PER PHASE DEMAND 78.0 78.0 18 19 277/480V,3PHAw 400 AMP 400 AMP 18 SURFACE 3R 14k PANEL PVB O LOAD SUMMARY (KVA) RECEPTACLES (FIRST 10 KVA) RECEPTACLES (OVER 10 KVA) NON -CONTINUOUS LOADS CONTINUOUS LOADS CONN. FACTOR DEMANE 234.0 20 21 TOTAL 234.0 292.5 TOTAL DEMAND LOAD AMPS 22 23 24 CONNECTED KVA PER PHASE 220.2 220.0 220.0 VOLTS: 277/48OV,3PH,4w MAIN LO: 1600 AMP PANEL BUS: 1600 AMP POLES: 24 PV MOUNTING: SURFACE EXISTING NEMA: 3R O AIC: LOAD SUMMARY (KVA) RECEPTACLES (FIRST 10 KVA) RECEPTACLES (OVER 10 KVA) NON -CONTINUOUS LOADS CONTINUOUS LOADS CONN. FACTOR DEMANE 660.2 100% 50% 100% 125% 825.3 TOTAL 660.2 825.3 TOTAL DEMAND LOAD AMPS 992.6 POLE NO. C.B. AMP/P LOAD AMPS @ 95° C KVA PER PHASE TEMP FACTOR LOAD C.B. AMP/P POLE NO. KVA A B C KVA 1 20/3 INVERTER'84' 4.0 12.0 12.0 10.5 8.0 INVERTER'131' 40/3 2 3 4.0 8.0 4 5 1 4.0 100% 12.0 8.0 6 7 200/3 PANEL'PVBB' 40.0 48.0 48.0 1.04 8.0 INVERTER 'B2' 4013 8 9 40.0 8.0 10 11 40.0 48.0 8.0 12 13 5013 INVETER 'B5' 10.0 18.0 18.0 18.0 8.0 INVERTER '63' 4013 1.04 15 10.0 8.0 [:14 16 17 10.0 8.0 18 CONN. CONNECTED KVA PER PHASE DEMAND 78.0 78.0 78.0 VOLTS: MAIN LO: BUS: POLES: MOUNTING: NEMA: AIC: 277/480V,3PHAw 400 AMP 400 AMP 18 SURFACE 3R 14k PANEL PVB O LOAD SUMMARY (KVA) RECEPTACLES (FIRST 10 KVA) RECEPTACLES (OVER 10 KVA) NON -CONTINUOUS LOADS CONTINUOUS LOADS CONN. FACTOR DEMANE 234.0 100% 50% 100% 125% 292.5 TOTAL 234.0 292.5 TOTAL DEMAND LOAD AMPS 180.4 351.8 FEEDER CONDUCTOR AMPS @ 75° C AMPS @ 95° C LOCATION TEMP FACTOR MAX QTY (CONDUCTORS %AMPACITY LOAD AMPS @ 125% CAPACITY OCP RATING PASS 1 10 35 40 SHADE STRUCTURE 0.76 14 50% 10.5 15.2 15A YES 2 8 50 55 UNDERGROUND 1.04 3 100% 45.25 50 50A YES 3 3/0 200 225 UNDERGROUND 1.04 3 100% 180.4 200 200A YES 4 (2)_9,f \J 400 450 UNDERGROUND 1.04 3 100% 270.6 400 300A YES 5 (2 400 450 UNDERGROUND 1.04 3 100% 351.8 400 400A YES System La out Info. Panel Type REC315PE Angle of Inclination - Panel Tilt 300 Azimuth Angle 1800 Total # of Panels 1200 Total # of Inverters 11 Total KiloWatts 378.00kW DC Meter I 57P322 REC Solar Module Model Name REC315PE Nominal Power (PMPP) 315W Watt Class Sorting 0/+5 Nominal Power Voltage (VMPP) 37.5V Nominal Power Current (IMPP) 8.40A Open Circuit Voltage (VOC) 45.8V Short Circuit Current (ISC) 8.93A Panel Efficiency 16.4% Max System Voltage DC 1000V Fuse rating 25A Dimensions in Inches 77.5 x 39 x 1.75 Tem nature Coefficient -0.270/o/°C Sunny Tripower Inverters STP30000TL-US-10 Input (DC) 3080OW Max. recommended PV power (@ module STC) Max. DC voltage 1000V Rated MPPT voltage range 50OV-800V MPPT