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HomeMy WebLinkAboutB15-0824 038-230-039IM ENGINEERING UC. If 15182 ` 8952 NEW DAWN DRIVE SACRAMENTO. CA ..95826 EmaH: gspeagr®yaboo.com GENE S. PORTER INC. (916) 362-4363 FAX (916) 362-1715 SOHNREY & SON FARMS SOLAR PROJECT SHEET: INDEX OF 10 41 SKILLIN LANE DATE: 03/17/2015 OROVILLE, CALIFORNIA 95965 JOB NO: 215-011 FOUNDATION CALCULATIONS - TOWER ARRATS SOHNREY &-SON FARMS 305.04 kW DC P. V. -INSTALLATION RACKING PROVIDED AND INSTALLED BY: UNIVERSAL RACKING SOLUTIONS / ELITE 15 PEPSI WAY DURHAM, CA 95928 INDEX TO CALCULATIONS ITEM PROJECT DESCRIPTION AND 1' SECTION VIEW OF ARRAY FRAMING 1 FRAMING DESCRIPTION, DESIGN CRITERIA, 2 LATERAL ANALYSIS FOR SEISMIC, CONFLICTING DATA 2 DESIGN, PARAMETERS, SOIL CHARACTERISTICS, PERMIT# AREA OF RESISTANCE OF STEEL PILES BUTTE COLINJY DEVELOPMENT SERVICES REVIEWED FOR PILE DRIVING MACHINE, DESIGN FORCES, CODRCOMPLIANCE DESIGN CONCLUSSIONS DATE_/ BY� h LATERAL FORCES F-1 + F-5 (MOST RESTRICTIVE HORIZONTAL DOWN) 5 LATERAL FORCES F-2 + F-6 (MOST RESTRICTIVE VERTICAL DOWN) 6 LATERAL FORCES F-3'+ F-7 (MOST RESTRICTIVE HORIZONTAL UP) 7 LATERAL FORCES F-4 + F-8 (MOST RESTRICTIVE VERTICAL UP) 8 BENDING MOMENT M-1 + M-2 DU,E 9 BENDING MOMENT M-1 + M-2 (CONTINUED) COUNTY 10 APR 15 2015 DEVELOPMENT SERVICES ENGINEERING UC. # 15182 8952 NEW DAWN DRIVE SACRAMENTO. CA ..95826 Email: gspengr@yaboo.com GENE S. PORTER INC. (916) 362-4363 FAX (916) 362-1715 SOHNREY & SON FARMS SOLAR PROJECT SHEET: 1 OF. 10 41 SKILLIN LANE DATE: 03/17/2015 OROVILLE, CALIFORNIA 95965 JOB NO: 215 — 011 Proiect Description: • Owner wants to install a 305.04 Kw DC Solar Power System on his agricultural land in rural Butte County, including a racking system to support the 984 Canadian Solar CS6X-310 P.V. Modules. • 172 = 6" x 4" x 7# Steel Piles driven at spacing shown on Engineered Plans. Minimum embedment depth = 6.92' Actual embedment may be greater. • Forces are taken from Page One of the Engineered Plans. UNIVERSAL RAC- �Q%5FESs�®\ INSERTION RAIL�cc��'���c, S POq F` CS6X31.0P31 OWdc No. J5,1 SOLAR MODULE BASE RAILq CIVIL ®� 1 ;6'.k 4"x T_LB. MAR 3 2015 c N STEEL:PILE M GRADE W ,Z W Z CL LU w m � aWo W ,W SECTION VIEW OF ARRAY FRAMING LAYOUT ARRAY SHOWN IS 3 MODULES DEEP, THE ACTUAL ARRAY IS 3 MODULES DEEP i ENGINEERING LIC. # 15182 8952 NEW DAWN DRIVE SACRAMENTO. CA ..95826 Email: gspengr®yaboo.com (916) 362-4363 FAX (916) 362-1715 SOHNREY & SON FARMS SOLAR PROJECT SHEET: 2 OF 10 41 SKILLIN LANE DATE: 03/17/2015 OROVILLE, CALIFORNIA 95965 JOB NO: 215 — 011 Framing Description: • Open mounting structure. • Array Tilt. 6 = 21' • (172) Driven Piles are 6" x 4" x 71bs. per foot. • Minimum Embedment for piles is 83" into existing soil. (Bending Moment Limiting) • Aluminum Base Rail beam attaches to steel piles. • Aluminum Insertion Rail attaches to Base Rails. Q�OFESSj Design Criteria: � S. . Pp�� ! F� • • 100 MPH Wind with Exposure— C Soil profile — Sd " 'LJ No. 15,18 • Site Class — D 017 • Seismic Design Category — D CIVIL • Ref. 2013 California Building Code (CBC) • Ref. 2013 California Electrical Code (CEC) CA NOTE: Electrical Plan by Others MAR 3 1 2015 LATERAL ANALYSIS FOR SEISMIC: Per CBC 1613.1 Scope. Exception # 3 Agricultural storage structures intended only for incidental human occupancy. The solar array is owned by and mounted in a field. It is not intended to ever have human occupancy — No Seismic Design Required. Conflicting Data: • If a conflict in data should occur between the Universal Racking Solutions Engineered Mounting System Plans and these Foundation Calculations, the installer shall contact both entities to establish which information is the most correct. DESIGN PARAMETERS v v���� VIL AR 3 1 2015 �Cpl� The solar array framing system is provided by Universal Racking Solutions. They are solely responsible for the design engineering forces used in these foundation calculations. Wind, gravity, and seismic forces act upon the solar modules. These forces are transferred to the insertion rails. The insertion rails are mounted to aluminum beams called base rails. The base rails, in turn, transfer the forces to steel piles, which are driven directly into the native soil. SOIL CHARACTERISTICS Based on this engineer's recent experience with projects in this area, and the CBC generic allowables, the resistance pressures used in these calculations are as follows.. The baseline numbers are as follows: The bearing pressure of the soil = 1,500 psf The lateral bearing pressure = 150 psf The sliding resistance of the soil = 130 psf ' These numbers may be increased by a factor of 33% for this application, and for the purposes of these calculations the following allowable pressures have been used: The bearing pressure of the soil = 2,000 psf The lateral bearing pressure = 200 psf The sliding resistance of the soil = 173 psf For the purposes of resisting the forces of the overturning moment the numbers may be increased by a factor of 2 as per Section 1806.3.4 Increase for poles. AREA OF RESISTANCE OF STEEL PILES The steel piles are provided by Elite Solar, Inc. They are manufactured in accordance with ASTM A992 (FY = 50 ksi), and are galvanized per ASTM A123. They are W6 x 74 hot dip galvanized wide flange steel beams driven directly into the undisturbed soil of the site. The posts have a 6" web and 4" flanges. The surface area on both sides of the web and flanges can be taken as area of resistance to movement. For the purposes of resisting vertical motion this totals 28 square inches per inch of embedment. For the purposes of resisting lateral motion in the N/S direction, 16 square inches per inch of embedment is allowed. Because of the extremely low profile of the mounting system in the E/W direction, specific calculations for the forces in that axis have not been included. In no case were they governing. In all cases; forces generated by wind were the governing factor. # Seismic forces do not govern. ENGINEERING .r UC. # 15182 8952 NEW DAWN DRIVE SACRAMENTO. CA ..95826 Email: gspengr©yaboo.com GENE S. PORTER INC. (916) 362-4363 FAX (916) 36 14f ESS/Oyu SOHNREY & SON FARMS SOLAR PROJECT SHEET: 3 OF 10 41 SKILLIN LANE DATE: 03/17/2015 OROVILLE, CALIFORNIA 95965 JOB NO: 215 — 011 + N0. 1 „^ A -10 DESIGN PARAMETERS v v���� VIL AR 3 1 2015 �Cpl� The solar array framing system is provided by Universal Racking Solutions. They are solely responsible for the design engineering forces used in these foundation calculations. Wind, gravity, and seismic forces act upon the solar modules. These forces are transferred to the insertion rails. The insertion rails are mounted to aluminum beams called base rails. The base rails, in turn, transfer the forces to steel piles, which are driven directly into the native soil. SOIL CHARACTERISTICS Based on this engineer's recent experience with projects in this area, and the CBC generic allowables, the resistance pressures used in these calculations are as follows.. The baseline numbers are as follows: The bearing pressure of the soil = 1,500 psf The lateral bearing pressure = 150 psf The sliding resistance of the soil = 130 psf ' These numbers may be increased by a factor of 33% for this application, and for the purposes of these calculations the following allowable pressures have been used: The bearing pressure of the soil = 2,000 psf The lateral bearing pressure = 200 psf The sliding resistance of the soil = 173 psf For the purposes of resisting the forces of the overturning moment the numbers may be increased by a factor of 2 as per Section 1806.3.4 Increase for poles. AREA OF RESISTANCE OF STEEL PILES The steel piles are provided by Elite Solar, Inc. They are manufactured in accordance with ASTM A992 (FY = 50 ksi), and are galvanized per ASTM A123. They are W6 x 74 hot dip galvanized wide flange steel beams driven directly into the undisturbed soil of the site. The posts have a 6" web and 4" flanges. The surface area on both sides of the web and flanges can be taken as area of resistance to movement. For the purposes of resisting vertical motion this totals 28 square inches per inch of embedment. For the purposes of resisting lateral motion in the N/S direction, 16 square inches per inch of embedment is allowed. Because of the extremely low profile of the mounting system in the E/W direction, specific calculations for the forces in that axis have not been included. In no case were they governing. In all cases; forces generated by wind were the governing factor. # Seismic forces do not govern. ENGINEERING LIC. # 15182 8952 NEW DAWN DRIVE SACRAMENTO. CA ..95826 Email: gspengr©yaboo.com E��� GENE S. PORTER INC. (916) 362-4363 FAX (9 16) i SOHNREY & SON FARMS SOLAR PROJECT SHEET: 4 OF 10 41 SKILLIN LANE DATE: 03/17/2015 OROVILLE, CALIFORNIA 95965 JOB NO: 215-011 CIVIL PILE DRIVING MACHINE MAR 3 1201 ffq�UF CAU����\� 5 The steel piles shall be driven into undisturbed soil using a Vermeer PD 10 Pile Driver, or equivalent. This unit has an Electronic Leveling System, and a variable down stroke speed that adjusts to suit ground conditions. This model utilizes an hydraulic vibrating ram providing 1150 hammer blows per minute. The pile driving machine shall only be used by experienced operators who have been instructed by the solar installation company in its proper use. Piles shall be clearly marked for embedment depth prior to being driven. DESIGN FORCES The design forces used in these calculations are taken from the Page One of the Engineered Plans. They are the Analysis Results for Sub -Array 2 - 3H x96W for the system provided by Universal Racking Solutions. There are two Array layouts used on this project. The forces for Sub -Array 2 are greater than the Forces for Sub -Array 1, which makes them the controlling forces. NOTE: The frame analysis results are shown on Page One of the Engineered Plans. Those results are based on the worst of four cases for each, and are the controlling force combinations. The forces are presented individually on the plans. The forces for the front and rear columns have been added together to represent a total force per column and beam set. These forces have then been shown to be resisted by the combined resistance provided by the two columns in the beam set. DESIGN CONCLUSIONS: • The embedment depth of 6.92 feet (83 inches) provides a resistance greater than the worst case scenario shown on the Frame Analysis Results Page for each of five forces. • The Universal Racking Solutions Pile Driven Mounting System is simple, but structurally sound. • There is no pile -to -pile ground interference. ( 8 x 6" = 48" < 134" OK ) • This entire system is located on rural agricultural land. • THEREFORE: Driven Piles of the size specified in the plans by Universal Racking Solutions, and properly driven to a depth of 6.92 feet (83 inches) as outlined in these calculations, are adequate to support the proposed PV System, and overcome all anticipated design loadings by safely transferning them into the soil. F GENE S. PORTER INC. ENGINEERING UC. # 15182 8952 NEW DAWN DRIVE SACRAMENTO. CA ..95826 Email: gspengr©yaboo.com (916) 362-4363 FAX (916) 362-1715 SOHNREY & SON FARMS SOLAR PROJECT SHEET: 5 OF 10 41 SIILLIN LANE DATE: 03/17/2015 OROVILLE, CALIFORNIA 95965 JOB. NO: 215 — 011 F GRADE W F- J Z d W Z � W m 2 W FORCE 1 + FORCE 5 Horizontal Force - Down Lateral Forces F-1 + F-5: (Most Restrictive Horizontal Down) F = 1,211 + 180 = 1,391 lbs. R = Surface Area of Steel Pile in N/S Axis x 200 psf. d = 83 inches A = 83" x 16 sq. in. = 1328 square inches per pile 1328 / 144 = 9.2 square feet per pile 9.2 sq. ft. x 2 piles = 18.4 sq. ft. R = 18.4 sq. ft. x 200 lbs./sq. ft. = 3,680 ft. 1,391 lbs. <_ 3,680 lbs. OK . S. P09JF � 1 No. 15,1 CIVIL 8f CAU�D��\� MAR 3 1 M5 ENGINEERING UC. # 15182 8952 NEW DAWN DRIVE SACRAMENTO. CA ..95826 EmaB: gspengr@yaboo.com GENE S. PORTER INC. (916) 362-4363 FAX (916) 362-1715 SOHNREY & SON FARMS SOLAR PROJECT SHEET: 6 OF 10 41 SKILLIN LANE DATE: 03/17/2015 OROVILLE, CALIFORNIA 95965 JOB NO: 215-011 F6 F2 6. x 4'k 7 LB. STEEL PILE, TYP. GRADE , w. E- -� Z a- W Q m W r FORCE 2 + FORGE 6 Vertical Force. Down Lateral Force. F-2 + F-6: (Most Restrictive Vertical Down) F = 2,495 + 2,548 = 5,043 lbs. R = Surface Area of Steel Pile x 173 psf, d = 83 inches A = 83" x 28 sq. in. = 2324 square inches per pile 2324 / 144 = 16.14 sq. ft. -16.14 sq. ft. x 2 piles = 32.28 sq. ft. R = 32.28 sq. ft. x 173 lbs./sq. ft. = 5,5841bs. 5,043 lbs. < 5,584 lbs. OK r - y fEPS/n No. 15 CIVIL Of MAR 3 015 GENE S. PORTER INC. ENGINEERING UC. # 15182 8952 NEW DAWN DRIVE SACRAMENTO. CA ..95826 EmaB: gspengr@yaboo.com (916) 362-4363 FAX (916) 362-1715 SOHNREY & SON FARMS SOLAR PROJECT SHEET: 7 OF 10 41 SKILLIN, LANE DATE: 03/17/2015 OROVILLE, -CALIFORNIA 95965 JOB NO: 215 — 011 GRADE w. J_ Z d W Z �. m FORCE 3 + FORCE 7 Horizontal Force -Up Lateral Force F-3 + F-7 (Most Restrictive Horizontal Up) F = 1,047, + 156 = 1,203 lbs. / R = Surface Area of Steel Pile x 200 psf. d = 83 inches A = 83" x 16 sq. in. = 1328 square inches per pile 1328 / 144 = 9.2 square feet per pile 9.2 sq. ft. x 2 piles = 18.4 sq. ft. R = 18.4 sq. ft. x 2001bs./sq. ft. = 3,680 lbs. 1,203 tbs. < 3,680 tbs. OK MAR 3 1 2015 GENE- S. PORTER INC. ' ENGINEERING UC. # 15182 8952 NEIN DAWN DRIVE SACRAMENTO. CA ..95826 EmaB: gspengr@yaboo.com (916) 362-4363 FAX (916) 362-1715 SOIINREY & SON FARMS -SOLAR PROJECT SHEET: 8 OF 10 41 SJULLIN LANE DATE: 03/17/2015 OROVILLE, CALIFORNIA 95965 JOB NO: 215-011 GRADE LU J Z H, w Z c� m ch w FORCE 4. + FORCE 8 Vertical Force - Up Lateral Force F-4 + F-8 (Most Restrictive Vertical Up) F = 2,266 + 2,314 = 4,580 lbs R = Surface Area of Steel Pile x 173 psf. d = 83 inches A = 83" x 28 sq: in. = 2324 square inches per pile 2324 / 144 = 16.14 sq. ft. 16.14 sq. ft. x 2 piles = 32.28 sq. ft. R = 32.28 sq. ft. x 173 lbs./sq. ft. = 5,584 lbs. 4,580 lbs. < 5,584 lbs. OK MAR 3 1 2015 ENGINEERING UC. # 15182 8952 NEW DAWN DRIVE SACRAMENTO. CA ..95826 Email: gspengr@yahmcom GENE S. PORTER INC., (916) 362-4363 FAX (916) 362-1715 SOHNREY & SON FARMS SOLAR PROJECT SHEET: 9 OF 10 41 SKILLIN LANE DATE: 03/17/2015 OROVILLE, CALIFORNIA 95965 JOB NO: 215-011 GRADE —: gF,p. PNSFER � PIP :Uzi Qtr b O LU M1 -- -E Moment Acts 'l 2"- BeIbW Grade Level �- 6k 4k 7 LB. STEEL PILE, TYP, W MOMENT 1, + MOMENT .2 Bending.,M.oments Lateral Force Bending Moments M-1 + M-2 (Most Restrictive Bending) F = 5,456 ft. lbs. + 1,533 ft. lbs. = 6,989 ft. lbs. x.75 = 5,240 ft. lbs. Resisted by Two Cantilevered Steel Piles. Each Pile resists ( Y2 ) of the lateral force. P = 5230'# = 2,620'# /Pile 2 Piles C { ENGINEERING UC. # 15182 8952 NEW DAWN DRIVE SACRAMENTO, CA ..95826 Email: gspengrC3yaboo.com GENE S. PORTER INC. (916) 362-4363 FAX (916) 362-1715 SOHNREY & SON FARMS SOLAR PROJECT SHEET: 10 OF 10 41 SKILLIN LANE DATE: 03/17/2015 OROVILLE, CALIFORNIA 95965 JOB NO: 215 - 011 • Lateral Force Bending Moments M-1 + M-2 (Continued) P = 2620'# S1 {150 ( 1.33) 2 } = 400 PSF ��t® S. PO b = 16 sq. in = 1.330' ._ COD 144 e `® No. 15, h = 1 foot CAI CIVIL A = 2.34P = 2.34x2620 = 6130 = 11.5OF�A���O���@ S, b 400 x 1.33 532 d = 0.5A {I + [ 1 + ( 4.36 h)] ''/2} = MAR 3 1 2015 A d = 0.5x 11..5{1+[1+( 4.36x1)]'/2} 11.5 d = 0.5x 11.5{1+[1+(0.38)]'/2} d = 0.5x 11.5 {2.38x0.5} d = 0.5x 11.5x1.19 6.84' d = 6.84' < 6.92' (8311) OK USE MINIMUM DEPTH OF 6.92' (83") BENDING MOMENT IS LIMITING � CanadianSalar PRODUCT I KEY FEATURES LExcellent Module Efficiency I Up to 16.16% na:�.�. SHigh Performance at Low y. Irradiance above 95.5% Positive Power Tolerance }, Up to 5W -5`u�1la I t High PTC rating Up to 91.9% Anti -Soil Buildup, Anti -Reflective x•. Module Surface IP67 Junction Box Long-term Weather Endurance Heavy Snow Load `. Up to 540013a Salt Mist, Ammonia and Blowing Sand Resistance, Apply to Seaside, Farm and Desert Environment PERMIT a� r- 06W 0 ez y BUTTE r0UNTV WfELOo.IV7ENT SERVICES DATE Z1Zy - t BY THE BEST IN CLASS Canadian Solar's PV modules are the best in class in terms of power output and long-term reliability. Our meticulous product design and stringent quality control processes ensure our modules deliver a higher PV energy yield in live PV systems as well as in PVsyst's system simulations. Our in- house PV testing facilities guarantee all module component materials meet the highest quality standards possible. PRODUCT I WARRANTY & INSURANCE 1 97 Added Val 90 ue From Poer Warranty 80 0 LL 5 10 15 20 25 25 Year Industry leading linear power output warranty 10 Year Product warranty on materials and workmanship Canadian Solar provides 100% non -cancellable, and immediate warranty insurance. PRODUCT & MANAGEMENT SYSTEM I CERTIFICATES IEC61215/IEC61730: VDE/TUV/CE/MCS/SII/KEMCO/CEC AU CEC listed (US)/FSEC (US Florida) UL1703: CSA I IEC61701 ED2: VDE I IEC62716: TUV PV CYCLE I UN19177 I UL Fire Class Rating: C IS09001:2008 I Quality management system ISOTS16949:2009 I The automative industry quality management system IS014002:2004 I Standards for environmental management system QC080000:2012 I The certificate for haiardous substances process management OHSAS 18001:2007 1 International standards for occupational health and safety Canadian Solar Inc. Founded in 2001 in Canada, Canadian Solar Inc., (NASDAQ:CSIQ) is one of the world's largest and foremost solar power companies. As a leading manufacturer of solar modules and PV project developer with about 6 GW of premium quality modules deployed around the world more than a decade, Canadian Solar is one of the most bankable solar companies in the world. Canadian Solar operates in six continents with customers in over 70 countries. Canadian Solar is committed to providing high-quality solar products, solar . system solutions and services to customers around the world. �anadianS®!ar PRODUCT DATASHEET I USA ELECTRICAL DATA I STC MODULE I ENGINEERING DRAWING Electrical Data CS6X-300P CS6X-305P CS6X-310P IN Inal Maximum Power'(Pmax). 300W 305W a310Vy Optimum Operating Voltage (Vmp) 36.1V 36.3V 36.4V Optimum OpeiattngCurren't (lisp) 8:30A 8;43A 8.52A- > Open Circuit Voltage (Voc) 44.6V 44.8V 44.9V -ShortCircuitCurrent {Isc). 8.87A .S.97A '9.69A� Module Efficiency 15-63% 15.90%y 16.16% Operating Temperature 40•C -,+85'C Maximum System Voltage SOOOV (IEC)/1000V (UL)/600V (UL) f Maximurrl�Senes Fuse]SSA {F -, UL Fire Classification Class C r;..JJ:. .iL .1W.5.. -Y Z..v..,lv�-.h 1.. H. .:'t�luv ,�... 4_n-•FSW YY. i.... lS i,K! �<i AEr ,. �'_.. L"+�.i -�e.i: 'Under standard test conditions (STC) of Irradiance of SOOOW/m', spectrum AM 1.5 and cell temperature of 25•C ELECTRICAL DATA I NOCT Electrical Data CS6X-300P CS6X-305P CS6X-310P y Nominal Maximum Pvwei' jPmax} `218VJ �' � .�21W y�3254V Optimum Operating Voltage (Vmp) 32.9V fi 33.1V v 33.2V '`Optirnufn'Opprat�n&Fur atjlr�?p). Open Circuit Voltage (Voc) 41.OV 41.2V 41.3V SI-ZG�ireu!tC'RentjlJ *Under nominal operating temperature. Irradiance 01800 W/m', spectrum AM 1.5, ambient temperature 20'C wind speed 1 m/s. PRODUCT I MECHANICAL DATA Specification Data Cel�llypexnsaih .l a : int J<:<st nP°?Y YSt�lrrxte�3?a6�X 15bn)yu1 zc ti f� Cell Arrangement: 72 (6 x 12) Dlmenslo .: M54: 2x40mm�{3693§c3w85 1571�n) Weight 22kg (48.5 lbs.) aFTOnt COVt s . xk . a's o-.. Wx.:itt� s2!_q ??fi1P„@7EL�$� Module Frame Material: Anodized aluminum alloy x4065orp61_d!°�_E:,.Xas! Cable 4mm' (IEC)/4mm'&12AWG (UL1000V)/ 12AWG (UL 60OV), 1150mm/1300mm” yw<i:R?tdb�e.ui�::3stinYiauGs moi: Standard Packaging. 24 pcs, 608kg (Quantity and weight per pallet) -The CS6P with cable of 1300mm os only for Canadlan Market. TEMPERATURE I CHARACTERISTICS Specification Data ME` ffiffiffine—NN—M Temperature Coefficient (Voc) -0.34%/'C cTe raLvCeffleleM'_j�s��s}.:{ Normal Operating Cell Temperature 45±2°C PERFORMANCE I AT LOW IRRADIANCE Industry leading performance at low irradiation environments, +95.5% PV module efficiency from an irradiance of 1000w/m' to 200w/m' (AM 1.5, 25°C)• Rear View CS6X-310P I I-V CURVES MI 71- E.. J 5 I`',J ......_... .... 11 100D./.Q I 21 —maa/m2 1} SOD+/m2 D. 0 5 1D 15 2D 25 50 55 40 15 50 V01ap m Frame Cross Section i .On D+ 0 5 10 15 20 25 10 55 40 15 50 55 Votal-m We, Canadian Solar Inc., hereby disclaim any representation, warranty or guarantee that the Information provided in this datesheet is accurate, correct, reliable or current. No party may claim reliance on any information furnished herein. Specifications, pictures, drawings, product features and certifications described in this datasheet are for reference purposes only. We reserve the right to make any adjustments to the Information contained herein at any time without notice. Please always obtain the most recent revision of date"heet which shall be duly signed by the authorized representatives of berth parties and Incorporated into the binding contract made by the parties governing all transaction related to the purchase and sale of the products described herein. ,�Ir-oma' 9C,yV .vl<.ci A commercial photovoltaic (PV) system using a TRIO -based modular architecture can reduce BOS costs by as much as 40 percent. The TRIO is a modular option using models at 20.OkW and 27.6kW. It can be used alone for a 20kW system or combined as building blocks for large commercial and utility scale systems. With two independent Multiple Power Point Trackers (MPPT) and peak efficiency ratings of 98.2 percent, these inverters offer superior energy harvest. The flat efficiency curves offer high efficiency at all output levels ensuring consistent and stable performance across the entire input voltage and output power range. Employing fan -less convection cooling and no electrolytic capacitors, TRIO is designed for long service life. The TRIO offers flexible power factor control to comply with utility grid requirements where required. As the first 1000Vdc string inverter certified to UL1741, the TRIO leads the way for efficient, cost-saving, decentralized system design. The TRIO is equipped with integrated Modbus and utility interactive controls including adjustable power factor and curtailment. Additional AC and DC protections as well as arc -fault circuit interruption are all available in the TRIO. These inverters provide the monitoring, control features, and protection required in today's commercial solar installations. Highlights: - This flexible and dependable three- phase string inverter has innovative features to lower system Levelized Cost Of Energy (LCOS) and improve Return on Investment (ROI) on commercial solar installations. - Fully utilize available roof space and maximize harvest with dual independent MPPT. - Wall -mountable design and 1000Vdc input voltage lower installation and material costs. Power and productivity A Oil It for a better world 7M Ar%,.,P i, . ft C , r y .. • ,r •. r i' Additional highlights:R' `! = Multiple AC and DC level protection - Utility interactive control features 11 options available including arc fault and Modbus protocol integrates with circuit interruption (AFCI). monitoring and control systems. } Wide DC input voltage and operating - Design uses natural convection ." °'' . 4 temperature range enable greater PV cooling and no electrolytic capacitors s, , array design flexibility. for Iincreased reliability. Modular design capability improves - This inverter comes with a standard system availability and eliminates 10 year-warranty. Extended warranty, single point of failure. ' offered at 15 and 20 years. �,+t' � 1 � -j � ,.,§ .. .. " . ` 1 _ _may x• log Technical data and types c :s. � r Type code ' TR10 20 0 TL OUTD TRIO 27 6 TL OUTD � &fWl i. - 2-'v�d..,`v"R : +'t�x'a c ,!"uy y'fi y £ §S •� A[�`� -:.j ^u, Za+,,, t�-rr, �, ,...cJ..:....:. G ... M No output power ... .. ......... 20000W W Maximum output..P..ower_................................ 22000W;.............................................................................................................. ......................................... ............................ Rated rid AC volta e:..................................r.....30000W'......................:................. ' q 480V }�r9 ,�I•nRtrSIdBF(p(;)� r. "' r.0 fr r t v . 4 s' a t y �. 5 . C ,,,�'1 .. i r "'{ u s ,,,t�t^'w' st fk [- a,eie J r t 7 ;15�. 41•rc ' Number of Independent MPPT channels , 2 Programmable for 1 MPPT " ' Maximum usable..P..ower ............. 16000W .......................... Absolute maximum volts a """"""""" t 9....(V )...... ... 1000V Start-u votte P............_9....N.....1...............................................................................................:.:................ 360V (adj. 250 500V) Full ower MPPT volts.........................................................::.................... pow ran.�e........................ r . .. :.. O eraUn MPPT voile a ran e } 450 8 " f?.............9............................9........................................:........ .............................i. ` OOV..........:.................200-950V............................ , .. ............... ....... 20-800 Maximum usable current (Idc mex)..P..er MPPT chennel............`......:'........:..:.::..:?'...:............25.:OA................. 30.9A V... .............. .Maximum short circuit cvrrent..(lsc m.�)..per MPPT channel..i......................:.:........:........._30 :OA 36.OA........................ i Number of Inputs (stnn s er MPPT channel e, r'........ .. '. ' .................................................... ........... 9 ). P.......................... .......................................... S version: 1; -S1, S1 A .._S1 B versions:..4.. .................................................... Array wiring termination type r Terminal block, screw tanriinal, co ....... ron................... """"'"' S 12AWG 2AWG S1 S1A S16 12AWG 6AWG i�Qutput E7= I � ;:. + � a. i :,, � '' � ;� Grid connectio...... ......... 3W or 4W +GroundDefault voltage............'.....: r ...i... / 422 528V... "::a........................... :.... t.�e .......:...................... ...................5................................................................................... Nominal grid frY..................................s............. 80Hz...... ......................Adjustable gridncy range........................................:. : " ......... ................Maximum currrnax/phase) 27.0 A.................................. .......... ....................................................... ........................................_.......................................... : 57 69Hz "... ........ J ........ .......ane-s........................................[. 