operating voltage range 15OV-1000V Min. DC voltage/start voltage 15OV/188V Number of MPP tracker inputs 2 Max, input current(per MPP tracker input 66A/33A Output (AC) DC 1000V AC nominal power 3000OW Max. AC apparent power 30000VA Output phases/line connections 3/3 -N -PE, 3 -PE Nominal AC voltage 480/277V WYE AC voltage range 244V -305V Rated AC grid frequency 6011z Max. output current 36.2A Power factor at rated power/adjustable displacement 1/0.0 lead -0.0 lagg Harmonics <3% Efficiency 50/3 Max. efficiency 98.6% CEC efficiency 98.0% General data 11 Dimensions (WxHxD) 26.2"x25.6"x10.4" Weight 121lbs Operating temperature! range -25°C - +60°C Topology Transformerless System La out Info. Panel Type REC315PE Angle of Inclination - Panel Tilt 300 Azimuth Angle 1800 Total # of Panels 1,036 Total # of Inverters 13 Total KiloWatts 326.34kW DC Meter 57P322 REC Solar Module Model Name REC315PE Maximum Power Rating (Pmax) 315W Measurement Tolerance 0/+5 Open Circuit Voltage (Voc) 45.5V Short Circuit Current (Isc) 9.09A Maximum power Voltage (Vmp) 36.8V Maximum power Current (Imp) 8.62A Normal operating cell temperature (NOCT) 46.6°C Maximum System Voltage DC 1000V Fuse rating 20A Dimensions in Inches 77.5 x 39 x 1.75 Module Efficiency 16.1% Tem nature Coefficient -0.27%/0C POLE NO. C.B. AIMP/P LOAD Input (DC) KVA PER PHASE 12250W LOAD C.B. AMP/P POLE NO. KVA A B C KVA 1 50/3 INVERTER'C4' 10.0 20.0 20.0 20.0 20.0 1 20.0 20.0 20.0 20.0 20.0 10.0 INVERTER'C1' 50/3 2 3 10.0 10.0 4 5 10.0 10.0 6 7 50/3 INVERTER'C5' 10.0 10.0 INVERTER'C2' 50/3 8 9 10.0 10.0 10 11 10.0 10.0 12 13 5013 INVERTER 'C6' 10.0 10.0 INVERTER 'C3' 50/3 14 15 10.0 10.0 16 17 10.0 10.0 18 10.0 50/3 CTED KVA PER PHASE 17 60.0 60.0 60.0 VOLTS: MAIN LO: BUS: POLES: MOUNTING: NEMA: AIC: 277/48OV,3PH,4w 400 AMP 400 AMP 18 SURFACE 3R 25k PANEL PVC O LOAD SUMMARY (KVA) RECEPTACLES (FIRST 10 KVA) RECEPTACLES (OVER 10 KVA) NON -CONTINUOUS LOADS CONTINUOUS LOADS CONN. FACTOR DEMAND 180.0 100% 50% 100% 125% 225.0 TOTAL Kva: 1 180.0 FACTOR 225.0 TOTAL CONNECTED LOAD AMPS: 100% 50% 100% 125% 216.8 TOTAL DEMAND LOAD AMPS: 1 120.0 270.6 POLE NO. C.B. AMP/P LOAD Input (DC) KVA PER PHASE 12250W LOAD C.B. AMP/P POLE NO. KVA A B C KVA 1 5013 INVERTER 'BB4' 10.0 20.0 10.0 10.0 20.0 10.0 10.0 20.0 1 10.0 10.0 10.0 INVERTER 'BB 1' 50/3 2 3 10.0 10.0 4 5 10.0 10.0 6 7 24000VA Output phases/line connections 3/3 -N -PE 10.0 INVERTER'BB2' 5013 8 9 244V -305V 244V -305V Rated AC grid frequency 10.0 10 11 14.4A 29A Power factor at rated power/adjustable displacement 10.0 12 13 <3% <3% Efficiency 10.0 INVERTER'BBT 50/3 14 15 CEC efficiency 97.5% 98.0% 10.0 16 17 Dimensions (WxHxD) 26.2"x25.6"x10.4" 26.2"x25.6"x10.4" 10.0 18 121lbs 50/3 CTED KVA PER PHASE 40.0 40.0 40.0 VOLTS: MAIN LO: BUS: POLES: MOUNTING: NEMA: AIC: 277/480V,3PH,4w 200 AMP 200 AMP 18 SURFACE 3R 25k PANEL P V B B O LOAD SUMMARY (KVA) RECEPTACLES (FIRST 10 KVA) RECEPTACLES (OVER 10 KVA) NON -CONTINUOUS LOADS CONTINUOUS LOADS CONN. FACTOR DEMAND 120.0 100% 50% 100% 125% 150.0 TOTAL Kva: 1 120.0 150.0 TOTAL CONNECTED LOAD AMPS: 144.5 TOTAL DEMAND LOAD AMPS: 180.4 Sunny Tripower Inverters 12000TL-US 24000TL-US Input (DC) Max. recommended PV power (@ module STC) 12250W 2450OW Max. DC voltage 1000V 1000V Rated MPPT voltage range 30OV-800V 450V -800V MPPT operating voltage range 150V -1000V 150V -1000V Min. DC voltage/start voltage 150V/188V 150V/188V Number of MPP tracker inputs 2 2 Max. input current/per MPP tracker input 66A/33A 66A/33A Output (AC) v X AC nominal power 12000W 24000W Max. AC apparent power 12000VA 24000VA Output phases/line connections 3/3 -N -PE 3/3 -N -PE Nominal AC voltage 480/277V WYE 4801277V WYE AC voltage range 244V -305V 244V -305V Rated AC grid frequency 60Hz 60Hz Max. output current 14.4A 29A Power factor at rated power/adjustable displacement 1/0.0 lead -0.0 lagg 1/0.0 lead -0.0 lagg Harmonics <3% <3% Efficiency W I Max. efficiency 98.2% 98.5% CEC efficiency 97.5% 98.0% General data Dimensions (WxHxD) 26.2"x25.6"x10.4" 26.2"x25.6"x10.4" Weight 121lbs 121lbs Operating temperature range -25°C - +60°C -25°C -+600C Topology 1 Transformerless 1 Transformerless M O 0 o �- CD � � U U r CO O i O CO O LO M cv v X 0 LL rn rn ., 11 - r1_') U y - C ., Ii U J C> O (U W I co L'ic 6 l•CR CF r•. _LRI EE CL=_! 71 1 � c'CE W IR C '.SEh C' ^ICC=:EC7211. No. ISSUE DATE 0 E-2 O O 3/4"C. w/ (2) *10 PV Wire (strings 140) to Inverter 'C6' 140 too 1 140 1 140 139 140 140 140 140 tqo 140 140 140 140 1qo 140 140 140 140 lqo 137 137 1 138 138 138 138 138 139 139 1 139 1 139 137 137 138 138 138 138 138 139 139 139 139 137 137 1 138 138 138 138 t39 139 139 139 139 137 138 138 138 138 1 138 1 139 1 139 139 139 1 139 1"C. w/ (8) #10 PV Wire (strings 138-140, 137 jumper) Inverter'C5' to Inverter 'C6' IT Inverter 'C6' 137 137 137136 126 136 136 136 135 135 135 135 135 134 134 134 134 134 137 137 137 136 136 136 t36 136 135135 131 135 135 134 134 134 134 134 137 137 137 136 136 136 136 136 135 135 135 135 L35 134 134 134 134 137 137 137 136 136 136 136 136 135 135 135 135 135 134 134 134 134 1-1/4"C. w/ (12) #10 PV Wire (strings 129-133, 134 jumper) to Inverter 