36.0.......ms..................................... Power factor > 0.995 (ecJj: t0.6, or t0.9 for active power >6.J95 (adj. t 0.8, or t0.9 for active power ­ _........................................................................... i.....:. R ......: >20kW) Total.hermonic distortion at rated power........................................................................................... ............................................ <3 mass-ftirough terminal. Tension clamp. less-tfirough terrnriel. Tension clamp. Grid wiring termination type Copper BAWG 4AWG copper 6AWG 4AWG (Oputr4irot8ctloradewoeffi"� s pixItf f3put?Fi4* {e tt� Reverse polarity protection Yes passive Inverter protection only.'r��� Supplementary over-voltage protection type for each ......... .. MPPT _ }S1, -S1A, -S1B version: plug-in class II modular surge arrestor ......r...un ..............UL17...17N...C................................................ :................................................ PV arra ground fault detection Meets 4 E requirements �,p�.��..�atff?r'I:L-.���y.i✓�S`'I''�, *ls�'',z'?E^F'.Si�T' i -F =.�y .t.. ..} . t�..-Tl ynrr^ ?,�;r ,w vy'�'_''tpii*.'i . e:.sczn=.�,�Jy .,. _ fs1 �F .}c_.. ". L _ 'J F1 Fn t: '{i' F s` C_ S' i..:.413w..r.F ..?... ,.? .� '1 _' s' '"l -'w.. v•S+''r '�r.'�[ c iy. . Anti-islending protection ..................... ....................................................Meets UL1741/IEEE 1547 re uirements ri t Su lament over-voRe a rotection e ........................................... _....................9.......,.......................................................................... P.P.................Y.......................g..._P...................._P.....................................................:.......::.......::.....::!.:. S1 version: plug-in class II modular surge arrestor Optional AC fused disconnect current rating er contact)35A 45A y e �!•1��=-r,•ao iris '3 m (.r' ' fi-•vt - Yr,P._..,.�7 �:z?:!K'''A'�'�.X��"Y r- ,.lf Ti hV �r,�i'el "lali�.r�jyro�u yi` Maximum efficiency 98 2% ........................................ _............... CEC efficiency....................................... :................................. 97.5%... :..... i.............. Feed-i .....:......... ......................................... _................................................................................ n ower threshold "'gSNj"' "' �', ` r User Interface dls la °.0 P......Y. 5.5' x 1.25' raphlc displ Standard communication interfaces (1) RS485 connection, can be configured for Aurora protocol.or Nlodbus RTU.79S l5porf ` ............................................................................................................................................_:..:....... for optional_monitoring.expansion_cards: Optional remote monitoring I er ........... ............................ ............................ �KAKurorta Lo Logger Commercial o tlonal ''.��i'i!�.►5�Ci38r4tei'+:;t�'•Z=�E�`i.,'rg•t�,}:: 5 .r^4''�� ...G`'.?;.5 N! +.' ».s.,.•.�.�...iz..'i' - sK-. t'_�:.ro'`t3'.. �•�?i1:;.- �a . „ '.: r�3, e l.aY q. r1 p - ' .; Ambient operating temperature range -22°F to +140°F -30°C to + :.............................................................................. BO°C� Derating above +113°F (45°C)"u7 Ambient storage tem ereture ren a "" "" ' ' ' 9 .........P g ......................... ............... ........`..............'...........:...........................40°F to +185°F..(-40°C. to+85°C)......:.-........................... Relative humidity .. ........................................................... .................................................... r O_ .................................................................. 100% condensinq ................................................ ..................... ..... ..... ............�� <50db A ®1m. Maximum o eratin attitude without deretin .... ................................................ 6560ft 2000m • r`t�!)ectie3nicsl�peclflcatio/Is K� ��✓f,.'�� , I „r J t, s y �. �'•e �f�?t.: �"�A��,K�`�'3 s.J r ''4 �� a rrt J i W� fwr x�ti�.c x" ` + Enclosure rating NEMA 4X ........................................ ..... ..............._.................................... S' Cooling ................:........ :. ...`..:........ Natural Convection:............. ........ ........... Dimensions (H x W x D):......:...1..................... "...`� 41.7 x 27.6 x 11,5 in. %1061 x 702 x 292.m........................................................ ...................................................... a Unit weight................':. r.............................................. 1571bs (71 k......... :., .. _1 Bottom:.............. ein"...,....... .8 Ib :...78 .... 2 concentric DC KOs 1', 1 1/2' on removable plate, 2 V2 plugged comm. Conduit connections ;. '' .. ( ) .............................. 4 , , ............................................................. opening Mountingsystem .....................:... :'...............................................Wel bra k et . .............................. _........ ....... open rigs ... `„ 1. Capability enabled within maximum in ut current, ium in ut •' •-""'•••... ••....-••••-...•••• P p power, maximum output current, end ambent operating temperature limits - - . 2. In -Sl, -SIA and -SIB models, the string polarity must be verified before connection. Please refer to installation manual for the correct installation procedure. 2 ABB Solar Inverters l Product flyer for TRIO-20.0/27.6-TL-OUTD M Oel� Block diagrarl of TRIO-20.0/27.6-TL-OUTD --------- ------------ ------------------------------------------------------------- -------- ------------ a c, PQAQ ---------- .6 E)---- 21 .7, -co T.. -SI-SIVERSION 6- P oN 6 oc-1 6- ---------- ....... Lt 6- ... ... .. "IM4 tw 1 0- 1. i 7 ----------------------- -------- -------------------- -S1/-S1A1.S16AMVMDN(A) -S1/-S1A/-S18V=ON 1A ........... ----------- : �___ =,,' 0, 77 -0 ,j M q. .......... W- !1'YAtk_ 4, AW R, UNYU -w M z ILL VIE ----------- AFG VerslIxrI (-Q 7_ -S VER20N -- ----------------------------------------------- "P M t gg R 4 V A 1,4 95 Of •'' albs A i ; um-" . . . . . . . ..... M WIN, zg P•Mv, 19 m XN m m i -"m 5mg . ......... C, rt U all Technical data and types Type'code TRIO-2.0-TL-OUTD TRIO-27.6-TL-OUTD Isolation level .................................................. Trensformerless. Floatin Are Re cared ................................... ..................................... 'OUNH 1-0 Safety and EMC standard 1. CSA C22.2 107. 1-2001 FCC Part ........................................................ : ................................ ............................................ ............................................. Class B Limits Safe a 2rovaJ ......................................................................................................................... CS Standard warrenR'S ty... Im .................. ................................................. ........... ............ . ...................................... ..... iR.Y .............. Extended warranty k on ____ .............................................................................. Standard wdh DC disconnect ... .. . ... .. Witn DC con66cf.'bC'i'u"se'sand DC ........................ ..prqjection i. .... .. .. .. ..... .. ......wfihffdiconnect fusesbf.aurge protection rotection and AC surge„protection .................. ..... ....... With DC disconnect, DC fuses, DC surge protection J and AC fused disconnect ....................... 4 Standard with DQ disconnect and Arc -Fault .. ­&-r'66�f­ interruption.... .............. ........................... ............................................. With DC disconnect' fuses, DC surge protection ..and Arc -Fault cirq.yit interruption ............o. fuses, surge precii,on ......... ..AC surge protection and Are -Fault circuit.iq.jpTqpjjqq WW'Dc"als"c6�6,6R,"D, C, u* s as, 15, C** * 's 6�'66'proteot ion, AC fused disconnect and Arc -fault circuitiri.te.rrupti.o.n ........... ­ ­ ............. data is subject to change without notice -TRIO-20.0-tL-bUTD-S1 -US-480 ................................................................................................ ..................................................................... TRIO -27.6-TL-OUTD-Sl -US-480 TRIO-20.0-TL-OUTD-Sl A -US -480 .....................................................................** ......................... .......................................................................................................... TRIO-27.6-TL-OUTD-SIA-Us'-480 TRIO-20.0-TL-OUTD-S-16-us 480 ................................................................................................ ................................................... ............................................... TRIO-27.6-TL-OUTD-Sl B -US -480 TRIO-20.0-TL-OUTD-S-US-480-A ................................................................................................ ........................................................ ................. 1 ......................... . .... TRIO-27.6-TL-OUTD-S-US-480-A TRIO-20.0-TL-OUTD-Sl -US-480-A ...... . ........................................................................................ ........................................................... : ............................................ TRIO-27.6-TL-OUTD-SI-US-480-A TRIO-20.0-TL-OUTD-SIA-US-480-A ................................................................................................ ................................................................. : ....................................... TRIO-27.6-Tl_-OUTD-SIA-US=480-A TRIO-,20.0-TL-OUTD-S1B-US-480-A .............................................................................................. ............................................. : ............. ...................................... TRIO-27.6-TL-OUTD-S1 B -US -480-A ............................................. : .............................................. ............ Product flyer for TRIO-20.0/27.6-TL-OUTD I ABB Solar Inverters 3 . Support and service For more information please contact © Copyright 2014 ABB. All rights 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 Q regional and national technical partner networks providing a complete range of www.abb.com Q life cycle services. Power and productivity ®AL ®! IN for a better world TM P%®® ®® ^,x•S 7' 1'fl4 t' (A)- Base Rai; Lei igih j+'"' (B)- Front Clear Height 00- East-West Pile Spacing (±4°) (Q- Module Clear Height (L)- North-South Pile Spacing (±4") (D)- Rear Clear Height (±2") (M)- Front Pile Length (E)- Array Tilt (±2°) (N)- Rear Pile Length (F) Base Rail Cantilever -North South (0) -Front Pile Embedment Depth (±4") (G)- Array Length (East-West) (P)- Rear Pile Embedment Depth (H)- Array Width (North-South) (Q)- Front Pile Height Above Grade (0- Insertion Rail Cantilever -East and West (R)- Rear Pile Height Above Grade (S)- Front Foundation Depth M- Module Pocket Dimension (+1/8"-1/16") (T)- Rear Foundation Depth (U) -Concrete Foundation Diameter W 6x7 or W 6x8.5 I -Beam i S � J C -Channel 11= (II'w:ijnQ Q) Flip lei!' ij F_ Exact values of each letter are included in your quote as well as in the engineering documents Provided by URS. Individual Pile Location = ± 2" of layout. Use only URS piles, as they are recognized by UL to Subject 2703. Substitution of otheriles' may void the warranty and 2703 recognition_ P When field conditions dictate, Insertion Rails can "bend' slightly to account for a low high pile. Limit this condition to a single pile with no more than 2"difference in adjacent pile height per 120"of east -west span "K': URS Pile Brackets allow 3/4" height adjustment per 120"of east -west span "K". URS Pile Brackets allows 3/4" height adjustment. After installing piles, repair any damage to zinc coating with galvanizing paint of at least 85% pure zinc. Out of Plumb: ± 2`, East West Shift: ± 2", North South Shift: ± 2", Rotation: ± 5, He ± 2" The Foundation Preparation for URS companion piece describes how to properly set pile elevation on flat and slightly sloped terrains when pouring concrete foundations. Our Pile Bracket enables URS to adapt to uniform east=west CInnac'„f �a The installer is solely responsible for: 1 Complying wit!) all applicable local or national building codes, which may supersede this manual 2. Ensuring that and other products are appropriate for the particular installation and environment. 3. Ensuring that any earth distributed after geotechnical assessment is returned to at least 98% of assessed compaction before construction begins. 4. Using only URS parts and installer supplied parts as specified by URS (substitution of parts may void the warranty and invalidate the letters of certification) 5. Ensuring safe installation of all electrical aspects of the PV array. 6. Ensuring that correct and appropriate design parameters are used in determining the design loads. Factors such as snow load, seismic load, wind speed, exposure and topographic parameters should be confirmed with the local building officials or a licensed.professional engineer. Cordless Screwdriver arning jquarc- Gr Bosch GPL-) I Lase; Square 2 Spacers (Spacer Length= PV Module Height + 3/8") Miter Saw with non-ferrous blade Stick Wax or equivalent (I -Beam only) String Line Tape Measure I Torque Wrench - 2-25 ft -lbs. range :. Rubber Mallet or Dead -Blow Hammer 3/8" Driver bit 9/16" Socket and Driver >85% pure zinc galvanizing paint Anti -seize lubricant Drill Driver with approx. 