'C5' 11 125 126 126 126 126 127 127 127 127 127 128 128 128 128 t29 129 -129 129 129 130 121 121 130 130 131 131 131 131 131 132 132 132 132 133 133 133 133 133 125 126 126 126 126 127 127 127 127 tz7 1a8 1z8 1z8 128 1z9 129 lzg tzq t29 130 121 30 130 130 131 131 131 131 13z 132 13z t3z 13z 118 118 117 117 t33126 175 126 126 126 126 127 127 127 127 128 128 128 l28 128 129 129 129 12q 129 130 g13011,,30 0 130 131 131 131 131 131 132 t32 132 132 132 133 133 133 133 133126 125 126 126 126 tz6 127 127 127 127 128 1z8 1z8 1z8 1z8 129 lz9 129 lzq 130 130 121 o t3o 131 tat 131 13t 131 13z 132 132 132 132 133 133 133 133 134 Or 1-1/4"C. w/ (8) #10 PV Wire (strings 126-128, 125 jumper) to Inverter 'C4' Inverter 'C3' Inverter 'C4' 125 125 125 125 124 124 124 124 123 123 123 123 1 122 122 122 122 121 121 121 121 121 120 120 120 120 119 119 119 119 119 118 118 118 1t8 117 117 117 125 125 125 125 124 124 124 124 123 123 123 1o6 105 122 122 122 122 121 121 121 121 121 120 120 ]20 120 119 119 lig 119 119 118 118 118 118 117 117 117 175 125 125 125 124 124 124 124 124 123 123 Iti 122 122 122 122 122 121 121 1'11 121 120 120 120 120 120 119 119 119 119 118 118 118 118 118 117 ll7 125 125 125 125 12q 124 124 12Q 124 123 t23 106 122 122 122 122 122 121 121 121 121 120 120 120 120 120 119 119 119 119 tib t$ tib 118 118 117 117 <W 01 3/4"C. w/ (2) #10 PV Wire (strings 117 jumper) to Inverter 'C3' 1-1/4"C. w/ (10) #10 PV Wire (strings 105-107, 108 jumper) to Inverter 'Cl' 108 108 108 107 107 107 107 107 1o6 to6 106 106 toy toy toy toy 105 toq toq 104 toq 103 103 103 103 103 toe toe 102 toz tot tot lot tot tot too too 100 108 108 108 107 107 107 107 107 106 106 106 1o6 105 toy 105 105 105 lOQ too too 104 103 103 103 103 103 102 tot 102 102 lot tot 101 101 lot too too too 108 108 l08 108 to7 107 107 107 106 106 106 106 106 toy toy toy toy toq loq 104 too 104 103 to3 l03 to3 toz toe toz toe loa tot tot tot tot too too 100 to8 108 io8 108 ]07 107 107 107 106 106 l06 106 106 105 toy toy ]OS 104 lOQ 104 loq 104 103 103 103 103 102 tot 102 102 102 101 101 tot 101 too 10o too Or Inverter 'Cl' Inverter 'C2' Panel 'PVC' 4 moo W raisedon platform. ___________iii_�1 ------------------- __ _ _ _ _ _ _ _ _ 46 i _ look �q ____ i i iiiii w � �4 J6 .�r �. 4. iy.-. N 244 @I" SITE ELECTRICAL PLAN — 50'-0" F Panel 'PVB' 1-1/4"C. w/ (10) #10 PV Wire Panel 'PVBB' (strings 101-104, 100 jumper) Inverter'BB3' to Inverter 'BB4' Inverter '1364' 91 92 92 92 92 93 93 93 93 93 94 94 94 94 95 95 95 95 95 96 96 96 96 97 97 97 97 97 98 98 98 98 99 99 99 99 99 too 91 92 1 92 92 92 93 93 93 93 93 94 94 1 94 1 94 1 95 1 95 1 95 95 9.5 96 96 96 96 1 97 97 97 1 97 1 97 1 98 1 98 98 98 1 99 99 99 99 99 100 92 92 92 92 92 93 93 93 93 94 94 94 94 94 95P�5:Rl 88 88 95 96 96 96 96 96 97 97 97 97 98 98 98 98 98 99 99 99 99 too too 92 92 92 92 92 93 93 93 93 94 94 94 94 94 95 88 88 95 96 96 96 96 96 97 97 97 97 1 98 1 98 98 98 98 99 1 99 99 99 too too o , I 3/4"C. w/ (4) #10 PV Wire Inverter '135' (strings 92, 91 jumper) Inverter'BB1' to Inverter 'BB2' Inverter '1362 91 91 91 91 90 90 90 90 89 89 89 89 89 88 88 88 88 87 87 87 87 87 86 86 86 86 85 85 85 85 85 84 84 84 84 83 83 g3 91 91 91 91 90 90 90 90 89 89 89 89 89 88 88 88 88 87 87 87 87 87 86 86 86 86 85 85 85 85 85 84 84 84 84 83 83 83 91 91 91 91 90 90 90 go 90 89 89 89 89 88 88 88 88 88 87 87 87 87 86 86 86 86 86 85 85 85 85 84 84 84 84 84 83 83 91 91 91 91 90 qo 90 90 qo 89 89 89 8g 88 88 88 88 88 87 87 87 87 86 86 86 86 86 85 85 85 85 84 84 84 84 84 83 83 oz 1-1/4"C. w/ (14) #10 PV wire 1-1/4"C. w/ (14) #10 PV Wire (strings 81-82, 83 jumper) (strings 75-80, 83 jumper) to Inverter'BB1' r to Inverter 'BT 75 75 75 75 76 76 76 76 76 77 77 77 77 78 78 78 78 78 79 79 79 79 80 80 80 80 80 81 81 81 81 81 82 82 82 82 83 83 75 75 75 75 76 76 76 76 76 77 77 77 77 78 78 78 78 78 79 79 79 79 80 80 80 80 80 81 81 81 81 8t 82 82 82 82 83 83 75 75 75 75 75 76 76 76 76 77 77 77 77 77 78 78 78 78 79 79 79 79 79 80 80 80 80 81 81 8- 81 82 82 82 82 82 83 83 75 75 75 75 75 76 76 76 76 77 77 77 77 77 7g 7g 7g 7g 79 79 79 79 79 go 80 80 80 81 81 8t St 82 Sz 82 82 82 83 83 Ol .•I..G--*�PV STRINGING PLAN1 20 -0 IN 1p!(E) Meter Panel (E) AC Disconnect _� 7l�rs.a•ii aiw Sheet Notes O1 Solar System Point of Connection shall be on the supply side of the main service disconnecting means as per NEC 705.12 and 230.82. The connection is to be made at the end of the vertical bus of the distribution section to the right of the utility metering section. THis tap will be re -certified by a field evaluation per UL 891, issued 2005/07 Edition 11th, UL Standard for Safety, Switchboards. OExisting Nema-311, 1600A Bolted Pressure Disconnect Switch, Square D #BP034160E. Replace existing 800A fuses with 1200A fuses. <3> #10 copper ground will be used in an equipment ground to connect the module frames. Use only the indicated location on the module or the warranty may be invalidated. Follow the rack manufacturer's instructions on bonding of the module racking. OIntegral fused PV string combiner with (6) 15a fuses per MPP Tracking. O5/8" x 8'-0" copper clad ground rod with #6 AWG Cu. conductor landing