1800 RPM speed and depth sensitive nosepiece - DW 267 or similar Saws -All or Porta -Band 5/16" Drill bit (pre drilling splices) URS uses the highest quality, corrosion -resistant materials. lnforn-lotion on optional finishes anodizing is available upon request. Standard rail length: 240'• XL Base Rail lengths: 142" and 175" Standard rail models: 35,40,42,46 and 50 mm XXL Base Rail lengths: 212", 242' and 278" (Custom lengths are available) (Custom lengths are available) Extruded Aluminum Extruded Aluminum (1) XL Insertion Rail Splice 12", AL (1) Retaining Clip, AL 18) t/a•• 1•• Self Drilling Scrc:a. SS for Rigid (1) 3/8" x 3/4" ;2x bolt. F593C, SS Splice )• (1) SlolNut,SS MIK' x ]"Self Drilling Screws, SS for FxpanSton Splice (81 l;a 1"Se1i Dniling 5t rev s, SS (or til 3/8"Flat Washer, SS4 ExpansionSpli(e (1) 3/8"Slot Nut, SS 11) XL Edge Slop, AL Made of UV resistant EPDM rubber (2)1/4" x 1'• Self Drilling Screws, SS w/ Stalgard (Required for systems wit h a till of Coating less than 10°,otherwise optional) (1) XL or XXL End Cap, AL Hot dipped galvanized to ASTM -A123 1"x 1"x 1/8" UVresistant Foam Spacer Latex rubber adhesive 0 per module in landscape, 2 per module in portrait) (1) Pile Bracket, Steel w/ Powdercoat (2) 3/8"Spl)tLock Washers, AL (2) SlotNuts,SS (2) 3/8"x 3/4" Hex Bolt, F593A, SS (6, 8or 10pieces) (6-10)1/4"x 1"Self Drilling Screws; BF540 or (6-10)1/4"x 1 1/8" Self Drilling Screws, DF865. (2)1/4"Split Lock Washers, AL Green indica hardware (a are silver) i. Attach the first and last Pile Brackets to the south side of the piles at each end of the array. 2. Use a string line to position all middle brackets. 3. Use two Split Lock Washers (required for bonding) and 6-1 OSelf- Drilling Screws, torque to 10 ft -lbs. Slot Nuts may also be installed in Step 3, depending on project size and installer preference. . Your quote or engineering documents will specify which size Slot Nuts are required for your installation. The distance from end of rail to center of Slot Nut is dimPncinn"F"invn,.r—, to I _!___.____._ See quote or design plans for the exact number and location -of Self -Drilling Screws. Brackets with 6 or 8 screws may be installed 3/4" higher of lower to account for uneven support posts. B1,16(pis voiii, tU e,r Faro, cr n he installed 114" higher of -.i4.. lova•! U0 00I 00 ®I ®® 00 100 00 100 6 Hole Screw Patterns 8 Hole Screw Patterns 10 Hole Screw Pattern t*-% Drive Self -Drilling Screws at high torque and low -medium speeds. To accelerate installation, use Stick Wax or other steel lubricant. Use clamps or vice -grips to hold bracket while attaching screws. INSERT SLOT NUTS INTO SIDE CHAIINEL OF BASE RAIL 1. Insert Slot Nuts into the slots along t he Base Rail (they y will stay in place where inserted but can be adjusted). Slot Nuts may also be installed in Step 3, depending on project size and installer preference. . Your quote or engineering documents will specify which size Slot Nuts are required for your installation. The distance from end of rail to center of Slot Nut is dimPncinn"F"invn,.r—, to I _!___.____._ I . Place the Base Rail into the Pile Brackets, making sure that front and rear cantilever lengths correspond to your design plans (measurement V). 2. Connect the Base Rail to the Pile Bracket using 3/8" Hex Bolts and Split Lock Washers, torque to 25 ft/lbs. Pile Bracket Hex Bolts are marked 7593 A" (do not substitute Retaining Clip bolts). Control front cantilever to dimension F" and verify reap cantilevers are within ±4". t To ensure all rails line ul; evenly, set the ease and west Base Rads li! <.i rnd u'se strino to alion middle Base Rails. Each. Base Rail can shift .. nriih :;i lhu.u,uiha. g Cubing rails to match array lenylh and conn of splrcF locauons Is usually required for systems below 300 kW. URS's value engineered systems optimize the use of full length rails and reduce the amount of cuts. See dimensions P1 - P7 in your quote or engineering documents for the proper installation pat tern of Insertion Rail and Splices. All 18" splices must be installed in the center 80% of the Insertion Rail span. (Do not install splices in a cantilever area past the outside Base Rails.) If 12" splices are specified for your system by URS they may only be located at 20%±4" of (east -west pile spacing) from any given Base Rail. (Do not install splices in a cantilever area past the outside Base Rails.) lb Any Insertion Rail shorter than twice the cantilever must be installed either in the middle of the array or with Rigid Splices. Use a miter saw and non-ferrous 70+ tooth blade (do not use a grinding blade on aluminum). Blades designed to cut wood can be used in an emergency but are more likely to kick back. Cut slowly and use a lubricant such as stick wax for long blade life. i The bottom of the Insertion Rail should rest on the fence of the saw to prevent kickback. 11ri'11�wi ���ia—i.��T��• �mw"iiiiiliiiiiiiw!'A1%!71 Pn�a�rrilltiriir.�+r►�+n D• not place splices• • • URS XL Insertion Rail is stocked in standard 240" lengths. Custom Base and Insertion Rail lengths can be extruded for systems over 300kW. Custom extrusions will use 12" XL Insertion Rail Splices. Please refer to your engineering documents for snlira i. Making sure that the deep pocket opens downhill, place the first (lower most) Insertion Pail 1/2" from the end of the Base Rail. 2. Install a Slot Nut and one Retaining Clip on the uphill edge of the Insertion Rail at each Base Rail intersection, torque to 25 ft -lbs. Setting the bottom rail straight is essential since it controls the alignment of the entire array. �`� Be sure to use the bolts marked "F593C"for Retaining Clips. Make sure cantilever length matches the correct plan length (dimensionl").Check cantiteve; ai e. cis :, c ; • ensilre proper tolPranres Laser S L!areIsom precisely module height + 3/8". i 3. Place the second Insertion Rail on the Base Rail with the spacers snug in the module pocket along the length ^' of theBase Rail. 4. Use a framing square or laser square to ensure rail ends are square to the first Insertion Rail 5. Install two Retaining Clip Sets (one above and one below each Base Rail intersection) at all internal 61, Using a 3 beam laser square Bosch GFL 3T will Insertion Rails, and torque to 25 ft -lbs. (Use a spacer ` accelerate installation. when tightening to ensure rails are parallel). I;% If using wooden spacers, make sure the wood is dry. 6. Repeat spacing for all nsertion Rails. D>- Take special care that each spacer is exactly the The top Insertion Rail requires only one Retaining Clip set on correct length. the downhill edge under the PV module, torque to 25 ft -lbs. When squaring the Insertion Rail ends, do not rely on measuring to the Base Rail as a square reference. ALL Insertion Rails need to be square with the bottom insertion Rail. Wooden spacers should be approximately 1"x 1" in width. Larger sizes (such as 2x4) will work, but should be trimmed tojust 1" wide with a miter cut at each end. Top and bottom Insertion Rails must have one Retaining Clip installed under PV modules. Your engineering documents will specify splice length, placement and instructions related to your array. Refer to them before • preceding. Most systems utilize 18 splices, however I "'species are specified for custom rail extrusions. I. Insert one end of the splice into Insertion Rail and attach with 1/4" SDS screws. 18" splices should be inserted 8 7/8"into rail 1 " splices should be inserted S-7/8" into rail. 2 2. Place the next length of rail over the other side of the splice, leaving a 1/4" gap between rails. A. Rigid Splices are then attached to second rail. B. Expansion Splices are not attached to allow for thermal expansion. "Orientation Bumps" face u ward 7/8 " 11: Torque for all splice screws is 3 ft -lbs. P Systems with only Rigid Splices must use foam bumpers for 1/8" gap between modules. Any Insertion Rail shorter than twice the cantilever must be installed either in the middle of the array or with Rigid Splices. Pre -drill Insertion Rails as needed with 11/64" bit. Retaining Clips make a perfect spacer between rail C ends -Remove them after Insertinn Pail;�.•__�_ _: Insert the module at a slight all into the top Insertion Rail. 1101a'er module and insert into bottom rail pocket ''•diUst nodule into its final positio:l. 1. Beginning m one end of the array, insert the upper edge of the module into the upper Insertion Rail at a slight angle. 2. While placing the module fully into the upper rail, allow the lower edge of the module to tilt down and rest in the lower rail pocket. 3_ Position the module so that it seats fully in the lower Insertion Rail pocket. 4. Install the next module and slide it gently over until the fraine to the bumper of the previous module. .. I rl•„ ..I"Clclili v„ I„ re the In< r-rtin;-; Rail. illith or low pile' !ri!11 ;F; ;I'.:•,necessary for an aesthetic appeal.ance. t eave t/8" So. of space from module to Edge . Stop When sliding modules east - west, push from i he bot tom edge 011he frame. ' When installing the next row of modules, line up module frames with the rows above or below. _ INSERT T -STOPS OR�-i...�i=1;1%I �;..1.=:1= �. I. On systems with less th T Stop Foam Spacer For greater efficiency, install spacers on modules as soon as they are unboxed. an 1u tilt, install one T-stopin the upper Insertion Rail between each module. 2• On systems that don't use T -Stops, we recommend URS Foam Spacers to maintain an inter -module spacing of 1/8'. For landscape orientation, place one .spacer to the midpoint of each module (along the short side). For portrait orientation, place 2 spacers on each module 4" from top and bottom (along the long side). The rubber adheres best to dry surfaces in temperatures above 20°F. Do not leave spacers outside overnight, as adhesion may be reduced. Some module manufacturers require more than 1/8" gap between modules The URS mounting system, when assembled according to this manual, creates a bonded grid. No additionalroun i is required other than a URS Ground Shark. To connect a bonded table to ground, simply run a bare co g d ng hardware - to the main system ground, GEC, inverters and/or combiner boxes. All connections are designed and tested to ensu eaj giro term ire from Sharlc bonding continuity and a low resistance electrical connection in outdoor environments. All grounding and bonding methods described in this manual are UL 2703 Recognized. F 1. Install the Slot Nut into the Base Rail. 2. Place the washer and both upper and lower clips onthebolt. 3. Run bare copper wire into lower clip. Ensure either AWG H6 or a i 0 wire uses the appropriate slot in the lower clip. 4. Tighten the 3/8" bolt to 20 ft -lbs. A GrOU11d,Slllrlt may ' ue u)siaiieci anywiSPr, 3101,19 the top SiOi 0i 115, Base Rail. It may also be installed at the intersec- tion of Base and Insertion. Rails when the rails are not otherwise bonded. AWG a6 AWG 10 Connect up to 45 amps of PV module strings to any Base Rail. = Mama 1. Attach one UL or ETL approved ground lug to each PV module prior to module installation. 2. Run AWG #6 or #10 bare.co peer wire through all lugs and each row of modules. 3. Run the copper wire to a Ground Shark and attach to any Base Rail. One Ground Shark is required per 45 amps of PV Module OCPD. 4. Typically 2-3 strings of modules can connect to one Ground Shark. E 1. Attach a DynoBond'"jumper between each module frame in a PV string. 2. Attach one approved ground lug to an Tap with a rubber mallet to seatn) iupers. y module, and near a XXL Base Rail. 3. Attach one Ground Shark to the Base Rail and connect Ground Shar wire. k to ground lug with a short AWG #6 or #10 solid bare copper 4. Repeat for all PV strings within each table. nn__. jf• r� F Wives Wire Tie }. Collect the wires at the edge of the Insertion Rail so Wire Clip, that the weight of the wire is supported by the Rail lip. Insertion 2: Push the wire clip over the lip of the Insertion Rail,. i y �• making sure the wire tie is closest to the module. 3. Re move slack from wires and pull the wire tie tight. _A9 I>' The wire clip manages up to 2" diameter of DC wire along the east -west length of your array (approximately 40 AWG # 12 wires or 60 AWG #14 wires.) Install at least one wire clip per module. 10 YEAR WARRANTY LIMITED PRO U.R.S. DUCT WARRANTY Racking Solutions ( )("'Seller') warrants to Purchaser("Bu er" manufactures to be free from defects in materials and workmanshi y ) of Products that it years from the date of first purchase (Warrp for ten (10) and used for the purpose for which is ("Warranty Period"), when installed properly designed. Products Finishes[ shall have fiv with an anodized e C5) tier . 'ri!�:�.?, l_o! h I it i'i1F l'iliiF `!i'iI'i ••i'i,:itl tir. 1' c Pur Cfici= _ rivl'iio! = lilt undl !'.... ril,jSir '�/i/�i'I Vii; " fl' •"11':"i1c? 'infiJ�ph^I'i; deposited ol, he finish. This Warranty does not cover damage to any Prod uct at occurs during its shipment, storage, or installation. This Warranty does not cover Products thait have been altered, modified or repaired without written authorization from the Seller or its Products used In a manner or for a purpose other than that saeChorized representative, or Transportation and incidental costs associated with Warranty items are not reimbursable. Seller shall not be liable for consequential, contingent or incidental use of the Product by Buyer under any circumstances. If within the damages arising out of the specified Warranty periods the Product shall be reasonably proven to be defective, the Seller shall repair or replace the defective Product or any part thereof, in Seller's sole discretion. shall completely satisfy and discharge all of Seller's liabilit Such repair or replacement Warranty. Y wit h Such to this limited I y Under no circumstances shall Seller be liable for specific or cons II arising out of or related to use by Bu er equential damages Y of the Product. Manufacturers of related items such as PV modules and flashings may ' warranties of their own. Seller's Lig y provide written Limited Product Warranty cover only its Product, and ' related items. not any ?Plan B Enterprises dba Universal Racking Solutions, 15 Pepsi Way, Durham, CA 95938,530-345-9910) APPLICABLE CODES • 2013 CALIFORNIA ELECTRICAL CODE (CEC) • 2013 CALIFORNIA BUILDING CODE (CBC) ABBREVIATIONS VICINITY MAP CONSTRUCTION NOTES SHEETINDEX PV -01 TITLE SHEET PV -02 OVERALL SITE PLAN PV -03 TOWER ARRAY LAYOUT PV -04 SHOP ARRAY LAYOUT PV -05 ELECTRICAL DIAGRAM PV-Oti ELEC FRICAL DIAGRAM PV -07 ELECTRICAL CALCULA I IUNS APPLICABLE CODES • 2013 CALIFORNIA ELECTRICAL CODE (CEC) • 2013 CALIFORNIA BUILDING CODE (CBC) ABBREVIATIONS VICINITY MAP CONSTRUCTION NOTES PROPERTY OF Elite Solar ALL DESIGN PARAMETERS MUST BE CONFIRMED AND ADJUSTED TO MEET SITE SPECIFIC CONDITIONS OF USE. INSTALLING DEALER HAS SOLE RESPONSIBILITY FOR THE CORRECT SELECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO MEET ANY POWER PRODUCTION COMMITMENTS AND ALL LOCAL/NATIONAL CODE AND SAFETY REQUIREMENTS. • INSTALLATION CONSISTS OF (981) CANADIAN .Stall AR CS6X-310P PV MODULES. (14) ABB TRIO-27.6-TL-OUTD INVERTERS AND RELATED ELECTRICAL METERING (IF USED) AND SAFETY EQUIPMENT. • ALL COMPONENTS ARE UL LISTED AND CEC CERTIFIED, WHERE '. �• WARRANTED. Eli to Solar • ALL EQUIPMENT WILL BE INSTALLED AS REQUIRED BY APPLICABLE CODES AND LOCAL UTILITY COMPANY REQUIREMENTS. &15- 0e2,- 4 41j-- 0C2`/ (E) SYSTEM INFORMATION SYSTEM SIZE: 431.52 KWDC PV MODULE: (1392) CANADIAN SOLAR CS6X-310P RACKING. FIXED GROUD MOUNT INVERTER(S): (14) ABB TRIO-27.6-TL-OUTD PANEL BOARD OR PANEL SCOPE OR WORK PROPERTY OF Elite Solar ALL DESIGN PARAMETERS MUST BE CONFIRMED AND ADJUSTED TO MEET SITE SPECIFIC CONDITIONS OF USE. INSTALLING DEALER HAS SOLE RESPONSIBILITY FOR THE CORRECT SELECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO MEET ANY POWER PRODUCTION COMMITMENTS AND ALL LOCAL/NATIONAL CODE AND SAFETY REQUIREMENTS. • INSTALLATION CONSISTS OF (981) CANADIAN .Stall AR CS6X-310P PV MODULES. (14) ABB TRIO-27.6-TL-OUTD INVERTERS AND RELATED ELECTRICAL METERING (IF USED) AND SAFETY EQUIPMENT. • ALL COMPONENTS ARE UL LISTED AND CEC CERTIFIED, WHERE '. �• WARRANTED. Eli to Solar • ALL EQUIPMENT WILL BE INSTALLED AS REQUIRED BY APPLICABLE CODES AND LOCAL UTILITY COMPANY REQUIREMENTS. &15- 0e2,- 4 41j-- 0C2`/ (E) EXISTING • A LADDER SHALL BE IN PLACE FOR INSPECTION IN COMPLIANCE WITH CALIFORNIA OSHA REQUIREMENTS (N) NEW INVERTER GND GROUND • THE PV MODULES ARE CONSIDERED NON-COMBUSTIBLE AND THIS SYSTEM IS AN UTILITY GRID INTERACTIVE SYSTEM WITH NO STORAGE BATTERIES. PNL PANEL BOARD OR PANEL 038-230-039-000 J -BOX JUNCTION BOX • THE SOLAR PV INSTALLATION SHALL NOT OBSTRUCT ANY PLUMBING, MECHANICAL, OR BUILDING ROOF VENTS. MSP MAIN SWITCH PANEL PVC POLYVINYL CHLORIDE • A GROUNDING ELECTRODE SYSTEM IN ACCORDANCE WITH NEC 690-47 AND 250-50 THROUGH 60 250-166 SHALL BE PROVIDED. PER NEC, GROUNDING ELECTRODE SYSTEM OF EMT ELECTRIC METAL TUBING EXISTING BUILDING MAY BE USED AND BONDED TO AT THE SERVICE ENTRANCE. IF EXISTING SYSTEM IS INACCESSIBLE, OR INADEQUATE, OR IS ONLY METALLIC WATER PIPING, A FMC FLEXIBLE METAL CONDUIT SUPPLEMENTAL GROUNDING ELECTRODE WILL BE USED AT THE INVERTER LOCATION CONSISTING OF A UL LISTED 8 FT GROUND ROD WITH ACORN CLAMP. GROUNDING ELECTRODE NEMA NATIONAL ELECTRIC MANUFACTURES ASSOCIATION CONDUCTORS SHALL BE NO LESS THAN #8 AWG AND NO GREATER THAN #6 AWG COPPER AND BONDED TO THE EXISTING GROUNDING ELECTRODE TO PROVIDE FOR A COMPLETE GROUND. SYMBOLS KEY EQUIPMENT MANUFACTURERS OMETER PHOTOVOLTAIC MODULES: CANADIAN SOLAR (US). INC. 41 Skillin Lane 2420 CAMINO RAMON, SUITE 125 INVERTER SAN RAMON, CA 94583 l GROUND (888) 998-7739 SWITCH RACKING. Rt FUSE BREAKER CONDUIT RUN EXTERIOR CONDUIT RUN INVERTER: INTERIOR ABB INTERNET • EACH MODULE WILL BE GROUNDED USING THE SUPPLIED GROUNDING POINTS IDENTIFIED IN THE MANUFACTURER'S INSTALLATION MANUAL. • EXPOSED NON-CURRENT CARRYING METAL PARTS OF MODULE FRAMES, EQUIPMENTS, AND CONDUCTOR ENCLOSURES SHALL BE GROUNDED IN ACCORDANCE WITH 250.134 OR 250.136(A) REGARDLESS OF VOLTAGE. • PROPER ACCESS AND WORKING CLEARANCE AROUND EXISTING AND PROPOSED ELECTRICAL EQUIPMENT WILL BE PROVIDED AS PER SECTION 110.26 CEC. • ALTERNATE POWER SOURCE PLACARD SHALL BE PLASTIC, ENGRAVED IN A CONTRASTING COLOR TO THE PLAQUE. THIS PLAQUE WILL BE ATTACHED USING AN APPROVED METHOD IF EXPOSED TO SUNLIGHT, IT SHALL BE UV RESISTANT. Al I PI AOUFS AND SIGNAGE WILL BE INSTALLED AS REQUIRED BY 2013 CEC AND 2011 NEC. • HEIGHT OF INTEGRATED AC/DC DISCONNECT SHALL NOT EXCEED 6'-7" PER NEC 240.24. • THE GROUNDING ELECTRODE CONDUCTOR SHALL BE PROTECTED FROM PHYSICAL DAMAGE BETWEEN THE GROUNDING ELECTRODE AND THE PANEL (OR INVERTER) IF SMALLER THAN #6 AWG COPPER WIRE PER NEC 250-64B. THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS. EXCEPT FOR SPLICES OR JOINTS AT BUSBARS WITHIN LISTED EQUIPMENT PER NEC 250.64C. • ALL EXTERIOR CONDUIT SHALL BE PAINTED TO MATCH ADJACENT SURFACES. • SITE CONDITIONS SHALL PREVAIL. IF NO SCALE IS GIVEN.. DRAWINGS ARE NOT TO SCALE. ALL DIMENSIONS SHALL BE VERIFIED BY SUBCONTRACTOR AND SUBCONTRACTORS IN THE FIELD UPON COMMENCEMENT OF CONSTRUCTION. jj C.OtJNTY SEE FLOOD ELEVATION CERTIFICATE FOR REQUIREMENTS Finished Construction Flood Elevation Certificate required Prior to final building inspection UR 15 2015 DEVELOPMENT 15 PEPSI WAY DURHAM. CA 95938 (530) 345-9910 WWW. ELITESOLARCA.COM CSLB # 930561 C46 PROJECT INFORMATION NAME: Sohnrey & Sons Family Farm - Shop & Tourer ADDRESS. 41 Skillin Lane CITY: Oro,lle, CA 95965 PHONE AHJ: Butte County 038-230-039-000 PROJECT#: AHJ SIGNATURE AND DATE REVISION SCHEDULE No. Dale Description 1 03;25/15 Submittal 1 DRAVVN BY: CK APPROVED BY DR DALE. 03/25,15 SI IEET TITLE TITLE SHEET SHFFTNUMBFR PV -01 1 inch Scale to Confirm 11"x17" Plot nCopyright 2015, Elite Solar hl6- r, / PROPERTY LINE (NP) I I VRI % C I I — I�K rn CV 3944' APN: 038-230-039-000 BUTTE COUNTY 4509' T WILDFIRES IN BUTTE Gvvn■ re vegetation and debris from and away from structure - kin clearance for aEfire safe inment. %12MIA GREEN CONSTRUCTION IN \SEMENTS PORTIONS OF STRUCTURE TO BE OUT EASEMENT -INCLUDING FOOTINGS, 1NDATIONS, WALLS, EAVES AND ROOF I� I Flood Zone;A E FIR.M.• 0607(- 07_75' � <V M PROPERTY OF Elite Solar ALL DESIGN PARAMETERS MUST BE CONFIRMED AND ADJUSTED TO MEET SITE SPECIFIC CONDITIONS OF USE. INSTALLING DEALER HAS SOLE RESPONSIBILITY FOR THE CORRECT SELECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO MEET ANY POWER PRODUCTION COMMITMENTS AND ALL LOCAUNATIONAL CODE AND SAFETY REQUIREMENTS. E ate Soler 15 PEPSI WAY DURHAM, CA 95938 (530) 345-9910 WWW.ELITESOLARCA.COM CSLB # 930561 C46 PROJECT INFORMATION NAME: Sohnrey & Sons Family Farm - Shop & Tower ADDRESS: 41 Skillin Lane CITY: Oroville, CA 95965 PHONE: DRAWN BY: CK AHJ: Butte County APN#: 038-230-039-000 PROJECT#: SHEET NUMBER PERMIT# t/,>" G>91 y 61f - O LS BUTTE COUNTYDE�VELOPMENT SERVICES C R EVI' E " `IED CtIOMP�.IA � E NIC AHJ SIGNATURE AND DATE E DATE_i�/L . 180° True 0 300' 600' 1200' Scale: 1" = 600' REVISION SCHEDULE No. Dale Description 1 03/25/15 Submittal DRAWN BY: CK APPROVED BY: OR DATE: 03/25115 SHEET TITLE OVERALL SITE PLAN SHEET NUMBER PV -02 1 inch Scale to Confirm 11"x17" Plot @Copyright 2015. Elite Solar 335-4" PROPERTY LINE (n•P) - 40' . 109'-4" INV. #8 II t I �IINV. #7 308'-10" - . r ' SOLAR LOAD CENTER _ INVERTER #4-6 CONDUIT IN TRENCH (N) 800A MAIN SERVICE PANEL (N) AC DISCONNECT NAME: PROPERTY OF ` ADDRESS: Elite Solar CITY: ALL DESIGN PARAMETERS MUST BE CONFIRMED PHONE: AND ADJUSTED TO MEET SITE SPECIFIC AHJ: CONDITIONS OF USE. INSTALLING DEALER HAS APN#: SOLE RESPONSIBILITY FOR THE CORRECT PROJECT#: SELECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO MEET ANY POWER PRODUCTION COMMITMENTS AND ALL LOCALINATIONAL CODE AND SAFETY REQUIREMENTS. PERMIT# ss,# +, BUTTE COUNTY DEVELOPMENT SERVICES '• .w.»�'1►!� • Solar CODE I �E t DATE/)^ 5�� BY �� _ 15 PEPSI WAY DURHAM, CA 95938 EXISTING BUILDING (530) 345-9910 (NP) IM/WV.ELITESOLARCA.COM - CSLB # 930561 C46 PROJECT INFORMATION . r ' SOLAR LOAD CENTER _ INVERTER #4-6 CONDUIT IN TRENCH (N) 800A MAIN SERVICE PANEL (N) AC DISCONNECT NAME: Sohnrey & Sons Family Farm - Shop & ' Tower ADDRESS: 41 Skillin Lane CITY: Oroville, CA 95965 PHONE: AHJ: Butte County APN#: 036.230-039-000 PROJECT#: AHJ SIGNATURE AND DATE REVISION SCHEDULE No. Dale Description 1 1 03125/15 1 Submittal DRAWN BY: CK APPROVED BY: DR DATE: 03/25/15 SHEET TITLE TOWER ARRAY VO SHEET NUMBER PV -03 1 inch , Scale to Confirm 11•'x17" Plot @Copyright 2015, Elite Solar 109'=4" --{ INV. #1 INV. #2 33' TYP. minninnin 116-11" INV. #3 99999 INVERTER #4 SOLAR LOAD CENTER NAME: Sohnrey & Sons Family Farm - Shop & Tower PROPERTY OF 41 Skilrin Lane CITY: Elite Solar PHONE: ALL DESIGN PARAMETERS MUST BE CONFIRMED Butte County APN#: AND ADJUSTED TO MEET SITE SPECIFIC PROJECT#: CONDITIONS OF USE. INSTALLING DEALER HAS SHOP ARRAY UO SHEET NUMBER SOLE RESPONSIBILITY FOR THE CORRECT t 1 inch Scale to Confirm 11"07" Plot @Copyright 2015, Elite Solar SELECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO MEET ANY POWER PRODUCTION COMMITMENTS AND ALL _ LOCAUNATIONAL CODE AND SAFETY REQUIREMENTS. LL MATERIALS AT OR ELOW BASE FLOOD LEVATION SHALL BE y.. �`� +' r'` `-& w' ' LOOD RESISTANT. •• �''.:�' El it"' Sblar 15 PEPSI WAY DURHAM, CA 95938 (530) 345-9910 WWW.ELITESOLARCA.COM CSLB # 930561 C46 PRMFCT INFnRMATInN NAME: Sohnrey & Sons Family Farm - Shop & Tower ADDRESS: 41 Skilrin Lane CITY: Oroville. CA 95965 PHONE: AHJ: Butte County APN#: D38-230-039-000 PROJECT#: PE_RMIT # BUTTE COUNTY DEVELOPMENT SERVICES O � _- ESD. FCS DATE .-- _ . _ �j BY IE CDE C-03 LAN AH RE AND DATE - - 200A MAIN SERVICE PANEL nn DISCONNECT — �un�jv�— - - r 180` True 0 40' 80' 160' Scale: l" = 80' REVISION SCHEDULE No. Dale Description 1 03/25/15 Submittal DRAWN BY: CK APPROVED BY: DR DATE: 03/25/15 SHEET TITLE SHOP ARRAY UO SHEET NUMBER PV -02 t 1 inch Scale to Confirm 11"07" Plot @Copyright 2015, Elite Solar EQUIPMENT SCHEDULE TAG DESCRIPTION COMPONENT COMMENTS 01 STRING OF PV MODULES IN SERIES (TYP OF 12) CANADIAN SOLAR CS6X-310P See Electrical Diagram for number of PV Modules per String /2 INVERTERS 1-10 ABB TRIO-27.6-TL-OUTO 3 (N) SOLAR LOAD CENTER 600A, 480/277V, 30,4W, WITH MAIN LUG 4 (N) AC DISCONNECT 1600A. 600VAC, WITH 500A FUSES 01 (N) MAIN ELECTRICAL SERVICE PANEL 1800A, 480/277V, 3PH, 4W, WITH 800A MAIN BREAKER PROPERTY OF Elite Solar ALL DESIGN PARAMETERS MUST BE CONFIRMED AND ADJUSTED TO MEET SITE SPECIFIC CONDITIONS OF USE. INSTALLING DEALER HAS SOLE RESPONSIBILITY FOR THE CORRECT SELECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO MEET ANY POWER PRODUCTION COMMITMENTS AND ALL LOCAUNATIONAL CODE AND SAFETY REQUIREMENTS. 4W 4 AW -16 Elite solar 15 PEPSI WAY DURHAM, CA 95938 (530) 345-9910 WWW.ELITESOLARCA.COM CSLB # 930561 C46 PROJECT INFORMATION NAME: SYSTEM INFORMATION SYSTEM SIZE: 305.04 KWDC PV MODULE: (984) CANADIAN SOLAR CS6X-310P RACKING: FIXED GROUD MOUNT INVERTER(S): (10) ABB TRIO-27.6-TL-OUTD PROPERTY OF Elite Solar ALL DESIGN PARAMETERS MUST BE CONFIRMED AND ADJUSTED TO MEET SITE SPECIFIC CONDITIONS OF USE. INSTALLING DEALER HAS SOLE RESPONSIBILITY FOR THE CORRECT SELECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO MEET ANY POWER PRODUCTION COMMITMENTS AND ALL LOCAUNATIONAL CODE AND SAFETY REQUIREMENTS. 4W 4 AW -16 Elite solar 15 PEPSI WAY DURHAM, CA 95938 (530) 345-9910 WWW.ELITESOLARCA.COM CSLB # 930561 C46 PROJECT INFORMATION NAME: Sohnrey & Sons Family Farm - Shop & Tower ADDRESS: 41 Skillin Lane CITY: Orovlle, CA 95965 (E) Electrical Panel CURRENT CARRYING AHJ: Butte County APN#: 038-230-039-000 3 Bare CU 800A, 480/277V, 30,4W In free air 618.8 CONTINUOUS CONTINUOUS OCP (TYP OF 36) LINE SIDE TAP CONDUCTORS NUMBER AMPACITY (A) -------------=-------------- 1 2 VOLTAGE ONE WAY 4 PER NEC 705.12(A) M RACEWAY (N) AC 1 TYPE (PER NEC 310.16) SIZE (min.) LOAD CENTER SIZE TYPE TAG CIRCUIT I 17 PV Modules in series Inverter Integrated Fuses 8 DC Disc INVERTER I DISTANCE (FT) 600A, 480/277V, 30 4W, NEMA 3R 40 (N)AC Disconnect Bare CU N/A In free air 582.4 150 0.54% (TYP OF 24) 500A Solid 17 PV M*sernies 15A MPPT1 _ I 4 45A/3P r--- --- ---®-- - _ --1 ----- - 1 1.00 45.00 #4 AWG THWN-2 1 17 PV M #8 AWG THWN 2 (1) 1-1/4" EMT/PVC I FROM INVERTER -1 �. 45A/3P n I I LOAD CENTER (TYP OF 2) I ! 80OA13P MCB FROM INVERTER -2 17 PV M (or eq.) FROM INVERTER -3 I 5 645AI3P (E) Loads NOTE: ! OINVERTER TO SOLAR 36 17 PV M 45 MPPT2 � 45.00 #8 AWG 45AI3P I CONDUCTOR SIZED I #8 AWG THWN 2 (1) 1" EMT/PVC 480.0 100 1.01% LOAD CENTER (TYP OF 8) INVERTER 417 IPER NEC 230.42(B) IFROM (or eq.) PV Modles in series r -00 _ FROM INVERTER -5 45AI3P ! -- - - -.-� O I FROM INVERTER -6 45A/3P �. 450 COMPLY wFrH2O13CAL/FORNL4 _ 1.00 450.00 TYPICAL OF INVERTER #1 - #6 1 THWN 2 45A/3p I ELECTRICAL CODE -ARTICLE 800.10(E) - ---------------------------- I FROM INVERTER -7 �. I 40'.3") and 705.12(D)(B) REQUIREMENTS TO AC DISCONNECT - - - - - - - - - - - - - I FROM INVERTER -8 45A^I3P FOR Uti/ity-Interoonnected E/ectric Power 2 2 j NVERTER-9 45A/3P ! I Production Systems I 16 PV Modules in series Inverter Integrated' Fuses & DG Disc INVERTER I I INVERTER -10 � I - dor 16 PV Modules in series 15A _ ( I fFROM I 10 #VALUE! 16 PV Modules in series 1 eq.) (or eq.) PERMIT # I 3 - BUTTE COUNTYr1EVELOPMENT SERVICES l 16 PV Modules in series PT2 I I�. I 9 . } i'M� �' 16 PV Modules in series ; 1 T ;y r r.; , ! : 16 PV Modules in senes - - -4MP / [SATE ._. y`Y/ �iY �-'✓ ------------------- TYPICAL OF INVERTER #7-#10 CONDUCTOR, CONDUIT, AND VOLTAGE DROP SCHEDULE PROPERTY OF Elite Solar ALL DESIGN PARAMETERS MUST BE CONFIRMED AND ADJUSTED TO MEET SITE SPECIFIC CONDITIONS OF USE. INSTALLING DEALER HAS SOLE RESPONSIBILITY FOR THE CORRECT SELECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO MEET ANY POWER PRODUCTION COMMITMENTS AND ALL LOCAUNATIONAL CODE AND SAFETY REQUIREMENTS. 4W 4 AW -16 Elite solar 15 PEPSI WAY DURHAM, CA 95938 (530) 345-9910 WWW.ELITESOLARCA.COM CSLB # 930561 C46 PROJECT INFORMATION NAME: Sohnrey & Sons Family Farm - Shop & Tower ADDRESS: 41 Skillin Lane CITY: Orovlle, CA 95965 PHONE: CURRENT CARRYING AHJ: Butte County APN#: 038-230-039-000 PROJECT#: Bare CU O PV SOURCE CKT 11.35 14.19 DERATES CONDUCTOR CURRENT CARRYING #10 AWG CONDUCTOR EGC/GEC CONDUIT #10 AWG Bare CU N/A In free air 618.8 CONTINUOUS CONTINUOUS OCP (TYP OF 36) REQUIRED CONDUCTORS NUMBER AMPACITY (A) VOLTAGE ONE WAY VOLTAGE DROP T(amb) RACEWAY AMPACITY (A) SIZE (min) TYPE (PER NEC 310.16) SIZE (min.) TYPE SIZE TYPE TAG CIRCUIT CURRENT (A) CURRENT x 1.25 (A) SIZE OF RUNS M DISTANCE (FT) (% AT 75°C) 40 #10 AWG Bare CU N/A In free air 582.4 150 0.54% (TYP OF 24) O PV SOURCE CKT 11.35 14.19 0.91 1.00 14.19 #10 AWG PV WIRE 1 40 #10 AWG Bare CU N/A In free air 618.8 150 0.51% (TYP OF 36) Solid O PV SOURCE CKT 11.35 14.19 0.91 1.00 14.19 #10 AWG PV WIRE 1 40 #10 AWG Bare CU N/A In free air 582.4 150 0.54% (TYP OF 24) Solid OINVERTER TO SOLAR 36 45.00 45 0.88 1.00 45.00 #4 AWG THWN-2 1 95 #8 AWG THWN 2 (1) 1-1/4" EMT/PVC 480.0 300 1.20% LOAD CENTER (TYP OF 2) (or eq.) (or eq.) OINVERTER TO SOLAR 36 45.00 45 0.88 1.00 45.00 #8 AWG THWN-2 1 55 #8 AWG THWN 2 (1) 1" EMT/PVC 480.0 100 1.01% LOAD CENTER (TYP OF 8) (or eq.) (or eq.) O SOLAR LOAD CENTER 360 450.00 450 0.88 1.00 450.00 250 AWG THWN 2 2 580 #3 AWG THWN 2 (2) 3" EMT/PVC 480.0 200 0.67% TO AC DISCONNECT (or eq.) (or eq.) © AC DISCONNECT - 600 0.88 1.00 681.82 350 AWG dor 2 700 #2 AWG (2) 3" EMT/PVC 480.0 10 #VALUE! TO POI eq.) (or eq.) AHJ SIGNATURE AND DATE No. Date Description 1 03/25/15 Submittal DRAWN BY: CK APPROVED BY: DR DATE: 03/25/15 SHEET TITLE TOWER ELECT. DIAGRAM SHEET NUMBER PV -03 i 1 inch � Scale to Confirm 11"x17" Plot @Copyright 2015, Elite Solar TAG DESCRIPTION STRING OF PV MODULES IN SERIES (TYP OF 12) INVERTERS 1-4 21 (N) SOLAR LOAD CENTER 4 (N) AC DISCONNECT h (E) MAIN ELECTRICAL SERVICE PANEL 1 ^ '� 17 PV Modules in series 17 PV Modules in series I 17 PV Modules in series 17 PV Modules in series I I 17 PV Modules in series 17 PV Modules in series I1-- — — — — — — — — — COMPONENT CANADIAN SOLAR CS6X-310P ABB TRIO-27.6-TL-OUTD 200A, 480/277V, 30,4W, WITH MAIN LUG 200A, 600VAC, WITH 2O0A FUSES 200A, 480/277V, 3PH, 4W, WITH 2O0A MAIN BREAKER COMMENTS See Electrical Diagram for number of PV Modules per String f I I I _J TYPICAL OF INVERTER #1 - #4 I COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS FOR SOLAR I PHOTOVOLTAIC SYSTEMS SYSTEM INFORMATION SYSTEM SIZE: 126.48 KWDC PV MODULE: (408) CANADIAN SOLAR CS6X-310P LOAD CENTER Inverter Integrated i INVERTER(S): 200A, 480/277V, % Fuses & DC Disc INVERTER N COMPLY WHN 2013 CALIFORNIA 4W, NEMA 3R 15A 2 I 408.38(0) and 705.12(0)(8) REQUIREMENTS MPPTt FOR Lwlity-L7Wrconnected Electric Power h REVISION SCHEDULE Production Systems r INVERTER-1FROM 45A/3PFROM V"V INVERTER -2 45A3P INVERTER -3 45A/3P MPPT2FROM FROM INVERTER -4 4511-1 I f I I I _J TYPICAL OF INVERTER #1 - #4 I COMPLY WITH CALIFORNIA ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS FOR SOLAR I PHOTOVOLTAIC SYSTEMS (N) Electrical Panel LINE SIDE TAP 200A, 480/277V, 30, 4W PER NEC 705.12(A) %1 200A I 20OA/3P I MCB I 3 4 (E) Loads NOTE: CONDUCTOR SIZED I PER NEC 230.42(B) I I L ------t PROPERTY OF Elite Solar ALL DESIGN PARAMETERS MUST BE CONFIRMED AND ADJUSTED TO MEET SITE SPECIFIC CONDITIONS OF USE. INSTALLING DEALER HAS SOLE RESPONSIBILITY FOR THE CORRECT SELECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO MEET ANY POWER PRODUCTION COMMITMENTS AND ALL LOCAUNATIONAL CODE AND SAFETY REQUIREMENTS. a y v, a .11 s Efite-'sol"ar 15 PEPSI WAY DURHAM, CA 95938 (530) 345-9910 WWW.ELITESOLARCA.COM CSLB # 930561 C46 PRO.IFCT INFnRMATION NAME: SYSTEM INFORMATION SYSTEM SIZE: 126.48 KWDC PV MODULE: (408) CANADIAN SOLAR CS6X-310P RACKING: FIXED GROUD MOUNT INVERTER(S): (4) ABB TRIO-27.6-TL-OUTD APN#: N COMPLY WHN 2013 CALIFORNIA PROJECT#: ELECTRICAL CODE- ARTICLE 690.10(E), 9 408.38(0) and 705.12(0)(8) REQUIREMENTS FOR Lwlity-L7Wrconnected Electric Power h REVISION SCHEDULE Production Systems r s (N) Electrical Panel LINE SIDE TAP 200A, 480/277V, 30, 4W PER NEC 705.12(A) %1 200A I 20OA/3P I MCB I 3 4 (E) Loads NOTE: CONDUCTOR SIZED I PER NEC 230.42(B) I I L ------t PROPERTY OF Elite Solar ALL DESIGN PARAMETERS MUST BE CONFIRMED AND ADJUSTED TO MEET SITE SPECIFIC CONDITIONS OF USE. INSTALLING DEALER HAS SOLE RESPONSIBILITY FOR THE CORRECT SELECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO MEET ANY POWER PRODUCTION COMMITMENTS AND ALL LOCAUNATIONAL CODE AND SAFETY REQUIREMENTS. a y v, a .11 s Efite-'sol"ar 15 PEPSI WAY DURHAM, CA 95938 (530) 345-9910 WWW.ELITESOLARCA.COM CSLB # 930561 C46 PRO.IFCT INFnRMATION NAME: Sohnrey & Sons Family Farm - Shop & Tower ADDRESS: 41 Skitiin Lane CITY: Oroville, CA 95965 PHONE: AHJ: Butte County APN#: 036-230-039-000 PROJECT#: 0614/1 PERMIT # 6t"TE CCt1NY D7 `i7"I_0PN-ENT ,r-'T'ICES AHJ SIGNATURE AND DATE DAT- - :{ • / �^! dY REVISION SCHEDULE No. Date Description 1 03125/15 Submittal) CONDUCTOR, CONDUIT, AND VOLTAGE DROP SCHEDULE DERATES CONDUCTOR CURRENT CARRYING CONDUCTOR EGC/GEC CONDUIT CONTINUOUS CONTINUOUS OCP REQUIRED CONDUCTORS NUMBER AMPACITY (A) VOLTAGE ONE WAY VOLTAGE DROP TAG CIRCUIT CURRENT (A) CURRENT x 1.25 (A) SIZE T(amb) RACEWAY AMPACITY (A) SIZE (min) TYPE OF RUNS (PER NEC 310.16) SIZE (min.) TYPE SIZE TYPE (V) DISTANCE (FT) (% AT 75°C) DRAWN BY: CK APPROVED BY: DR DATE: 03/25/15 1 PV SOURCE CKT 11.35 14.19 - 0.91 1.00 14.19 #10 AWG PV WIRE 1 40 #10 AWG Bare CU Solid N/A In free air 618.8 150 0.59° SHEET TITLE (TYP OF 24) SHOP ELECT. DIAGRAM INVERTER TO 36 45.00 45 0.88 1.00 45.00 #8 AWG THWN-2 1 55 #8 AWG THWN-2 1" EMT/PVC 480.0 100 ; 1.01 b SUB -PANEL (TYP OF 4) (or eq.) (or eq.) SHEET NUMBER SUB -PANEL TO144 18000 180 0.88 1.00 180.00 600 AWG THWN-2 1 475 #8 AWG THWN-2 4" EMT/PVC 480.0 580 0.64%, PV -03 O AC DISCONNECT . (or eq.) (or eq.) r 1 inch , AC DISCONNECT 200 0.88 1.00 227.27 #4/0 AWG (or�.) 1 260 #8 AWG (oreq.) 2-1/4" EMT/PVC 480.0 10 0.03% Scale to Confirm 11"x17" Plot ® TO LINE SIDE TAP - - OCopydght 2015, Elite Solar DESIGN TEMERATURESPROPERTY OF t 'SIGNAGE - TOWER Lowest Expected Temperature 27OF -3-CElite Solar r ALL DESIGN PARAMETERS MUST BE CONFIRMED Average High Temperature 100°F 38°C • • AND ADJUSTED TO MEET SITE SPECIFIC MA CONDITIONS OF USE. INSTALLING DEALER HAS MVI • • SOLE RESPONSIBILITY FOR THE CORRECT PV MODULE ELECTRICAL SPECIFICATIONS Sohnrey & Sons Family Farm - ShopB' Tower MANUFACTURER CANADIAN SOLAR MODEL- CS6X-310P - PMAX (NOMINAL OUTPUT POWER) 310 W VMP (VOLTAGE AT PMAX) 36.4 V - IMP (CURRENT AT PMAX) 8.52 A VOC (OPEN CIRCUIT VOLTAGE) 44.9 V ISC (SHORT SIRCUIT CURRENT) ; 9.08 A VOC TEMPERATURE COEFFICIENT -0.34 %/°C INVERTER ELECTRICAL SPECIFICATIONS Sohnrey & Sons Family Farm - ShopB' Tower MANUFACTURER, F ABB MODEL TRIO-27.6-TL-OUTD,- ; NOMINAL AC POWER 27.6 KW NOMINAL OUTPUT..VOLTAGE 480 V NOMINAL OUTPUT CURRENT 36 A - OCP SIZE '' : �•' ^ - , 45 A Y MPPT MIN AT FULL POWER ��f 200 V MPPT MAX AT FULL POWER V 950 V_*. MAXIMUM DC VOLTAGE. " 1000 V 7 ro of 2 -IL., ' SELECTION AND INSTALLATION OF OUTPUT CU. KK P.N1=N36UY.1\1 P$ EQUIPMENT AND MATERIALS TO MEET ANY OPERA LING VOLTAGE- e;%01 VOLTS POWER PRODUCTION COMMITMENTS AND ALL LOCAUNATIONAL CODEAND SAFETY REQUIREMENTS. P\' SYSTEAI .\C DISCONNEC'C R.\7EiuAC.OUTPUTCURREi' t36U .4\U'S :\C--.L-%.1"'OPEIL\TELY(; Y(1L1':\GE-�18U IN\'ER'1'ER UL''1'1'GT • UVAI: PO\YF:K SOCKCFS fWD IN SECOND SOIrRC'E IS PI10'fO-_\'OIA'BUC SYSTF""'M ® e , 1)U NU"f 12EL(IC.\'1'E T1115 K:\'fFaYAC OL: rPl! I'•CCKKF\-1-'f 3607\?IP$ O\'EKCIiRKEST DE\'ICE CE TER :\C NORNUCOPERATINC \'OLTAG -*0R01 N'0LLT UFCA --11 c CONDVlT IKVFKY 10') \V;\KSISC INTERIOREXTFRIOR ELECTRICSH(H:I: IL\ZARD 1 • • 1 IF:\ CKUUN .-FAUI: "S INDICATED, CAITIuN SOLAR CIRCLT NOK\IA L1.\',C ROUNn En CONDUCTORS • / . • SL•U' RE oNcrtuVNDED.\ND 6NERGI%EU 936561 C4• .091 ,.�+ Sohnrey & Sons Family Farm - ShopB' Tower ADDRESS: # OF MODULES IN TOWER SYSTEM - 984 MODULES' # OF MODULES IN SHOP SYSTEM � MODULES ' ` , •, MODULES s,, ( .. t . • Array NUMBER OF MODULES IN LARGEST STRING 17 MODULES �!' • • J/B �. - � r MAXIMUM DC SYSTEM VOLTAGE: - ) Max. String Voc x {1 + [(T_low - 25) x T_coeff.)): I :, 763.3 x {1 + [(-3 - 25) x -0.0034]) = - 836.0 V Array J/Bs . Q C / DV ±3 DATE: 03/25/15 :PERMIT Jt ) BtJTTE'.COIINTY DCI(ELQPMEIvT SE�tlaCES � . SHEET TITLE 7 �. Y y �� \ e , •' ELECTRICAL CALCULATIONS • >� � i• - , -� � � • , t •try ft � ��5 x. DC SOURCE INFORMATION Sohnrey & Sons Family Farm - ShopB' Tower ADDRESS: # OF MODULES IN TOWER SYSTEM - 984 MODULES' # OF MODULES IN SHOP SYSTEM 408 MODULES ' TOTAL NUMBER OF PV MODULES = 1392 MODULES SIGNAGE - SHOP., .. t . • NUMBER OF MODULES IN LARGEST STRING 17 MODULES �!' • • e - 1 •• " D�L L `f MAX. STRING VOC (17 x VOC). 763.3 V MAXIMUM DC SYSTEM VOLTAGE: - ) Max. String Voc x {1 + [(T_low - 25) x T_coeff.)): I :, 763.3 x {1 + [(-3 - 25) x -0.0034]) = - 836.0 V NAME:' Sohnrey & Sons Family Farm - ShopB' Tower ADDRESS: 41 Skilfin Lane - - CITY: Oroville•CA95965 - PHONE:- AHJ: • - , Butte County - - APN#: D3&230-039.000 -_- PROJECT# SIGNAGE - SHOP., \('NOR%'%l1oPKR.vl,ING\'OLTACF 11REVISION SCHEDULE NOl\'Oia'S O\'F:KCUKKKS'I' III:\'ICI: �^ OFCA - 11C CO,\DUIT (EVERY 10') WARNING INTF,RIORYiXTF.RIUR ELECI•ItI-FA'IU KIL\%\RU IJROI,INC,F:\LILT lS D\DIC:\'1'ED, IlLC:\GTION SOLAR CIRCUIT NOIL\1.\LLl"CR06NDED COSI)kW IF RS 3TA\' RE 1 ,,\CROI ;VDEIYAND ENERGIZED No. Date I Description ' 1 03/25/15 Submittal 1 e • ' • ' f - 9 • . �� ,r _ 1 ` SIGNAGE - SHOP., .. t . • �!' • • e - 1 •• " D�L L `f . DRAWN BY: CK a ! L ! • ` ti• l .. r' '< (' APPROVED BY: DR Array J/Bs . Q C / DV ±3 DATE: 03/25/15 :PERMIT ) BtJTTE'.COIINTY DCI(ELQPMEIvT SE�tlaCES � . SHEET TITLE 7 �. Y y �� \ e , •' ELECTRICAL CALCULATIONS • >� � i• - , -� � � • , t •try ft � ��5 , ' r t• _ - • H,MINIMA •.•• DATE_,s r ;,Y/mak"e 1±• c sr ' r.e..x -•�'- ' �' !v- '� .f .. . f. 1 - .5 •- s . '" ;.. 1 1.. 1 inch s F• + •,'' 1 ' 3 , -'. .• _ ( •t ,<,. + AC - Scale to Confirm 11"x17" Plot .. .r' P AWN . _. a� wf - J' @Copyright 2015, Elite Solar AHJ SIGNATURE AND DATE _ SOLAR • * . — — — LOAD — . . • ;., \('NOR%'%l1oPKR.vl,ING\'OLTACF 11REVISION SCHEDULE NOl\'Oia'S O\'F:KCUKKKS'I' III:\'ICI: �^ OFCA - 11C CO,\DUIT (EVERY 10') WARNING INTF,RIORYiXTF.RIUR ELECI•ItI-FA'IU KIL\%\RU IJROI,INC,F:\LILT lS D\DIC:\'1'ED, IlLC:\GTION SOLAR CIRCUIT NOIL\1.\LLl"CR06NDED COSI)kW IF RS 3TA\' RE 1 ,,\CROI ;VDEIYAND ENERGIZED No. Date I Description ' 1 03/25/15 Submittal 1 e • ' • ' f - 9 ~ .. . . _ 1 ` . ` 4 •, - .. t . • �!' • • e - 1 •• " D�L L `f . DRAWN BY: CK a ! L ! • ` ti• l .. r' '< (' APPROVED BY: DR Array J/Bs . Q C / DV ±3 DATE: 03/25/15 :PERMIT ) BtJTTE'.COIINTY DCI(ELQPMEIvT SE�tlaCES � . SHEET TITLE 7 �. Y y �� \ e , . � r 'Vd.W�D FQ['� �°' +. ELECTRICAL CALCULATIONS rte; 4 -1-' '; 1' `'' �, :- ,y''.k kF`e•': , r ± _ i + -... �'i� y //ff (��\ \` .. CODE,KPPL IAN—ICE, SHEET NUMBER ) DATE_,s r ;,Y/mak"e 1±• c sr ' r.e..x -•�'- ' �' !v- '� .f .. . f. 1 - .5 •- s . '" ;.. 1 1.. 1 inch s F• + •,'' 1 ' 3 , -'. .• _ ( •t ,<,. + + '.�f ,.. a - r. a 1 ' ).�'c - Scale to Confirm 11"x17" Plot .. .r' -, • ti i : - . _. a� wf - J' @Copyright 2015, Elite Solar EQUIPMENT SCHEDULE TAG DESCRIPTION COMPONENT COMMENTS 1!/ STRING OF PV MODULES IN SERIES (TYP OF 12) CANADIAN SOLAR CS6X-310P See Electrical Diagram for number of PV Modules per String 2 INVERTERS 1-10 ABB TRIO-27.6-TL-0UTD 3 (N) SOLAR LOAD CENTER 600A, 480/277V, 30,4W, WITH MAIN LUG 4 (N) AC DISCONNECT 600A, 600VAC, WITH 500A FUSES (N) MAIN ELECTRICAL SERVICE PANEL 1800A, 480/277V, 3PH, 4W, WITH 800A MAIN BREAKER PROPERTY OF Elite Solar ALL DESIGN PARAMETERS MUST BE CONFIRMED AND ADJUSTED TO MEET SITE SPECIFIC CONDITIONS OF USE. INSTALLING DEALER HAS SOLE RESPONSIBILITY FOR THE CORRECT SELECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO MEET ANY POWER PRODUCTION COMMITMENTS AND ALL LOCAUNATIONAL CODE AND SAFETY REQUIREMENTS. i - o 40 41 • `� ►� -yam Elito Sour 15 PEPSI WAY DURHAM, CA 95938 (530) 345-9910 WWW.ELITESOLARCA.COM CSLB # 930561 C46 PRn.IFCT INMRMATInN NAME: SYSTEM INFORMATION SYSTEM SIZE: 305.04 KWDC PV MODULE: (984) CANADIAN SOLAR CS6X-310P RACKING: FIXED GROUD MOUNT INVERTER(S): (10) ABB TRIO-27.6-TL-0UTD PROPERTY OF Elite Solar ALL DESIGN PARAMETERS MUST BE CONFIRMED AND ADJUSTED TO MEET SITE SPECIFIC CONDITIONS OF USE. INSTALLING DEALER HAS SOLE RESPONSIBILITY FOR THE CORRECT SELECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO MEET ANY POWER PRODUCTION COMMITMENTS AND ALL LOCAUNATIONAL CODE AND SAFETY REQUIREMENTS. i - o 40 41 • `� ►� -yam Elito Sour 15 PEPSI WAY DURHAM, CA 95938 (530) 345-9910 WWW.ELITESOLARCA.COM CSLB # 930561 C46 PRn.IFCT INMRMATInN NAME: Sohnrey & Sons Family Farm - Shop & Tower ADDRESS: 41 Skillin Lane CITY: Oroville, CA 95965 (E) Electrical Panel CURRENT CARRYING AHJ: Butte County APN#: 038-230-039-000 3 Bare CU Solid 800A, 480/277V, 30,4W In free air 618.8 CONTINUOUS CONTINUOUS OCP DRAWN BY:CK LINE SIDE TAP CONDUCTORS NUMBER F 14.19 1 2 VOLTAGE ONE WAY PER NEC 705.12(A) NI RACEWAY AC 1 TYPE (PER NEC 310.16) SIZE (min.) D LOAD CENTER SIZE TYPE TAG CIRCUIT l l 17 PV Modules in series Inverter Integrated Fuses & DC Disc INVERTER I I DISTANCE (FT) 600A, 480/277V, 30 4W, NEMA 3R 1.00 (N)AC Disconnect 174 AWG THWN-2 (or eq.) 1 95 #8 AWG THWN-2 (or eq.) (1) 1-1/4 EMT/PVC 480.0 300 o 1.20 /o SHEET TITLE TOWER ELECT. DIAGRAM ® SOOA 36 45.00 45 0.88 1.00 45.00 17 PV Modules in series THWN-2 (or eq.) -\.15Ar Mpt-rj _ #8 AWG I 4 (1) 1" EMT/PVC 480.0 100 1.01% SHEET NUMBER PV -03 O SOLAR LOAD CENTER TO AC DISCONNECT 360 450.00 450 0.88 1.00 450.00 250 AWG FROM INVERTER -1 45A/3P i #3 AWG THWN-2 (or eq) (2) 3° EMT/PVC 480.0 200 0.67° 1 1 inch , Scale to Confirm 11"x17" Plot @Copyright 2015, Elite Solar l 17 PV Modules in series - - 600 0.88 i FROM INVERTER -2 45N3P I I 2 700 I I 80OA13P MCB (2) 3" EMT/PVC 480.0 10 17 PV Modules in series 45A3P 5 6 (E) Loads .. IP T2 � I FROM INVERTER -3 NOTE: 17 PV Modules in series FROM INVERTER -4 45A/3P .-. I I CONDUCTOR SIZED I PER NEC 230.42(8) I 17 PV Modules in series J FROM INVERTER -5 45A/3P . ----_-F----- I FROM INVERTER -6 45A/3P � COWLY WrM 2O13 CA1JFORNIA _ I a5A/3P ! ELECTRICAL CODE- AR77CLE890.10(E), ------------------_--TYPICALOFINVERTER#1-#6 I i FROM INVERTER -7 /2 I 408.38(0) end 705.12(0)(8) REQUIREMENTS FROM INVERTER -8 45A/3P I FOR Utility-kilerconnected Electric Power Fr-7,---=-------- 1 2 IfFROMM NVERTER-9 45A/3P Il Production Systems I 16 PV Modules in series Inverter Integrated---�- Fuses & DC Disc INVERTER I I INVERTER -10 45A/3P #- -- -'-`� -- -- -" 16 PV Modules in series 15A MPPT1 - I I 1 L._ I J 16 PV Modules in series1 PERMIT#16 I BUTTE COUNTY DEVELOPMENT SERVICES PV Modules in series I MPPT2 t I ? ;�� { y a r 1 "��' �' r 16 PV Modules in series ti I - T` - -_-�- --�- ----_I--_� �+ c��J'►NCE I 16 PV Modules in series ---------------- DATE L------------------- TYPICAL OF INVERTER #7-#10 CONDUCTOR, CONDUIT, AND VOLTAGE DROP SCHEDULE PROPERTY OF Elite Solar ALL DESIGN PARAMETERS MUST BE CONFIRMED AND ADJUSTED TO MEET SITE SPECIFIC CONDITIONS OF USE. INSTALLING DEALER HAS SOLE RESPONSIBILITY FOR THE CORRECT SELECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO MEET ANY POWER PRODUCTION COMMITMENTS AND ALL LOCAUNATIONAL CODE AND SAFETY REQUIREMENTS. i - o 40 41 • `� ►� -yam Elito Sour 15 PEPSI WAY DURHAM, CA 95938 (530) 345-9910 WWW.ELITESOLARCA.COM CSLB # 930561 C46 PRn.IFCT INMRMATInN NAME: Sohnrey & Sons Family Farm - Shop & Tower ADDRESS: 41 Skillin Lane CITY: Oroville, CA 95965 PHONE: CURRENT CARRYING AHJ: Butte County APN#: 038-230-039-000 PROJECT#: Bare CU Solid AHJ SIGNATURE AND DATE REVISION SCHEDULE No. Date Description 1 1 03/25/15 1 Submittal) O PV SOURCE CKT (TYP OF 36) 11,35 14.19 DERATES CONDUCTOR CURRENT CARRYING #10 AWG CONDUCTOR EGC/GEC CONDUIT #10 AWG Bare CU Solid N/A In free air 618.8 CONTINUOUS CONTINUOUS OCP DRAWN BY:CK REQUIRED CONDUCTORS NUMBER AMPACITY (A) 14.19 VOLTAGE ONE WAY VOLTAGE DROP T(amb) RACEWAY AMPACITY (A) SIZE (min) TYPE (PER NEC 310.16) SIZE (min.) TYPE SIZE TYPE TAG CIRCUIT CURRENT (A) CURRENT x 1.25 (A) SIZE OF RUNS M DISTANCE (FT) (% AT 75°C) 1.00 45.00 174 AWG THWN-2 (or eq.) 1 95 #8 AWG THWN-2 (or eq.) (1) 1-1/4 EMT/PVC 480.0 300 o 1.20 /o SHEET TITLE TOWER ELECT. DIAGRAM ® INVERTER TO SOLAR LOAD CENTER (TYP OF 8) 36 45.00 AHJ SIGNATURE AND DATE REVISION SCHEDULE No. Date Description 1 1 03/25/15 1 Submittal) O PV SOURCE CKT (TYP OF 36) 11,35 14.19 0.91 1.00 14.19 #10 AWG PV WIRE 1 40 #10 AWG Bare CU Solid N/A In free air 618.8 150 0.51% DRAWN BY:CK APPROVEDED DR BY: OR O PV SOURCE CKT (TYP OF 24) 11.35 14.19 0.91 1.00 14.19 #10 AWG PV WIRE 1 40 #10 AWG Bare CU Solid N/A In free air 582.4 150 0.54% DATE: 0325/15 INVERTER TO SOLAR LOAD CENTER (TYP OF 2) 36 45.00 45 0.88 1.00 45.00 174 AWG THWN-2 (or eq.) 1 95 #8 AWG THWN-2 (or eq.) (1) 1-1/4 EMT/PVC 480.0 300 o 1.20 /o SHEET TITLE TOWER ELECT. DIAGRAM ® INVERTER TO SOLAR LOAD CENTER (TYP OF 8) 36 45.00 45 0.88 1.00 45.00 #8 AWG THWN-2 (or eq.) 1 55 #8 AWG THWN-2 (or eq.) (1) 1" EMT/PVC 480.0 100 1.01% SHEET NUMBER PV -03 O SOLAR LOAD CENTER TO AC DISCONNECT 360 450.00 450 0.88 1.00 450.00 250 AWG THWN-2 (or eq) 2 580 #3 AWG THWN-2 (or eq) (2) 3° EMT/PVC 480.0 200 0.67° 1 1 inch , Scale to Confirm 11"x17" Plot @Copyright 2015, Elite Solar © AC DISCONNECT TO POI - - 600 0.88 1.00 681.82 350 AWG THWN-2 (or eq.) 2 700 #2 AWG THWN-2 (or eq) (2) 3" EMT/PVC 480.0 10 #VALUE! TAG DESCRIPTION STRING OF PV MODULES IN SERIES (TYP OF 12) 2 INVERTERS 1-4 3 (N) SOLAR LOAD CENTER 4 (N) AC DISCONNECT 5 (E) MAIN ELECTRICAL SERVICE PANEL I 17 PV Modules in series SYSTEM INFORMATION 17 PV Modules in series 1 17 PV Modules in series PHONE: 17 PV Modules in series I Butte County I FROM INVERTER -1 17 PV Modules in series I 17 PV Modules in series _ COMPONENT CANADIAN SOLAR CS6X-310P ABB TRIO-27.6-TL-OUTD 200A, 480/277V, 30,4W, WITH MAIN LUG 200A, 600VAC, WITH 2O0A FUSES 200A, 480/277V, 3PH, 4W, WITH 2O0A MAIN BREAKER Inverter Integrated Fuses & DC Disc INVERTER 15A1�1 EAPPT1 I /' COMMENTS See Electrical Diagram for number of PV Modules per String MPPT2 I FROM INVERTER -3 45^3P FROM INVERTER -4 45A^/3P — - - — - - — - - —TYPICAL OF INVERTER #1 - #4 I COMPLY WITH CALIFORNIA y ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS FOR SOLAR I PHOTOVOLTAIC SYSTEMS (N) AC SYSTEM INFORMATION LOAD CENTER CITY: 200A, 480/277V, 3G PHONE: 4W,NEMA3R 2 Butte County I FROM INVERTER -1 45A13P I FROM INVERTER -2 45A3P MPPT2 I FROM INVERTER -3 45^3P FROM INVERTER -4 45A^/3P — - - — - - — - - —TYPICAL OF INVERTER #1 - #4 I COMPLY WITH CALIFORNIA y ELECTRICAL CODE- ARTICLE 690 REQUIREMENTS FOR SOLAR I PHOTOVOLTAIC SYSTEMS 200A I 20OA/3P MCB 3 4 (E) Loads I '� NOTE: CONDUCTOR SIZED I PER NEC 230.42(B) I I L ------t PERMIT # BC'ri E C;Dt (N -,v i;^- 'F'l C WF:NT i "TACES Lql DATE - --- -dY v� NAME: Sohnrey & Sons Family Farm - Shop & Tourer SYSTEM INFORMATION PROPERTY OF Elite Solar ALL DESIGN PARAMETERS MUST BE CONFIRMED CITY: SYSTEM SIZE: 126.48 KWDC PHONE: PV MODULE: (408) CANADIAN SOLAR CS6X-310P AHJ: Butte County APN#: AND ADJUSTED TO MEET SITE SPECIFIC CONDITIONS OF USE. INSTALLING DEALER HAS PROJECT*. RACKING: FIXED GROUD MOUNT SOLE RESPONSIBILITY FOR THE CORRECT SELECTION AND INSTALLATION OF ALL EQUIPMENT AND MATERIALS TO MEET ANY POWER PRODUCTION COMMITMENTS AND ALL INVERTER(S): (4) ABB TRIO-27.6-TL-OUTO _ ___ DERATES I LOCAUNATIONAL CODE AND SAFETY COMPLY WITH 2013 CALIFORNIA REQUIREMENTS. ELECTRICAL CODE- AR77CLE 890,100, 408.38(D) end 705.12(D)(8) REQUIREMENTS FOR U lity-brteroonnected Electric Power •Y. �41- CONTINUOUS Production SystemeSite- OCP oSia''.r CONDUCTORS 5 15 PEPSI WAY DURHAM, CA 95938 ONE WAY (N) Electrical Panel (530) 345-9910 TAG 200A, 480/277V, 30,4W WWW.ELITESOLARCA.COM LINE SIDE TAP SIZE T(amb) PER NEC 705.12(A) M & CSLB # 930561 C46 TYPE OF RUNS PROJECT INFORMATION 200A I 20OA/3P MCB 3 4 (E) Loads I '� NOTE: CONDUCTOR SIZED I PER NEC 230.42(B) I I L ------t PERMIT # BC'ri E C;Dt (N -,v i;^- 'F'l C WF:NT i "TACES Lql DATE - --- -dY v� NAME: Sohnrey & Sons Family Farm - Shop & Tourer ADDRESS: 41 Skillin Lane CITY: Oroville, CA 95965 PHONE: CONDUCTOR, CONDUIT, AND VOLTAGE DROP SCHEDULE AHJ: Butte County APN#: 038-230-039-000 PROJECT*. I AHJ SIGNATURE AND DATE I REVISION SCHEDULE 11 No. Date Description 1 1 03/25/15 1 Submittal) i� CONDUCTOR, CONDUIT, AND VOLTAGE DROP SCHEDULE DERATES CONDUCTOR CURRENT CARRYING CONDUCTOR EGG/GEC CONDUIT CONTINUOUS CONTINUOUS OCP REQUIRED CONDUCTORS NUMBER AMPACITY (A) VOLTAGE ONE WAY VOLTAGE DROP TAG CIRCUIT CURRENT (A) CURRENT x 1.25 (A) SIZE T(amb) RACEWAY AMPACITY (A) SIZE (min) TYPE OF RUNS (PERNEC310.16) SIZE (min.) TYPE SIZE TYPE M DISTANCE (FT) (% AT 75°C) DRAWN BY: CK APPROVED BY: I OR DATE: 03/25/15 O PV SOURCE CKT 11.35 14.19 - 0.91 1.00 14.19 #10 AWG PV WIRE 1 40 #10 AWG Bare CU N/A In free air 618.8 150 0.59% (TYP OF 24) Solid SHEET TITLE INVERTER TO THWN-2 THWN-2 SHOP ELECT. DIAGRAM 36 45.00 45 0.88 1.00 45.00 #8 AWG 1 55 #8 AWG eq) 1" EMT/PVC 480.0 100 1.01°b SUB -PANEL (TYP OF 4) (or eq.) (or SHEET NUMBER O SUB -PANEL TO 144 180.00 180 0.88 1.00 180.00 600 AWG THWN 2 1 475 #8 AWG THWN-2 4" EMT/PVC 480.0 580 0.64%. PV -03 AC DISCONNECT (or eq.) (or eq.) 1 1 inch ® AC DISCONNECT - - 200 0.88 1.00 227.27 #4/0 AWG THWN-2 1 260 #8 AWG THWN-2 2-114" EMT/PVC 480.0 10 0.03 ° Scale to Confirm 11^x17' Plot TO LINE SIDE TAP (or eq.) (or eq.) OCopyright 2015, Elite solar i� DESIGN TEMERATURES Lowest Expected Temperature 27OF -3°C Average High Temperature 100-F 38°C PV MODULE ELECTRICAL SPECIFICATIONS , MANUFACTURER CANADIAN SOLAR MODEL - CS6X-310P PMAX (NOMINAL OUTPUT POWER) 310 W VMP (VOLTAGE AT PMAX) 36.4 V IMP (CURRENT AT PMAX) 8.52 A VOC (OPEN CIRCUIT VOLTAGE) 44.9 V ISC (SHORT SIRCUIT CURRENT) 9.08 A ' VOC TEMPERATURE COEFFICIENT -0.34 %/°C INVERTER ELECTRICAL SPECIFICATIONS Sohnrey & Sons Family Farm - Shop 6:r Tower MANUFACTURER- ABB MODEL TRIO-27.6-TL-OUTD, NOMINAL AC POWER 27.6 KW NOMINAL OUTPUT VOLTAGE o' '"' 480 V NOMINAL OUTPUT CURRENT `; 36 A - OCP SIZE 45 A MPPT MIN AT FULL POWER { ,,,. 200 V MPPT MAX AT FULL POWER "' 950 V. _ 01 MAXIMUM DC VOLTAGE. P` 1000 V DC SOURCE INFORMATION Sohnrey & Sons Family Farm - Shop 6:r Tower PROPERTY OF # OF MODULES IN TOWER SYSTEM 984 MODULES f t # OF MODULES IN SHOP SYSTEM: �� 408 MODULES TOTAL NUMBER OF PV MODULES:- 1392 MODULES-` PROJECT# WARNING NUMBER OF MODULES IN LARGEST STRING 17 MODULES -' OPOWERSOURCES MAX. STRING VOC (17 x VOC). 763.3 V _ SECONDSOURCE is • SELECTION AND INSTALLATION OF ALL MAXIMUM DC SYSTEM VOLTAGE: '• ' Max. String Voc x {1 + [(T_low - 25)x T_coeff.]): EQUIPMENT AND MATERIALS TO MEET ANY l , 763.3 x {1 + [(-3 -125) x -0.0034]) _ 836.0 V - INTFRIoRif-xTERIORL: STR111A INGCR.O,UNC-FAI,IITIS INDICATED, (530) 345-9910 INVERTER • • MAY BE UNGROUNDEDAND FNFRGIZED !' rWWWELITESOLARCA.COM CSLB # 930561 C46 e � r - r , � _ • - L - ., �------ . s` t , ; - . �-;�� PROJECT INFORMATION Array J/B _ , NAME:' Sohnrey & Sons Family Farm - Shop 6:r Tower PROPERTY OF . SIGNAGE - TOWER CITY: Elite Solar - PHONE: r ALL DESIGN PARAMETERS MUST BE CONFIRMED Butte County APN#: - - AND ADJUSTED TO MEET SITE SPECIFIC PROJECT# WARNING CONDITIONS OF USE. INSTALLING DEALER HAS OPOWERSOURCES SOLE RESPONSIBILITY FOR THE CORRECT SECONDSOURCE is • SELECTION AND INSTALLATION OF ALL 360 AMPS r ' VOLTS _ EQUIPMENT AND MATERIALS TO MEET ANY . POWER PRODUCTION COMMITMENTS AND ALL LOCAUNATIONAL CODE AND SAFETY ¢ , REQUIREMENTS. RATEDACOUTPUTILAIRREINT. 360 111.1, 1 —4 AC - - INVERTER OUTPL:T SOLARPOWER •L RCLS tea+ ;r r E�- • --- LOAD' — ' 360 rSOla 1 OVERCURRENT DEVICE CENTER 15 PEPSI WAY- -` r DURHAM,•CA 95938 INTFRIoRif-xTERIORL: STR111A INGCR.O,UNC-FAI,IITIS INDICATED, (530) 345-9910 INVERTER • • MAY BE UNGROUNDEDAND FNFRGIZED !' rWWWELITESOLARCA.COM CSLB # 930561 C46 e � r - r , � _ • - L - ., �------ . s` t , ; - . �-;�� PROJECT INFORMATION Array J/B _ , NAME:' Sohnrey & Sons Family Farm - Shop 6:r Tower ADDRESS:. 41 SkiBn Lane r CITY: Oroville, CA 95965 PHONE: • - AHJ: -. Butte County APN#: - - 038-230-039-000 PROJECT# SIGNAGE.- . AC lll!•\L t'O\\'LR SOURCES SEC -OND SOI!RCE IS PIIOTO-\'@LAI}\If.: Sl'SFE?I R.4'fEU:\C (7C1'1'II'f t'.GRREN'1'- 14J eUll'S .\C NOR.NAL OI'EIL\TING VOLT'.\GF 1.ti0 \'OL'I'S PV j\'$'I'Bdl :\C UISCON\ECT R:crr;DAcrllrrrcrcuRREnf- laa Aa1rs :\CNORAIALOPER.\TEIVC: VOC(AGE- aS0 VOLTS r \FAN\INC � \Y:\RNWL: fN\'IdR'fER OUFPI: r � DI'AI. 1'O\1`ER SOL:RC'ES CON\F.C'I'10\ �.•� SP:COND SO L'RCk: 15 VHO'I'O-POI,A'I',\IC'S\'S'I'P:\1 novorRel-o(,\rETRIs KA'IEDAC0UT1'UTCURRENT- wu A�Irs OVERCURRENTI)EVICF: .\C NON\L\LOPP:H.\'PING\'01:1':\GP;- MO VOIA'S _ • OFCA - uC CONriurr (EVERY JO•) WARNING INTERIOR / EXTERIOR ELECTRIC SIIOCF I4\"!.,\RU 1R A C:ROIING-F,\IILT IS I1NDICATF.D. INVEM CAUTION SOLAR CIRCUIT NO)OL\LLY GROI:NDED cosmicrOR.N 3f,%V BE 1;NCRO1'iNDEU,\NDF.NERCIZEU No. Date Description 1 03/25/15 Submittal r _, _ / a ' �.---.t--- _ •' - r//( O� �.r C'- KDATE: BY: CK ~ . " 1 • TM �P (' - 1 ..f r L ED BY: DR { r - - • : ,i Array . - . r _ 'T.. � J/B 1 � y 03/25175 PERMIT# I ' • r - r a BUTTE COUNTY DcVELQFMENT SERVICES SHEET TITLE r • d` Y s -' y ; Y REVIEWED MELECTRICAL CALCULATIONS 6OD SHEET NUMBER AN 4L1 �j1 PV -07 c.' S ` } -yy .i/, �q ..•71 - r i- .'t �� ,q. • �. + {' i +,V�d - J DATE - - +-.3-f. -' :-.:.-...._f �y.:fir �Lr •Ltd w" . ti - - • r `:� 1 inch r'1`' F. • , Scale to Confirm 11"x17 Plot ., ;.0, . • , rd' -e . @Copyright 2015, Elite Solar ' N 110 U.S. DEPARTMENT OF HOMELAND SECURITY FEDERAL EMERGENCY MANAGEMENT AGENCY Natiowl Flood Insurance Ptogrom ELEVATION CERTIFICATE IMPORTANT: Follow the instructions on pages 1-9. OMB No. 1660-0008 Expiration Date: July 31, 2015 SECTION A - PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Sohnrey policy Number: A2. Builtling Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or PO. Route and Box No. I Company MAIC Number: i City Orovilie State Ca ZIP Code 95965 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN: 038-230-039 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Tower solar array A5. Latitude/Longitude: Lat. Long. Horizontal Datum: ❑ NAD 1927 ❑ 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 NIA A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) N/A sq ft a) Square footage of attached garage N_.A.. . _ sq ft b) No. of permanent flood openings In the crawlspace or b) Number of permanent flood openings In the attached garage enclosure(s) within 1.0 foot above adjacent grade within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings In A9.b sq in d) Engineered flood openings? ❑ Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 81. NFIP Community Name & Community Number 82. County Name 83. State ButteGountv 060017 Butte untv I Ca B4. Map/Panel Number 85. Suffix 86. FIRM Index Date 87. FIRM Panel Effective/ 88. Flood Zones) 89. Base Flood Elevation(s) (Zone Cl. Building elevations are based on: ® Construction Drawings" ❑ Building Under Construction* ❑ Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. Revised Date C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. A0, use base flood depth) 0600700755 E 01/06/2011 01/06/2011 A 147.30 B10.Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: License Number 8754 ❑ AS Profile ❑FIRM ❑ Community Determined ® Other/Source: FIRM Map. Quad mag and site topographic survey Title Bll. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: ^ I B12. Is the building located In a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No (nom •9OF ,,.``Oj CA Designation Date: / / ❑ CBRS ❑ OPA Ciry States 21a Code Chico I Ca 95926 SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Datedh A li =-I Telephone Cl. Building elevations are based on: ® 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, Vi -V30, V (with BFE), AR, AR/A, AR/AE, AR/A3-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: Butte County Benchmark ##1331 Vertical Datum: NOVO 1929 Indicate elevation datum used for the elevations In Items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BRE. Check the measureme sed. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) ® feet ❑ me H BUTTE b) Top of the next higher floor ❑ feet ❑ m or COUNTY L`I c) Bottom of the lowest horizontal structural member (V Zones only) ❑ feet ❑ me rs d d) Attached garage (top of slab) ❑feet ❑me ers APR 15 2015 e) Lowest elevation of machinery or equipment servicing the building 147 , 40 ® feet ❑ meters LU U cc uJW 2 OQ CL J OOHLu LLIO W (X:0U 0 m (Describe type of equipment and location in Comments) DEVELOPMENT f) Lowest adjacent (finished) grade next to building (LAG) 145. 30 ® feet ❑ m ers g) Highest adjacent (finished) grade next to building (HAG) 147 . 05 ® feet ❑ m ars SERVICES h) Lowest adjacent grade at lowest elevation of deck or stairs, Including ❑ feet ❑ meters �� structural support 7 lr -V �J SECTION 0 - 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. I oertfry 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. O N 2 Check here If comments are provided on back of form. Were latitude and longitude in Section A provided by a L ❑ Check here if attachments. licensed land surveyor? ❑ Yes ❑ No ,L Certifler's Name Lauren J. McSwain License Number 8754 ( ` J' WAIN A JI-tL y 7i N0;18754 ll Title Company Name Professional Land Surveyor Feenev Engineering & Surveying, Inc. (nom •9OF ,,.``Oj CA Address PMB 301, 24 W. Fast Avenme, Suit A Ciry States 21a Code Chico I Ca 95926 Signature ]A/ ^ Datedh A li =-I Telephone FEMA Form 086.033-tTfM See reverse side for continuation. Replaces all previous editions. f� L't=-� ao)a"f _Iii ELEVATION CERTIFICATE, page 2 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: City State ZIP Code [company NAIC Number: SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/company, and (3) building owner. Comments Item C2e refers to the combiner boxes, inverter box and electrical equipment for the solar panels. The topographic survey elevations were converted from NAVD 88 to NGVD 29 by using the national geodetic website height conversion program. Signature,-�/ /,Lj////` / ► Date. SEbff6N EG A RMATION (SURVEY NOT REQtARED) FOR ZONE AO AND ZONE A (WITHOUT BFE)) For Zones AO and A (without BFE), complete items Ei-E5. If the Certificate is Intended to support a LOMA or LOMR-F request, complete Sections A, Band C. For Items E1 -E4, use natural grade, If available. Check the measurement used. in Puerto Rico only, enter meters. El. 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, crawispace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (Including basement, crewlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams " with permanent flood openings provided In Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b In the diagrams) of the building Is ❑feet ❑ meters ❑ 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 FEMPAssued or communitylssued 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 Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION O - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodpialn management ordinance can complete Sections A, B, C (or E), and G of this Elevation.Certifieate. Complete the applicable Item(s) and sign below. Check the measurement used In Items G8 -G10. In Puerto Rico only, enter meters. G1. ❑ The Information In Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation Information. (indicate the source and date of the elevation data In the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -Issued or community -Issued BFE) or Zone A0. G3. ❑ The following Information (Items G4 -G9) Is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been Issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as•buiit lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. SFE or (In Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum GIO.Community's design flood elevation: ❑feet ❑meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086-033 (7/12) Replaces all previous editions. r Mtn://nv.end an. cnm/ 1/1 U.S. DEPARTMENT OF HOMELAND SECURITY % ELEVATION CERTIFICATE OMB No. 1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY ` PORTANT: follow the instructions on pages 1-9. Expiration Date: July 31, 2015 Nationol Food Ins-ull Program / SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name $ohnre)/ Policy Number: A2. Buildln Street Address (includ,r /Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIL Number: Sklllin Lane State Ca ZIP Code 95965 city Oroville Iock Numbers, Tax Parcel Number, Legal Description, etc.) A3, Property Description (Lot to APN: 038-230 039 al, Non -Residential, Addition, Accessory, etc.) shop solar array A4 Building Use (e.g., Resl,' Long. Horizontal Datum: ❑ NAD 1927 ❑ NAD 1983 A5. Latftude/Longitude:phs of the building If the Certificate is being used to obtain flood Insurance. A6. Attach at least 2 Pl ler N/A A7. Building Diagram trewispace or enclosure(s): A9. For a building with an attached garage: A8. For a building wJo//f''crsMspece or enclosure(s) N/A sq ft a) Square footage of attached garage NIA sq ft a) Square fo//giant flood openings In the crawispace or b) Number of permanent flood openings In the attached garage b) No. of prwithin 1.0 foot above adjacent grade within 1.0 foot above adjacent grade enclOs ea of flood openings In A8.b sq In c) Total net area of flood openings in A9.b sq In f C) T � ed flood openings? ❑ Yes ❑ No d) Engineered flood openings? [3 Yes E] No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION mmunity Name & Community Number 182. County Name _ .. _ 83. State _ " Revised Date I A0, use base flood depth) 06007CO755 E 01/06/2011 1 01/06/2011 A 142.20 OFd10.Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item 89: L ❑ FIS Profile ❑ FIRM [3Community Determined ® Other/Source: FIRM Mau. -Quad map and site t0000r=phlc survey _ 611. Indicate elevation datum used for BFE in Item B9: ❑NGVD 1929 ®NAND 1988 ❑Other/Source: u. 812. Is the building located In a Coastal Barrier Resources System (CORS) area or Otherwise Protected Area (OPA)? [3 Yes ®No Cr Designation Date: / / ❑ CORS C] OPA LL SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: IN Construction Drswings" ❑ Building Under Construction* ❑ Finished Construction i j *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, Vi—V30, V (with BFE), AR, AR/A, AR/AE, AR/Al--A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Z Benchmark Utilized: Butte County Benchmark #1331 vertical Datum: NGVQ 1929 Indicate elevation datum used for the elevations In Items a throw h below. NGVD 1929 ® NAVD 1988 through ) ❑ ❑Other/Source: O O Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. w a) Top of bottom floor (including basement, crawlspace, or enclosure floor) ® feet ❑m ers b) Top of the next higher floor ❑ feet ❑m ers BUTTE c) Bottom of the lowest horizontal structural member (V Zones only) ❑ feet E3 m tersCOUNTY d) Attached garage (top of slab) 0 feet ❑ m ters cr w e) Lowest elevation of machinery or equipment servicing the building 144. 0 ® feet ❑ m APR 15 2 01 �`L �ters (Describe type of equipment and location In Comments) f) Lowest adjacent (finished) grade next to building (LAG) 142. 13 ® feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 145. 3 _ 1@ feet ❑ meters DEVELOPMENT h) Lowest adjacent grade at lowest elevation of deck or stairs, Including ❑ feet ❑ meters SERVICES structural support - _— 1 r SECTION D - SURVEYOR, ENGINEER, OR ARCI41I EC I CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify, elevation Information, t certify that the information on this Certlticate represents my best efforts to Interpret the data available. I understand that any false statement may be punishable by fine or Imprisonment under 18 U.S. Code, Section 1001. p ® Check here If comments are provided on back of form. Were latitude and longitude In Section A provided by a ❑ Check here if attachments. licensed land surveyor? ❑ Yes ❑ No Lauren J. McSwain Title Professional Land FEMA Form 8 7Number A Chico I Ca See reverse side for continuation. No.i6754 W Inc. 95926 N� Pte` Co7A �F �t�� Replaces all previous editions. f��j L e (f� y- ELEVATION CERTIFICATE, page 2 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 P0. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number: SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agent/company, and (3) building owner. Comments Item C2e refers to the combiner boxes, inverter box and electrical equipment for the solar panels. The topographic survey elevations were converted from NAVD 88 to NGVD 29 by using the national geodetic website height conversion program. Date SECTION E - SUMO G ELEVATION-111WORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT SFE) For Zones AO and A (without BFE), complete hems EI -E5. If the Certificate Is intended to support a LOMA or LOMR-F request, complete Sections A, Band C For hems EI -E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. Ei. 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 b) Top of bottom floor (Including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. ❑ 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 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building Is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of stab) 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 FEMMssued or communitydssued BFE) or Zone AO must sign here. The statements In Sections A, 8, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here If attachments. SECTION 0 - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A. B. C (or E),.and G of this Elevation Certificate. Complete the applicable Rem(s) and sign below. Check the measurement used In hems Ga -010. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and seated by a licensed surveyor, engineer, or architect who Is authorized by law to certify elevation information. (Indicate the source and date of the elevation data In the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -Issued BFE) or Zone A0. G3. ❑ The following Information (Items 04-G9) is provided for community floodplain management purposes. This permit has been Issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -bulb lowest floor (including basement) of the building: G9. BFE or (In Zone AO) depth of flooding at the building site: G10.Community's design flood elevation: Local Official's Name Title Community Name Telephone Signature Date Comments ❑ feet ❑ meters ❑ feet ❑ meters Datum Datum ❑ feet ❑ meters Datum ❑ Check here if attachments. FEMA Form 086-033 (7/12) Replaces all previous editions. 4/15WJ15 EN PLAN Parcel Viewer httnAw.andanrom/ 1/1