in an approved lug on the structure per NEC 690-47(d). O6 Install 5/8" x 8'-0" ground rod and #6 AWG Cu. conductor. Bond to existing ground system. OSolar AC Combiner Panel. Identify with a permanent placard that it is not to be used for power distribution to any customer loads. O8 Existing Ufer ground at Panel 'PVA'. Bonded to existing service ground. Feeder Schedule #10 AWG Cu. PV wire, 2 per String, #10 Cu. GRD. 0 1"C. w/ (4) #8 THWN-2 Cu., #8 THWN-2 Cu. GRD. 0 2"C. w/ (4) #3/0 THWN-2 Cu., #6 THWN-2 Cu. GRD. ® (2) 2"C. w/ (3) #3/0 THWN-2 Cu., #4 THWN-2 Cu. neutral, #4 THWN-2 Cu. GRD. t� (2) Existing 2"C. w/ (3) #3/0 THWN-2 Cu., #1/0 THWN-2 Cu. neutral, #3 THWN-2 Cu. GRD. N.T.S. Approved Lug on Rack #6 AWG Copper Ground Wire Approved Clamp 5/8" x 8' Copper Clad Ground Rod Y GROUNDING DETAIL i, : M COUNTY DEVELOPMENT SERVICES REVIEWED FOR // �_%�ODE COMPLIANCE BY 60z--.141 Q�o�tiSslo,y� f �QHER R <4 V No./go018 r ELECTRICAL s' P TgT�OF CA:.1F���� co O \ DATE: `! ENGR: r., o r � � U CHECKED: � U 0) 0000 ^ 00 a� C:) o U M O AA�i � � U 0 L MA (Dc l-) lLrn rn Q � � x U � � U J c I o U LJJ co N0. ISSUE DATE 0 SHEET: E-3 DATE: 6/5/17 ENGR: CS DRAWN: ON L CHECKED: RS PROJECT #: ON U AA�i � � U � � x it a L . r.1 M x N N LO M SHEET: E-3 DATE: 6/5/17 ENGR: CS DRAWN: CW CHECKED: RS PROJECT #: 17-4602 SHEET: E-3 int j 111' single socket tee, typical 2 Grainger #4NXU8 11" single swivel socket, typical Grainger #4NXW4 finished undisturbed earth PV module, typical U -bolt assembly, typical Pro Solar #240-0178 164" PV Rail Pro Solar #210-0600 undisturbed earth 1 "' schedule 40 steel pipe, typical undisturbed earth I ..-WNG. AND V;pd� PCR 1111%P1 -P; R*�G.HFRCIN C, NS" 14P No. ISSUE DATE Ll 4'-2-' 0 FOOTING LAYOUT 06" =1'o" Fp N v R. S- rn X EX 2- -17 kp - OF,.,�cU`�/ 7017 STRRAL ONLY VINCI &14SSOCIATES ,Sityicluraf _qineers 175 E. Wilbur Road, Suite 103, Thousand Oaks, "iCA 91360 C n–snf;4qr,-?100 f–Ft0-1A.jr'-?AAq . – , vinri.qF: rn� a. DATE: 6/1/17 ENGR: JV DRAWN: CW CHECKED: JV PROJECT #: .,17-4602 SHEET: I I F I I 1 -1 1- 1 1 ---1 0 0 0 0 1 01 1 1 1 0 LO ... ..... C\ ....... '4r -j ONO 0 a 8 a O •00 0 0 U 0 0 042-11 FIERMIT# BUTTE COUNTY DEVELOPMENT SERVICES cd z REVIEWED FOR CODE COMPLIANCE C4 C4 DAT BY LO CY) T-1 4'-2-' 0 FOOTING LAYOUT 06" =1'o" Fp N v R. S- rn X EX 2- -17 kp - OF,.,�cU`�/ 7017 STRRAL ONLY VINCI &14SSOCIATES ,Sityicluraf _qineers 175 E. Wilbur Road, Suite 103, Thousand Oaks, "iCA 91360 C n–snf;4qr,-?100 f–Ft0-1A.jr'-?AAq . – , vinri.qF: rn� a. DATE: 6/1/17 ENGR: JV DRAWN: CW CHECKED: JV PROJECT #: .,17-4602 SHEET: