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Home My WebLink About007-320-023' VINCI & ASSOCIATES 61ruclural (5129ineer3 September 18, 2014 Alternative Energy Systems Inc. P.O. Box 9231 ' Chico, CA 95927 Subject: Review of minimum footing requirements ' Project: (813) Module Photovoltaic Groundmount InstallationArra 12 Arrays) Y) t - GOCOM 3462 Silverbell Rd, Chico, CA 95973 V&A Project No. 12-3457 t The purpose of this report is to provide a sitespecific analysis of the minimum footing requirements for the photovoltaic array groundtrac installation at 3462 Silverbell Rd ' in Chico, CA 95973. ' Based upon our review of the 12 Photovoltaic Arrays, installed 3 modules high and 24 modules wide. The PV Array shall have a transverse spacing of approximately 6.75 feet on center and a longitudinal spacing of 10.00 feet maximum. Based upon a wind speed. of 100 mph, Exposure C, it was determined that the minimum required footing depth is 24 inches minimum below grade for a 16 inch diameter pier footing. As an alternate a 18 inches minimum below grade for a 24 inch diameter pier footing may be used. The ' footing size is based upon the worst case loading due to horizontal and vertical wind loading. ' Refer to attached calculations and details for additional information. Our professional services have been performed using the degree of care and skill ordinarily ' exercised under similar circumstances by reputable engineers practicing in this locality: NO other warranty, expressed or i d, is made as to the professional options included in this report. We hope thi r vi ou with the information you need at this time. Please call Ls ' if you have any es on garding this report. Q�pFESs,� ' Sincerely, o w VINCI A OCIATES, tia c No. 54411 M Exp. 12/31/15 ' * sr,p� * BUTTE Ja R. nci, S.E. j� gTFOF cA��F� I COUNTY ?' Li se No. S-4411 PERMIT # VI��LOr " SEP 4`02 2014 ' BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR DEVELOPMENT CODE COMPLIANCE ' DATE A'0 III SERVICES L4 ' 175 E. WILBUR ROAD, STE 103 THOUSAND OAKS, CA 91360 p 805.496-2100 1 .f 805.496-2442 • e vinci@vincise.com DATE: 9/18/2014 PROJECT: GOCOM 3462 Silverbell Rd Chico, CA 95973 CLIENT: Alternative Energy Systems Inc. DESIGN DATA: VINCI & ASSOCIATES 61ruclural Cngineers 175E. WILBUR ROAD, STE 103 -THOUSAND OAKS, CA 91360 p 805.496.2100 • f 805.496.2442 • e vinci@VinciSE.com SHEET: Al JOB NO.: 12-3457 ENGR.: SRV WIND DESIGN CRITERIA: BASIC WIND SPEED = 100 mph WIND EXPOSURE = C GROUND SNOW LOAD = 0 psf SOLAR MODULE ARRAY DATA Sloped Dimension of Array = 128.85 in Angle of Array = 15 degrees Slope of Array: = 3.11 :12 No. of Modules in Transverse Direction = 3 No. of Modules in Longitudinal Direction = 24 Total No. of Modules in Project = 813 Transverse Post Spacing = 6.75 ft Longitudinal Post Spacing = 10.00 ft Number of supports - Transverse Direction = 2 Diameter of Pier Footing = 16 in Number of Arrays = 12 Array Uniform Load = 2.8 psf SOIL DESIGN CRITERIA (Based upon Chapter 18 of CBC) Allowable Soil Bearing Pressure = 1500 psf Allowable Soil Lateral Bearing = 200 pcf Allowable Shaft Skin Friction = 200 pcf VINCI d. ASSOCIATES S'r PROJECT: ""' CLIENT: ..�r...... . JOB N0.: GOOM 1346C2Silverbell Rd, Chico, C_ A 95973 11-3457_ _ ,. _ f DATE. 0 911 8 /1 4- - - --- PAGE: JA2 DESIGN BY : JRV REVIEW BY wnd�alysi`s-t_a�Topen)sStructurea(SorarrjPaneisii!3a ed>jon7ASCE17 05:/JIBC}2009)/dCBC1201Q / ASCE 7-10 / CBC 2013....... . INPUT DATA -0.88 -1.28 -1.09 Exposure category (B, C or D) 1.27 = C 0.36 Importance factor, pg 73, (0.87, 1.0 or 1.15) 1 = 1.00 Category II -13.84 Basic wind speed (3 sec. gust wind) V = 100 mph 20.03 Topographic factor (Sec.6.5.7.2, pg 26 & 45) Kv = 1.00 Flat F (kips) -0.71 -1.04 -0.89 -1.22 1.03 1.29 0.29 -0.90 B slope Height of mean roof h = 8 ft 2 Roof slope 1.17 3.11 : 12 Roof length L = 10 ft -32.61 Roof horizontal projected width B = 10 ft 18.46 Effective area of component / cladding A = 10 ft2 6 (pro�eoLed) DESIGN SUMMARY 1. Main Wind -Force Resisting System Max horizontal force / base shear from roof Max vertical download force Max vertical uplift force Max moment at centroid of base from roof 2. Component and Cladding Elements Max inward pressure Max net outward pressure ANALYSIS Velocitv pressure 0.58 kips + 0.06 kips (eave & columns increasing) E 0.64 kips 2.25 kips = 2.11 kips 7.44 ft -kips + 0.74 ft -kips (eave & columns increasing) E 8.18 ft -kips = 56 psf = 66 psf qh = 0.00256 Kh Kn Kd V21 = 18.50 psf where: qh = velocity pressure at mean root height, h. (Eq. 6-15, page 27) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 6-3, Case 1,pg 79) = 0.85 Kd = wind directionality factor. (Tab. 6-4, for building, page 80) = 0.85 h = height of mean roof = 8.00 ft Main Wind -Force Resisting System (Sec. 6.5.13.2) p=ghGCN F=PAr where: G = gust effect factor. (Sec. 6.5.8, page 26). = 0.85 0 = roof angle = 14.51 degree < 45 deg. [Satisfactory] Af = roof actual area. = 51.6 ft2, windward 51.6 ft2, leeward CN = net force coefficients. (Fig. 6-18A, page 66) Check Fig. 6-18A limitation h / B = 0.80 within [0.25 , 1.0] [Satisfactory] 0 WIND TO BOTTOM, y = 0° WIND TO TOP, y = 180° CLEAR FLOW OBSTRUCTED CLEAR FLOW OBSTRUCTED CASE CNW CNL CNW CNL CNW CNL CNW I CNL A -0.88 -1.28 -1.09 -1.50 1.27 1.59 0.36 -1.11 14.51 p (psf) -13.84 -20.13 -17.19 -23.58 20.03 25.05 5.67 -17.40 F (kips) -0.71 -1.04 -0.89 -1.22 1.03 1.29 0.29 -0.90 B -1.87 0.00 -2.07 -0.61 1.79 0.58 1.17 -0.30 p (psf) -29.36 0.00 -32.61 -9.64 28.09 9.13 18.46 4.72 F (kips) -1.52 0.00 -1.68 -0.50 1.45 0.47 0.95 -0.24 DATE: 9/18/2014 VINCI & ASSOCIATES SHEET: A3 PROJECT: GOCOM 61nich nd &_qh eers JOB NO.: 09-3457 3462 Silverbell Rd 175 E. WILBUR ROAD, STE 103 - THOUSAND OAKS, CA 91360 ENGR.: JRV Chico, CA 95973 p805.496.2100 -' 1`805.496.2442 • evinci@ViinciSE.com CLIENT: Alternative Energy Systems Inc. FOOTING DESIGN - PV Sloped Dimension: 128.85 inTYRICAE ARRAY ` PV Array'Angle: 15 degrees Post Spacing: 10.00 ft No. of Supports: 2 Footing Diameter (d): 16 in MAXIMUM VERTICAL FORCE: 2.25 k / (10.0 x 10.0 ) = 22.54 psf MAXIMUM UPLIFT FORCE: 2.11 k / (10.0 x 10.0 ) = 21.12 psf GROUNDTRAC SYSTEM CAST INTO EARTH Maximum Vertical Load: P = 22.54 psf + 2.8 psf DL + 0 psf Snow = 25.34 psf P = 25.34 psf x ( 124 " /12"/ft) x ( 120.0 " /12"/ft) _ 2628 lbs for 2 Supports P = 1314 lbs/footing Try 16" diameter footing Soil Bearing = 1314 / (p x 0.67) = 941.6 psf << 1995 psf 1500 psf x 1.33 (CBC Table 1804.2) Maximum Uplift Load: Therefore O.K. P = 21.12 psf - 2.8 psf DL 18.32 psf P = 18.322 psf x ( 124 " /12"/ft) x ( 120.0 " /12"/ft) = 1900 lbs for 2 Supports P = 950 lbs/footing Try 16" diameter x 24 " footing Allowable uplift = Concrete DL + Lateral Bearing ( 200 psf x 1.33 per CBC Table 1804.2 [ (7c x (d/2)2) x 150 pcf x 2.0 ft ] + [ (7L x d) x 2.00 ft x 266 psf] = 2646 lbs Design Ratio = ( 2,646 lbs / 950 lbs) = 2.8 Therefore O.K. DATE: 9/18/2014 VINCI $ ASSOCIATES SHEET: A4 PROJECT: GOCOM cSlruclural Cnyineers JOB NO.: 09-3457 3462 Silverbell Rd 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV Chico, CA 95973 P805.496.2100 - f805.496.2442 • evinci@VinciSE.com CLIENT: Alternative Energy Systems Inc. DESIGN OF PIER FOOTING & POST CHECK WIND ' Post Spacing: 10.00 ft Number of Columns: 2 Horizontal Load: 6.4 psf Exposed wind surface 3 ft -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: (CBC Section 1805.7.2.1) d = (A/2) (1 + ( 1 + (4.36h/A) )^.5)) A = (2.34 * P) / (S1 " b) D h d GOVERNS »> DESIGN COLUMN Mcol = Scol = P = 87 lbs = 6.4 psf x 10.0 ft x 3 ft / 2 columns h = 3.8 ft (Average Height) S1 = 266 psf/ft x (d/3) (includes 1.33 increase for wind) b = 16 in (diameter or diagonal of square) Try d = (ft) S1 @ (113)d (Ps9 A Calc d (ft) 1 1.25 1.5 1.75 118 148 177 207 1.286 1.029 0.857 0.735 3.04 2.64 2.36 2.15 2 236 "0;643 1.98 2.25 ------------- 266 0.572 1.85 Ph = 329 ft-Ibs Mcol / Fb = 0.12 in Fb = 0.66 x 50,000 psi »»> USE: 1-1/2" Schedule 40 Pipe S = 0.31 in with 16 inch diameter x 24 inch MIN. deep concrete footing. DATE: ` 9/18/2014 VINCI & ASSOCIATES SHEET: A5 ' PROJECT: GOCOM c lrucfura/ &yineers JOB NO.: 09-3457 3462 Silverbell Rd 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV Chico, CA 95973 p805.496.2100 - f805.496.2442 - evinci@VinciSE.com ' CLIENT: Alternative Energy Systems Inc. DESIGN OF PIER FOOTING & POST CHECK WIND ' Post Spacing: 10.00 ft Number of Columns: 2 ' Horizontal Load: 6.4 psf Exposed wind surface 3 ft -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: ' (CBC Section 1805.7.2.1) ' d = (A/2) (1 + ( 1 + (4.36h/A) )^.5)) A = (2.34 * P) / (S1 * b) P P = 87 lbs = 6.4 psf x 10.0 ft x 3 ft / 2 columns h = 3.8 ft (Max Height) S1 = 266 psf/ft x (d/3) (includes 1.33 increase for wind) h b = 24 in (diameter or diagonal of square) _ I is ....,� 1 � i i , d t L ' GOVERNS >>> Try d = S1 @ (1/3)d A Calc d (ft) (PS0 (ft) 0.5 89 1.143 2.82 0.75 133 0.762 2.20 1 177 0.572 1.85 1.25 222 0.457 1.62 ,,11 .5 266 s . 0 381, 1.46 1.75 310 0.327 1.34 1 DESIGN COLUMN ' Mcoi = Ph = 329 ft -lbs 3 Scol = M., / Fb = 0.12 in Fb = 0.66 x 50,000 psi ' »»> USE: 1-1/2n Schedule 40 Pipe S = 0.23 In 3 ' with 24 inch diameter x 18 inch MIN. deep concrete footing. SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY POWER WARRANTY 100% 95% ' 90% SunPower 85% Traditional 80% Warranty 75% 0 5 10 15 20 25 Years More guaranteed power: 95% for first 5 years,-0.4%/yr. to year 25.8 ELECTRICAL DATA - - -_ X21 -345 -COM - X20 -327 -COM Nominal Power12 (Pnom) —345—W _____32_7W Power Tolerance +5/-3% +5/-3% Avg. Panel Efficiency13 21.5%_ 20.3% �- Rated Voltage (Vmpp) - - - — 57.3-V- 57.3 V Rated Current (Impp)` 6.02 A 5.71 A Open -Circuit Voltage (Vac) 68.2 V 67.6 V ShortCircuit Current (ISC) _~ _ - 6.39 A 6.07 A - Maximu-ms ystem Voltage 1000 V UL ; 1000 V IEC _- Maximum Series Fuse 20 A Temp Coef. (Pmpp) _ -0.30% / °C _Power Voltage Temp_Coef. (Voc) -167.4 mV /'C Current Temp Coef. (Isc) 3.5 mA / °C y J REFERENCES: 1 All comparisons are SPR -X21-345 vs. a representative conventional panel: 240W, approx. 1.6 m2, 15% efficiency. 2 PVEvolution Labs "SunPower Shading Study," Feb 2013. 3 Typically 8-10% more energy per watt, BEW/DNV Engineering "SunPower Yield Report," Jan 2013, with CFV Solar Test Lab Report # 12063, Jan 2013 temp. coef. calculation. 4 SunPower 0.25%/yr degradation vs. 1.0%/yr conv. panel. Campeau, Z. et al. "SunPower Module Degradation Rate," SunPower white paper, Feb 2013; Jordan, Dirk "SunPower Test Report," NREL, Oct 2012. 5 "SunPower Module 40 -Year Useful Life" SunPower white paper, Feb 2013. Useful life is 99 out of 100 panels operating at more than 709/a of rated power. 6 Out of all 2600 panels listed in Photon International, Feb 2012. 7 1 % more energy than E -Series panels, 8% more energy than the average of the top 10 panel companies tested in 2012 (151 panels, 102 companies), Photon International, March 2013. 8 Compared with the top 15 manufacturers. SunPower Warranty Review, Feb 2013. 9 Some exclusions apply. See warranty for details. 10 X -Series some as E -Series, 5 of top 8 panel manufacturers were tested by Fraunhofer ISE, "PV Module Durability Initiative Public Report," Feb 2013. 11 Compared with the non -stress -tested control panel. X -Series some as E -Series, tested in Atlas 25+ Durability test report, Feb 2013. 12 Standard Test Conditions (1000 W/m2 irradiance, AM 1.5, 25° C). 13 Based on average of measured power values during production. PRODUCT WARRANTY 10 15 20 25 Years Combined Power and Product Defect 25 year coverage that includes panel replacement costs. g -OPERATING CONDITION AND MECHANICAL DATA Temperature - 40°F to +185°F (- 40°C to +85°C) - Max load Wind: 50 psf, 2400 Pa, 245 kg/m2 front $ back Snow_ 112 psf, 5400 Pa, 550kg/m2front _ Impact 1 inch (25 mm) diameter hail at 52 mph (23 m/s) resistance Appearance Class B— Solar Cells 96 Monocrystalline Maxeon Gen III Cells Tempered Glass High Transmission Tempered Anti -Reflective Junction Box IP -65 Rated - Connectors MC4 Compatible Frame_ - - Class 2 silver anodized r-- - - Weight 41 lbs (18.6 kg) i 1046mm [41.2in] c UTE 46mm riTY [1.81in]-1 ( 1559m 2 2 20 4 [61.4in] �t� DEVELOPMENT See htto://www.Sunoowercoro.com/facts for more reference information. safety P g ,r'V�� T For further details, see extended datasheet: www.sunoowercoro.com/datasheets Read safe and installation instructions before usingthis product. �esl nict m March 2013 SunPower Corporation. All rights reserved. SUNPOWER, the SUNPOWER logo, MAXEON, MORE ENERGY. FOR LIFE., and SIGNATURE are trademarks or registered trademarks of su n powerco rp. com SunPower Corporation. Specifications included in this datasheet are subject to change without notice. PERMIT # Document # 505700 Rev A /LTR_EN !-l' - b r, L, COBE CC;�'PLIANvL DATE_ lbl��V^� — r TESTS AND CERTIFICATIONS Standard tests UL 1703, IEC 61215, IEC 61730 Quality tests ISO 9001:2008, ISO 14001:2004 EHS Compliance ROHS, OHSAS 18001:2007, lead-free test IEC 62716 _Ammonia Salt Spray test - _ IEC 61701 (passed maximum severity) M _— test Potential -Induced Degradation free: 1000V io _PID Available listings CEC, UL, TUV, MCS 1046mm [41.2in] c UTE 46mm riTY [1.81in]-1 ( 1559m 2 2 20 4 [61.4in] �t� DEVELOPMENT See htto://www.Sunoowercoro.com/facts for more reference information. safety P g ,r'V�� T For further details, see extended datasheet: www.sunoowercoro.com/datasheets Read safe and installation instructions before usingthis product. �esl nict m March 2013 SunPower Corporation. All rights reserved. SUNPOWER, the SUNPOWER logo, MAXEON, MORE ENERGY. FOR LIFE., and SIGNATURE are trademarks or registered trademarks of su n powerco rp. com SunPower Corporation. Specifications included in this datasheet are subject to change without notice. PERMIT # Document # 505700 Rev A /LTR_EN !-l' - b r, L, COBE CC;�'PLIANvL DATE_ lbl��V^� — r Absolute Maximum Open Circuit Voltage 600 VDC 1000 VDC Operating Voltage Range 180.580 VDC 260-580 VDC 300-900 VDC MPPT Input Voltage Range 300-540 VDC 300.550 VDC 480.800 VDC 500.800 VDC MPP Trackers 2 with 4 -fused inputs per tracker Maximum Operating Input Current 2x 25A 2x 35A 2x 27 A 2x 32 A Strike Voltage 300V 330V Nominal Output Voltage 208 VAC, 3 -Ph 480 VAC, 3 -Ph AC Voltage Range (Standard) -12%/+10% Continuous Output Power (VAC) 14 kW 20 kW 23 kW 28 kW Continuous Output Current (VAC) 39A 27.3 A 32A 39A Maximum Backfeed Current OA Nominal Output Frequency 60 Hz Output Frequency Range 57.63 Hz 59.3.60.5 Hz 57-63 Hz Power Factor Unity, )0.99 Total Harmonic Distortion (THD) <3% Peak Efficiency 96.9% 97.4% 98.4% CEC Efficiency 96.0% 97.0% 98.0 Tare Loss Integrated String Combiner < 4 W < 2 W 8 Fused Positions (4 positions per MPPT) Temperature 15 A (fuse by-pass available) Ambient Temperature Range -130F to +140°F (-25°C to +60°C) -13°F to +140°F (-25°C to +60°C) Derating occurs over +50 C Derating occurs over +45 C Storage Temperature Range -22°F to +158°F (-30°C to +70°C) Relative Humidity (non -condensing) Data Monitoring 0-95% Optional SolrenView Web -based Monitoring Integrated Optional Revenue Grade Monitoring External External Communication Interface Testing Certifications RS485 Modbus RTU & Safety Listings & Certifications UL 1741/IEEE 1547, IEEE 1547.1, CSA C22.2#1107.1, FCC part 15 B Testing Agency ETL CSA Standard 10 year Optional 15, 20 year; extended service agreement AC/DC Disconnect Standard, fully -integrated Dimensions (H x W x D) 41.6x21.4x8.5in. 39.4 x 23.6 x 9.1 in. (1057 x 543 x 216 mm) (1000 x 600 x 230 mm) Weight 141 lbs (64 kg) 132 lbs (60 kg) 122 lbs (55 kg) Enclosure Rating Type 4 Enclosure Finish Polyester powder coated aluminum PERhSITN _ _ ' !! DC Circuit Ampacity Calcalator Wire Note: DC- I (A) Descripition: Module to INVERTER .F 10;Minimum Wire and Conduit Size based on Voltage drop and Amacity: 6.391 A Isc/A Number of Strings 6.39 A Circuit Amps 17.21 A Ampacity After Derat 10 Wire Size based on Ampacity 30�A 0.60131% of V drop 10 Wire Size based on Voltage Drop 30 A ' 17.21 A Minimum Conductor Ampacity Based on Conditions of Use 9.981 A Minimum Conductor Ampacity Based on 1.56 Rule Conditions of Use 0.464 !! Derate Total 70l C Temp Coef (ambient+Sunlight) 70 °C Ambient Temp none Sunlight Exposure 4 Number of Current Carrying Conductors Voltage Drop, Allowable Tolerance I% 158 F 0.58 Derate 158 F 32 F 0 °C Temp adder 0.8 Derate applied to Temp Coeficient E57.3 V Vmp/Volts 13 Panels in Series 6.02 A Imp/Amps t 744.9 V Circuit Voltage 6.02 A Circuit Amps 300 ft One way distance 10 Wire Size 1.24 Resistance 0.6013 % of loss Conduit Size EMT Conduit Type 0.266 1000 Volt 1 Conduit Size 0.864'Conduit Internal Diameter -7" �. &;?/- '2�v -, 9�4- . Jt vELONMENT SEROCES t 1,=VVEQ FOP DC Circuit Ampacity Calcalator Wire Note: DC -1(B) Descripition: Module to INVERTER r-- 101)1\4inimum Wire and Conduit Size based on Voltage drop and Amacity: i t 6.391 A Isc/A Number of Strings 6.39 N A Circuit Amps 17.21 'A Ampacity After Derat 10 Wire Size based on Ampacity 30 A ` 1 0.6514; % of V drop 10 Wire Size based on Voltage Drop 30 A I 17.21 fA Minimum Conductor Ampacity Based on Conditions of Use !L 9.981 A Minimum Conductor Ampacity Based on 1.56 Rule Conditions of Use + 0.464 Derate Total 70, °C Temp Coef (ambient+Sunlight) 70 °C Ambient Temp none Sunlight Exposure 4 Number of Current Carrying Conductors Voltage Drop: Allowable Tolerance I% 158 F 0.58 Derate 158 F 32 F 0 °C Temp adder 0.8 Derate applied to Temp Coeficient 57.3 V Vmp/Volts 12 Panels in Series 6.02 A Imp/Amps 687.61 V Circuit Voltage 6.02 A Circuit Amps 300 ft One.way distance 10 Wire Size 1.24 Resistance 0.6514 % of loss Conduit Size EMT Conduit Type X0.266 1000 Volt 25.71 °r6 1 Conduit Size 0.864 Conduit Internal Diameter ^••-r a 'Vf`tC)I'4i" W SERVICES �A�.V�EWED FOR AC Circuit Ampacity Calcalator Job Name: �GOCOM SILVERBELL Meter #: 11009514466 Location: 13460 SILVERBELL RD. CHICO, 95926 Wire Note: AC -1 Descripition: Inverter to DISTRIBUTION PANEL 32.409 kWatts 480 VAC Delta I Voltage Configuration 8 Minimum Wire Size based on Voltage drop and Amacity: i 1 48.72603 1A Minimum Circuit Breaker/Fuse Size 48.72603 {A Min Ampacity 8 Wire Size based on Ampacity 55 A tt 0.253375 1% of Drop 8 Wire Size based on Voltage Drop 55 A 38.98083 A Circuit Ampacity 1.732 Factor Phases 0.82 Conditons of Use Derate Factor i 47.53759 A Minimum Conductor Ampacity Based on Conditions of Use 48.72603 A Minimum Conductor Ampacity Based on 1.25 Rule Conditions of Use 50 °C Ambient Temp 122 F 0.82 Derate Total none Sunlight Exposure 32 F Adder 0 °C 3 or less Number of CCC Factor 1 Derate applied to Temp Coef r j 50 °C Temp Coeficient (ambient+Sunlight) 0.82 Voltage Drop: Allowable Tolerance (Solar Generation I%/ Distribution3%) 20 ft One way distance 8� Wire Size 0.78 Resistance 0.253375 % of loss 480 V Circuit Voltage 38.980825 A Circuit Amps L-__ Conduit Size EMT Conduit Type 0.255600Volt 11.82% ' 1 Conduit Size 0.864 Conduit Internal Diameter AC Circuit Ampacity Calcalator Job Name: 13460 GOCOM SILVERBELL Location: SILVERBELL RD. CHICO, 95926 Wire Note: FAC -2 Descripition: DISTRIBUTION PANEL TO TRANSFORMER Meter #: 1009514466 259.2 72 IF kWatts 480 VAC I Delta I Voltage Configuration I 250x2 389.8083 Minimum Wire Size based on Voltage drop and Amacity: A Minimum Circuit Breaker/Fuse Size 389.8083 JA Min Ampacity 250x2 Wire Size based on Ampacity 0.753629 ;% of Drop 250x2 Wire Size based on Voltage Drop 311.8466 1A Circuit Ampacity 1.732 Factor Phases 0.821 Conditons of Use Derate Factor 380.30071A Minimum Conductor Ampacity Based on Conditions of Use 389.8083IA Minimum Conductor Ampacity Based on 1.25 Rule Conditions of Use 430 A 430 A 50 °C Ambient Temp 122 F 0.82 Derate Total none Sunlight Exposure 32 F Adder 0 °C 3 or less Number of CCC Factor 1 Derate applied to Temp Coef 501'C Temp Coeficient (ambient+Sunlight) 0.82 Voltage Drop: Allowable Tolerance (Solar Generation 1%/ Distribution3%) 200 ft One way distance 250x2 Wire Size 0.029 Resistance 0.753629 % of loss 4801V Circuit Voltage 311.8466 A Circuit Amps Conduit Size PVC Conduit Type 0.725'600Volt 25.62% 3 Conduit Size 6.442 Conduit Internal Diameter AC Circuit Ampacity Calcalator Job Name: �GOCOM SILVERBELL Meter #: Location: (3460 SILVERBELL RD. CHICO, 95926 Wire Note: �AC-371;esTiition. rTRANSFORNIE TO METER 259.272 kWatts 208 VAC Delta Voltage Configuration 300x3 !Minimum Wire Size based on Voltage drop and Amacity: 899.5575 {A Minimum Circuit Breaker/Fuse Size 899.5575 f A Min Ampacity 300x3 Wire Size based on Ampacity 960 A 0.155693 % of Drop 300x3 Wire Size based on Voltage Drop 960 A 719.646 iA Circuit Ampacity 1.732 Factor Phases 0.82 Conditons of Use Derate Factor 877.6171 A Minimum Conductor Ampacity Based on Conditions of Use { 899.55751A Minimum Conductor Ampacity Based on 1.25 Rule Conditions of Use 50 'C Ambient Temp 712F 0.82 Derate Total none Sunlight Exposure F Adder 0 °C 3 or less Number of CCC Factor 1 Derate applied to Temp Coef 50]°C Temp Coeficient (ambient+Sunlight) 0.82 Voltage Drop. Allowable Tolerance (Solar Generation 1 %/ Distribution3%) 15 ft One way distance 300x3 Wire Size 0.015 Resistance 0.155693 % of loss 208 V Circuit Voltage 719.646 A Circuit Amps Conduit Size EMT Conduit Type L:8.846 .775' Coo�nduittlnternal 31.98% 3 Conduit Size Diameter ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE 2011 NATIONAL ELECTRIC CODE (NEC), OR LOCAL MUNICIPAL CODE, AND FIRE DISTRICT REGULATIONS. ' 1. ALL EQUIPMENT SHALL BE LISTED AND LABELED PER RECOGNIZED ELECTRICAL TESTING LABORATORY AN INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURER'S INSTRUCTIONS. 2. ALL INVERTERS SHALL BE IEEE 929 COMPLIANT AND SHALL BE INSPECTED BY LOCAL UTILITY BEFORE COMMISSIONING, TESTING, AND OPERATION OF THE SYSTEM. 3. ALL OUTDOOR EQUIPMENT SHALL BE MINIMUM NEMA 3R, INCLUDING OUTDOOR MOUNTED TRANSITION BOXES, COMBINER BOXES, AND SWITCHES. 4. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE REQUIREMENTS OF NEC ART.250,690. 5. NEC. ART. 690.9(A). ALL CIRCUITS CONNECTED TO MORE THAN ONE SOURCE SHALL HAVE OVERCURRENT DEVICES LOCATED SO AS TO PROVIDE OVERCURRENT PROTECTION FROM ALL SOURCES. 21.PV SYSTEM CONTRACTOR SHALL COORDINATE ALL THE WORK WITH THE I - REVISION NG AND ESIST I UP 19 OOF PV PANEL ARRAYSOULD i PROJECT OWNER: PAGE # Cp1VTE NT RESULTING FROM SEISMIC EVENTS ANDN SHOULD COMPLY WITH CBCOP I PV -4.0 ELECTRICAL DIAGRAM SECTION 1613A AND ASCE STANDARD 7-05, CHAPTER 13. I PV -4.1 MONITORING DIAGRAM 20.PV SYSTEM INSTALLER WILL BE RESPONSIBLE FOR FURNISHING AND i GOCOM PV -1.0 SCOPE INSTALLATION OF ALL RELATED EQUIPMENT, CABLES, ADDITIONAL 1 3462 SILVERBELL RD. PV -2.0 SITE PLAN CONDUITS, BOXES WIREWAYS AND OTHER ACCESSORIES NECESSARY FOR 1 CHICO, CA 95973 ATTACHMENT MODULE SPECS COMPLETE AND OPERATIONAL PHOTOVOLTAIC SYSTEMS. APN#:007.390.023.000 PV -2.1 UNDERGROUND SITE PLAN 23.FIELD VERIFIES EXACT AIC RATING REQUIRED OF THE MAIN SWITCHBOARD 1 CHICO, CA 95973 PV 3 0 & 3 1 ARRAY LAYOUT 21.PV SYSTEM CONTRACTOR SHALL COORDINATE ALL THE WORK WITH THE - ENGINEER,THECONSTRUCTION MANAGER AND ALL OTHER CONTRACTORS TO ENSURE THAT PV SYSTEM IS INSTALLED AS SPECIFIED IN I CONTRACTOR: PV -3.2 & 3.3 ARRAY STRING LAYOUT I PV -4.0 ELECTRICAL DIAGRAM THESE DRAWINGS. I PV -4.1 MONITORING DIAGRAM 22.DRAWING IN GENERAL OR DIAGRAMMATIC AND INDICATE GENERAL I ALTERNATIVE ENERGY SYSTEMS INC. PV -4.2 LABEL DIAGRAM ARRANGEMENT OF THE EQUIPMENT AND WORK INCLUDED. THE I MAIL TO: PO BOX 9231 PV -5.0 RACKING DETAILS INTENTION OF THE DRAWING IS TO INDICATE SIZE, CAPACITY, APPROXIMATE LOCATION AND GENERAL RELATIONSHIP, BUT NOT EXACT 1 CHICO, CA 95927 ATTACHMENT MODULE SPECS DETAIL OR PHYSICAL PLACEMENT. 1 PHYSICAL: 13620 HWY 99 INVERTER SPECS 23.FIELD VERIFIES EXACT AIC RATING REQUIRED OF THE MAIN SWITCHBOARD 1 CHICO, CA 95973 WIRE CALCS FROM LOCAL UTILITY. CSLB 853351 C-10 C-46 6. NEC ART. 690.18. DUE TO THE FACT THAT PV MODULES ARE ENERGIZED 24.A PV SYSTEM WITH MULTIPLE INVERTERS, WHERE INVERTERS ARE WHENEVER THEY ARE EXPOSED TO LIGHT, PV CONTRACTOR SHALL DISABLE REMOTELY LOCATED FROM EACH OTHER, WILL HAVE A DIRECTORY THE ARRAY DURING INSTALLATION AND SERVICE BY SHORT CIRCUITING, CREATED FOR EACH LOCATION. AS PER 2011 NEC 690.5(H) AND IN OPEN CIRCUITING, OR COVERING THE ARRAY WITH AN OPAQUE ACCORDANCE WITH 2011 NEC 705.10. COVERING. 7. PHOTOVOLTAIC SYSTEM SHALL BACKFEED THE DISTRIBUTION SYSTEM ON SITE PER THE REQUIREMENTS OF NEC ART.690.64(B). ALL BACKFEED BREAKERS SHALL BE IDENTIFIED AS SUCH AND SHALL BE SECURED IN PLACE BY ADDITIONAL FASTENER PER THE REQUIREMENTS OF NEC 408.16(F) (408.36 IN 2011 NEC. 8. FALL ARREST PROTECTION PER OSHA REQUIREMENTS SHALL BE PROVIDED FOR ALL ROOF WORK. 9. ALL CONDUCTORS AND TERMINATIONS SHALL BE RATED FOR 7S• C MINIMUM. 10.NEC ART. 690.14. - SEE SHEET RE -4.3 FOR LABEL DIAGRAM 11.NEC ART. 690.53. - SEE SHEET RE -4.3 FOR LABEL DIAGRAM 12.NEC ART. 690.17. EACH AC DISCONNECT SHALL ALSO BE LABELED WITH: "WARNING! -ELECTRICAL SHOCK HAZARD - DO NOT TOUCH TERMINALS. TERMINALS ON BOTH LINE AND LOAD SIZE MAY BE ENERGIZED IN THE OPEN POSITION". 13.DC DISCONNECT AT THE INVERTER WILL BE READILY ACCESSIBLE AFTER THE INSTALLATION IS COMPLETE PER 2011 NEC ART. 690.17 WHERE TERMINALS OF THE DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION. PROVIDE A WARNING SIGN OF THE HAZARDS PER 2011 NEC ART.690.17 14.CONTRACTOR TO PROVIDE GROUND FAULT PROTECTION FOR ROOF MOUNTED PHOTOVOLTAIC ARRAYS LOCATED ON DWELLINGS PER 2011 NEC ART.690.17. 15. WHERE MORE THAN ONE NOMINAL VOLTAGE SYSTEM EXIST, THE DIFFERENT SYSTEMS SHALL BE IDENTIFIED BY PHASE AND SYSTEM PER 2011 NEC ART.210.41) 16.PROVIDE AN ACCESSIBLE DISCONNECT DEVICE THAT IS LOCKABLE IN OPEN POSITION AND IS LOCATED WITHIN 10'-0" OF THE METER PER LOCAL ELECTRICAL UTILITY REGULATIONS. 17.PHOTOVOLTAIC SOURCE CURRENTS MUST BE RATED AT BOTH 125% OF THE PARALLEL MODULE AND AT A CONTINUOUS LOAD OF ANOTHER 125% FOR A TOTAL OF 156% OF THE LOAD. 18.PROVIDE PERMANENT PLAQUE OR DIRECTORY PROVIDING THE LOCATION OF THE SERVICE DISCONNECTING MEANS AND THE PHOTOVOLTAIC SYSTEM DISCONNECT MEANS IF THEY ARE NOT IN THE SAME LOCATION PER 2011 NEC ART.690.56. -��viv J}fly '.BUILDING PERMIT# �� . f �! ASSESSOR'S PARCEL# 002- 672-3 PERMIT #_, 8LITTE OOUNTY hFVELOPMENT SERVICES R" Vl17WED FOR D.aTi= Co ": COMPLIANCE BY / j P U :V sTCt) I 1 a SCOPE: BUILDING JURISDICTION: INSTALL GROUND MOUNTED BUTTE COUNTY PHOTOVOLTAIC SOLAR SYSTEM AND DEPT. OF DEVELOPMENT SERVICES 1 UPDATE ELECTRICAL EQUIPMENT AS 1 NEEDED IN ACCORDANCE WITH ALL 7 COUNTY CENTER DRIVE 1 APPLICABLE BUILDING CODES OROVILLE, CA 95965 1 SPECIFICALLY REFERENCING THE 2013 OFFICE#: (530) 538-7601 CALIFORNIA ELECTRICAL CODE/ 2011 FAM (530) 538-2140 NEC USING THE FOLLOWING SPECIFIC INSPE 'ION LINEA 8-4365 REQU STS PHON PM WILL BE INSPECTED 1 EQUIPMENT: I THE N 'XT BUSIP&Ob TY I MODULES: SUNPOWER '--_�� J �_"�2 2014 1 (777) SPR -X21 -345 -COM APPROVED PLANS AND I I 268.07kW SYSTEM `PERMIT SHALL BE ON SITE JICES ENT 1 13,998 SQFT COVER FOR ALL INSPECTIONS DIC I INVERTER(S): SOLECTRA ff M52 1 (8) PVI-28TL480V I PROJECT INFORMATION 4 - - - - - NTS t .F;. i l i t 1 i. I � ,�:,ssa'r•'�.-•�.a rn. 1 \._ 40' o • �' " l • `c 4 2I0", NA 1 "� i�r�I��JI�.-.-s-`�`-; � �r �T ' 1 i I z- I�yx �h G f o CN, n :1 •''-.1491R `kdM thotm '".�" J -�., • "r J ""� I � ,s�i,•/ �� (Jj W, � I � ` } ,��.�- :,a ,,sir, t �' � �<,�' . I GENERAL NOTES 3 1 LOCATION MAP Z I SITE MAP 1 NTS � r - NTS i NTS E 0 V Di o = 0 o rn r\�� to a, am N v Ln mc m "I rn 2 N Q M 00 m mu,no 0 .00 0u c Ln O = r m w al�nli O JM O J �LU 0) M m Ln O �010 ,<rnn Ur - 0Lf) 0o UkDUZ O M U Q SCALE NTS DRW BY AW DATE 09/11/2014 SHEET PV -1.0 SCOPE 11---(N) DIRECTIONAL BORING LINE I 1 f INVERTER LOCATION _ ' (E) SERVICE PANEL REVISION i E O v N O w W O n ko LD m N En M ch V N N n M C N Ol 6/ N Q M W N my in o 0 mu cLn@1 p x r o o U 0- C Q N 4 E a/ T c z a w � W C W 0! a E `ar i ` ! 0 0 JMO W n m i mho t =Q10 k �Qm U r-� o "' o 0 UNUyt OD m U Q SCALE NTS DRW BY AW ( DATE x e' 09/11/2014 SHEET PV -2.0 -- — — -- --— — -- — — SITE PLAN SITE PIAN I DOTE: - i I Property owner is responsible for determining _ locations of property lines and easements I maintaining required setbacks from Property an easements. A survey may be required if determined d — I I necessary by the building official. ---�- 297.70- 10' \ leo- 4 2'- 1l-6 42'-1-6 \ V- 10' \ I - 39'_6 \ I i _ - \ 13' 716" NI \ \000 23'-116" \ 10 016 _ f O 24'-31"0 - _ J M O I $ J11 -tri 1 ------- m � O I _ ' - -' Ql O I 27 I -- 1.48 'Uo --- UNUii O lD — z emove vegetG- tion and debris from under ( SCALE ind away from structure. Maintain NTsDRW RT �Iearance for afire safe environment 0/31V 4 DATE AW 09/11/2014 F E SHEET i _ PV -2.1 - - UNDERGROUND SITE -PLAN) UNDERGROUND SITE iU1N 00 A j� FtEGISrs O � W 121'68" 118'-302" 116' 16 113'-816' 111'-26" 108'-6-2- " 106'-016 103' 16 1001-10-L" 98'-2-L" 16 95'-84" 93'-Ol" 90'-641" 87'-1041" 85'-441^ 82'-841" 80'-21" 77'-614- 75'-01-36" 7'-64"75'-6" 72'-416" 69'-106" 67'-216 64'-816" 62'-0-}" 59'-6 " 56'-1 16" 54'-48° 51'-8a" 49'-28" 96'-68" 44'-O8" 41'-4a" 38'-108' 36'-28" 33'-8-L' 16 31'-01-16" 28'-616" 25'40:4" 23'-416 20'-816 18'-216" 15'-6-1 16 13' 10'-4" 7'-10" 5'-2- 2'-8" 0" w 0 A — Energy For Life FO Box 9231 , CA 95927 120' z 6980 ®ISJJ 110' 5CHIC0538) Fax30 ( ) 892-2360 2360 — - 100' Alternative Energy Systems Inc. info@solarenergyforlife.com I -- -- 90' I I I 175" AZ - a s�H .�"s 9 o 80' — — — - —o z 70' I I 1 -4 60' - �o -- _mD 50' z 40' — — -- R _ N - 32'- 2' 30'— 30' I -- I -- -- 20' _ 10' I I v 0" a l O ov, ori,- pp =7 c � 0 � Ol Oppp O Oolln �N�pp D y WIV, O N mA.. V r-1 n a I � �� f ♦ !ra V N Z LL' I m m w /w �� CD A 0 o M N C) m '�\` _C r I m � W N D g o � CO) a yrs CD m > D O r O . < Z (p �� @> n O C ( Cn o y Z r jc m !n �' m GOCOM 3 0 3462 SILVERBELL RD. m `"' CHICO, CA 95973 y o A A P N #: 007.390.02 3.000 00 A j� FtEGISrs O � W 121'68" 118'-302" 116' 16 113'-816' 111'-26" 108'-6-2- " 106'-016 103' 16 1001-10-L" 98'-2-L" 16 95'-84" 93'-Ol" 90'-641" 87'-1041" 85'-441^ 82'-841" 80'-21" 77'-614- 75'-01-36" 7'-64"75'-6" 72'-416" 69'-106" 67'-216 64'-816" 62'-0-}" 59'-6 " 56'-1 16" 54'-48° 51'-8a" 49'-28" 96'-68" 44'-O8" 41'-4a" 38'-108' 36'-28" 33'-8-L' 16 31'-01-16" 28'-616" 25'40:4" 23'-416 20'-816 18'-216" 15'-6-1 16 13' 10'-4" 7'-10" 5'-2- 2'-8" 0" w 0 A — Energy For Life FO Box 9231 , CA 95927 z 6980 ®ISJJ 5CHIC0538) Fax30 ( ) 892-2360 2360 Alternative Energy Systems Inc. info@solarenergyforlife.com REVISON p 60 O O O O O CL OF POST o N m m v 00 o o 2' 70'-11$" -44-144-11 J4411 I I I I I I I I I I I I I I I N EX 6'- 1'-9" TYR 6" -88.. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I V-58-5" I I I I I I I I I I I (tl 6" �Ccs V. - - 16 - E 64'-4"-- - - - - L O v H_ !n JMO Z o = 00 `o n tO 0 m C3 N Ex . 1 S4 /3 /15 Jt\m LU ry Lb2' * Co Lr) Ol N N 54'-1016' POST o N m a b b w m �T'9 Lu U > Q M o o N m v �E —iUlr.� N Q ll1 ui O 9 8/ 1 4 O H O ii MATERIALS Y f � MID CLAMPS ENDCLAMPS RAMS LLBOL7S SQUARE FOOFAGE RAIL UNION 4u 80 480 124Q 132" 480 6,48550. , / 2-142 ^ol � IIS � L/� z O N C FTGS& T's HORQ. PIPE VER7. PIPE SHORT VERT. PIPE IONG PIPE UNION ENDCAPS O L � 16 130 (62) 21' 165) 5' (65) 8' 52 20 PERMIT ", M U Q ST RU T L ONLY • � -! �.,• :. -':NT SERVICES OR VINCI & SOCIATENr NTS P Lif N AW nyineers DATE DAT. r 09/11/2014 175 E. WILBUR ROAD, SUITE 103 -THOUSAND OAKS, CA 91360 P - 805.496.2100 f- 805.496.2442 e - VinciQVinciSE.com SHEET PV -3.1 ARRAYLAYOUT ARRAY LAYOUT o 3-�9 xO vM 1 cLnxO=s cv a@0v a 48'-116"H IHH - H H - - - - �i J C u9 CNC � C � Y �1 2' 2' Lu Ln 38'-10 6"F-�It yl W Oak 1' 16.E I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1'4" I W J d 2'-7 6" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 2' 816' \ m 32'-116" - - ETH - - d 1F O ~l ~N OO alp �I� ��p alp I�p ~Ie --I ~ -10- -r- V rIN � 4- x1100 -I- N00 m00 -40 m� mlri m1N m�y-1 mlrl � mlgN m� r1�LQ rINQ .-I OQ rlv '~O� CT`1 2 Ilp VAI _ (I�� r1�0 rl� rlm0 �Ie�-I ��~ �Q bN �� Ia�-I �� SIN O� m' _ Ijlrp1 _alp _ _ftp _I�p 1 M�00 MIO M�00 1Y1N00 O� Te TIDO T�00 TN Q OD N �L OF FIRST RAIL O N Ill Q O T n N N ill w O a-1 N N T ill irf i0 c0 i -I V l0 Ql r -I O lO T N Q n Ol N Vl 1, O N iA 1, N N N T T m m O O O O Ill IA VI In w U1 10 10 !� n n 00 00 w m O m IA 00 O M i0 00 i-1 M l0 W Ol Ol Ol 01 O O O O H N N N e -I Q lO Ol i-1 Q 1, Ol FV O 1, Gl fV ^ O iV N N N N lrl RI T T O O O Q Ill Vl Vl l0 IO , 22'-985-" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i i I 1 I i i i i i i i i 1 i i i i i i i i i i O I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 16' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I - I I 1 I I I I Q I Q t - - --kT 7--:7--Tc-)TT - N EX 6'- 1'-9" TYR 6" -88.. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I (tl 6" �Ccs V. - - - - - - L O !n JMO Z C3 N Ex . 1 S4 /3 /15 Jt\m LU * Co Lr) * = Q1 o �L OF POST o N m a b b w m �T'9 Lu U > Q M o o N m v �E —iUlr.� N Q ll1 ui O 9 8/ 1 4 O H O ii MATERIALS Y f � MID CLAMPS ENDCLAMPS RAMS LLBOL7S SQUARE FOOFAGE RAIL UNION 4u 80 480 124Q 132" 480 6,48550. , / 2-142 ^ol � IIS � L/� z O N C FTGS& T's HORQ. PIPE VER7. PIPE SHORT VERT. PIPE IONG PIPE UNION ENDCAPS 130 (62) 21' 165) 5' (65) 8' 52 20 PERMIT ", M U Q ST RU T L ONLY • � -! �.,• :. -':NT SERVICES OR VINCI & SOCIATENr NTS P Lif N AW nyineers DATE DAT. r 09/11/2014 175 E. WILBUR ROAD, SUITE 103 -THOUSAND OAKS, CA 91360 P - 805.496.2100 f- 805.496.2442 e - VinciQVinciSE.com SHEET PV -3.1 ARRAYLAYOUT ARRAY LAYOUT STRING LAYOUT PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES I"--1 11 r-1 • 7VI —^ —n i V 4i ... �. V v . .i .. ✓:r DATE REVISION E O y Ol O = 0 O 01 nT l0 m N Lo M En V rq ar Ln m c N Q m DO t0 X U ul 0 O ED u C Ln @) 0 =L X w a IS a I i. c M � V J � O '^ LL E W N W a 0 J M O J ^ f h CoLLJ a) Ln O OC 0) 0 Lu Q M U r� Ocn00 UNUxt U z \ m a (7 \ SCALE \ onw By NTS AW DATE \ 09/11/2014 \ SHEET \ PV -3.2 NGLAYOUT ARRAY STRING LAYOUT ROME Elm L --- STRING LAYOUT PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES I"--1 11 r-1 • 7VI —^ —n i V 4i ... �. V v . .i .. ✓:r DATE REVISION E O y Ol O = 0 O 01 nT l0 m N Lo M En V rq ar Ln m c N Q m DO t0 X U ul 0 O ED u C Ln @) 0 =L X w a IS a I i. c M � V J � O '^ LL E W N W a 0 J M O J ^ f h CoLLJ a) Ln O OC 0) 0 Lu Q M U r� Ocn00 UNUxt U z \ m a (7 \ SCALE \ onw By NTS AW DATE \ 09/11/2014 \ SHEET \ PV -3.2 NGLAYOUT ARRAY STRING LAYOUT L --- STRING LAYOUT PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES I"--1 11 r-1 • 7VI —^ —n i V 4i ... �. V v . .i .. ✓:r DATE REVISION E O y Ol O = 0 O 01 nT l0 m N Lo M En V rq ar Ln m c N Q m DO t0 X U ul 0 O ED u C Ln @) 0 =L X w a IS a I i. c M � V J � O '^ LL E W N W a 0 J M O J ^ f h CoLLJ a) Ln O OC 0) 0 Lu Q M U r� Ocn00 UNUxt U z \ m a (7 \ SCALE \ onw By NTS AW DATE \ 09/11/2014 \ SHEET \ PV -3.2 NGLAYOUT ARRAY STRING LAYOUT STRING LAYOUT s monairmMmon nIirmmmmTmn nirmmmm - 0 llr..Mlm� PERMIT # O � 2 - BUTTE COUNTY ,^' SERVIC'S RENEWED FOR CODE Q�lin,-LIANCE-- DATE L vvl CY REVISION E O Do 0 O, N V1 m a) N W Ln In m c m O1 w N Q co W N 01 u L O O m 0 c L O S 0 m a V a W c a F d � O O J M O J ^ M mLno a, o Q M 0 00 UNUii C7 m U Q SCALE NTS DRW BY AW DATE 09/11/2014 SHEET PV -3.3 ARRAY STRING LAYOUT ARRAY STRING LAYOUT INVERTER "A" 500 KVA TRANSFORMER (E) AC SERVICE PANEL REVISION 32.4kW GRID TIED INVERTER HAMMOND POWER SOLUTIONS/ NMKSOOBK 1600A/3P/ 120/208V -------- _ _ _ _ _ _ _ _ _ _ _ _ 39A/3P/480V 208DELTA PRIMARY / 480Y SECONDARY �— -- PV MODULES — SOLECTRIA: PVI-28TL 480V SUNPOWER: SPR -X21.345 -COM w/ INTEGRATED DC DISC. I AC (8)STRINGS OF (13) 1 INVERTER 1 1000VDC I (1) 3" PVC w/ (3) 4/0 TH W N•2 PARALLELED CU. & I 8 (1)#1 THWN-2 CUWI ERUN:2 .GRD. AC -DISC I IMAX:439A �DA� METE R I 13 IN7EDINVERTER I I i1 32.4kWGERTER JUMP—ER GROUND #1009514466 I I `l V TO NEUTRAL DC-Sa f96PV MODULES SOLECT480V INSIDE INVERTER(4) 1" EMT EACH w/ W� 1 w/ INTDISC. AC -3 1200A/3P/240V SUNPO R: SPR -X21 -345 -COM (3) 3" EMT EACH w/�------------J(14)#102KV-PV-WIRECU.& = I I AC DISTRIBUTION PANEL SOUARED:H3IRNR (1) #8 EGS BOND CU. GRD. I(8) S 1000VDCF (12) 1 (3) 300 #2 TH PARALLELED CU. &WIRE RUN: 300' 600A/3P/480V U IMP: 17A INVERTER "B" I I (1) # WIRE RUN: GRD. 32.4kW GRIDTIED INVERTER I 8 IMAX:900A 39A/3P/480V I 12 Ll L2 L3 SUPPLY SIDE - - - - - - - - - - - - — I SOLECTRIA: PVI-28TL 480V r CONNECTION (96) PV MODULES 1 I I DC -lb `J SUNPO R: SPR -X21 -345 -COM w/ INTEGRATED DC DISC. 50 I 1 (4) 1" EMT EACH w/ u I (8) STRINGS OF (12) 1 INVERTER I I(14) #10 2KV-PV-WIRE CU. & 480V � 1000VDC i (1) #8 EGS BOND CU. GRD. 3 POLE ----- 00 - `------------- WIRE RUN: 300' 1600A ai cD O I 8 IMP: 17A480V 208 VAC LO' m 0`D 12 INVERTER "F" 3 POLE 3 PHASE 00) Q C14 4J I I 32.4kW GRIDTIED INVERTER rn ^ fV I q I 39A/3P/480V 50 L1 ry Q o 0 DC -1b -------------- SOLECTRIA: PVI-28TL 480V 480V m U M I I 96 PV MODULES `� O (4) 1" EMT EACH w/ SUNPOUR: SPR -X21 -345 -COM w/ INTEGRATED DC DISC. I 3 POLE x rn O _--�)(14) #10 2KV-PV-WIRE CU. & = I (8) STRINGS OF (12) i INVERTER m OU c `� ----------- (i) #8 EGS BOND CU. GRD. WIRE RUN: 300' I 1000VDC 1 ----- 50 O= r m w IMP: 17A INVERTER "C" 1 1 480V d U a iZ .c 32.4kW GRIDTIED INVERTER I 8 3 POLE 39A/3P/480V 12 50 'v -------------� r (961 PV MODULES \ SOLECTRIA: PVI-28TL480V I I DC -lb SUNPOWER: SPR -X21 -345 -COM 1 w/ INTEGRATED DC DISC. �n I (8) STRINGS OF (12) I INVERTER I I (4) 1" EMT EACH w/ 3 POLE E I 1000VDC I -_--- I 1(14) #10 2KV-PV-WIRE CU. & �� I I l (1) #8 EGS BOND CU. GRD. _ 50 `--------___-- WIRE RUN: 300' - 480V c I 8 IMP: 17A 3 POLE L+ N T 1 12 V INVERTER "G" 50 \ I 32.4kW GRIDTIED INVERTER I ( 39A/3P/480V 480V Ly I I DC-lb-------------� SOLECTRIA: PVI-28TL480V 3 POLE _ y 96 PV MODULES _ > (4) 1" EMT EACH w/ `V� w/ INTEGRATED DC DISC. SUNPO R: SPR -X21 -345 -COM SERVICE CONFIG to �`------------ J)(14) #10 2KV-PV-WIRE CU. & _ ( 1 50 (1) #8 EGS BOND CU. GRD. I (8) STRINGS (12) I INVERTER 480V V120 N-1.1-1-2 208 V WIRE RUN: 300' I I ----- 3 POLE V 120 N - L2 - L3 208 V .w+ IMP: 17A INVERTER "D" I 8 V 120 N - L3 - Ll 208 V Q 32.4kW GRID TIED INVERTER 39A/3P/480V 12 n . (96) PV MODULES \ SOLECTEG PVID DC DISC. 1 I DC -Sb SUNPO R: SPR -X21 -345 -COM 1 w/INTEGRATED DC DISC. 1 1 (4) 1" EMT EACH w/ 1 (8) STRINGS OF (12) I INVERTER I 1(14) #10 2KV-PV-WIRE CU. & I 1000VDC I ) (1) #8 EGS BOND CU. GRD. _ 8 `------------- WIRE RUN: 00 0 r- -- --- -- --- \ 1 12 INVERTER "H" I _ - I I 32.4kW GRIDTIED INVERTER AC -1 COMPLY WITH CALIFORNIA 39A/3P/480V (8) 1" EMT w/ I I DC -lb ------------- SOLECTRIA:PVI-28TL480V II I (4) 1" EMT EACH w/ SUNPOWEPV R SPROXD LES COM (1)3) #8 THW 2 2 o. ELECTRICAL CODE ARTICLE 690 \ 14) #10" EMT EACH CU. & - w/ INTEGRATED DC DISC. 1 ------------ ( 1 (8)STRINGSOF(12) 1 REQUIREMENTS FOR SOLAR (1) #8 EGS BOND CU. GRD. INVERTER WIRE RUN: 20' I 1000VDC I IMAX: WIRE RUN: 300' I 1 ----- PHOTOVOLTAIC SYSTEMS IMP: 17A ( 8 JUMPER GROUND 1 TO NEUTRAL 1 12 INSIDE INVERTER — ---- -----" _ _" 1 1 DC -lb (4) 1" EMT EACH w/ COMPLY WITH 2013 CAL%FORNL4 I 1 I 1(14) #10 2KV-PV-WIRE CU. & Z I 1-------------- J (1) #8 WIRE ROUN:3 0'ND CU. GRD. _ ELECTRICAL :CODE -ARTICLE 705 IMP: 17A REQUIREMENTS FOR ��on=e6lcoY u�rrH 2O�3 Co�� E��rwcA� �E/ectric Power Prodution Sys ^ M 1 CODE- ARTICLE Bg01 ' 40B.3B�D) and - -- CO Ln 705.12ZXB) rconnected Q1 O I REpU1REMENTS FOR WlitY-Ir►te Electric Power' Production Systems I > Q m -- �, O — moo c , -- O�?a 0 cn -�� m/ SCALE NTS DPW BY AW DATE 09/11/2014 SHEET PV -4.0 ELECTRICAL SINGLE LINE DIAGRAM ELECTRICAL SINGLE LINE 120 VAC GATEWAY DECK ALL -IN -ONE -BOX 120 VAC DECK MONITORING 0 0 0 COMMUNICATION CARD A INVERTER BROADBAND ROUTER COMMUNICATION CARD B INVERTER COMMUNICATION CARD C INVERTER SOURCE INTERNET COMMUNICATION CARD D INVERTER F-1 COMMUNICATION COMMUNICATION COMMUNICATION CARD CARD CARD F G H INVERTER INVERTER INVERTER COMMUNICATION CARD E INVERTER P=41rr L L cl) REVISION E 0 0 00 0) C:) '2 19 'o r,iIn in cn �t CN '4 In mA cn m a In r,4 < m 00 m cn u Ln 6 0 xdz 0 rm co u In 0 F: 0 0 Q- m — U LL 0 0 0 LU Cy) rn n4 Co Lr) 9 W 0) o Lu a) > U 0V)o0 U N uji E 0 !40 z,. omu< SCALE NTS ORW By AW DATE 09/11/2014 SHEET PV -4.1 MONITORING SINGLE LINE DIAGRAM NTS MONITORING SINGLE LINE, ARRAY CAUTION: • • CIRCUIT Installed on all DC conduit every 10' and on both sides of any penetration. Installed on all DC Junction boxes COMBINER INVERTER SUB PANEL NEC 690.54, Interactive Point of Interconnection . Installed at all Electrical Distribution Panel covers that provide a path from PV to Utility AC DISC. MAIN SERVICE 0 NEC 705.10, Point of Connection, Located On Main Service Panel. NEC 690.14, Disconnection Means, At REVISION E 0 4i o w 00 O n1DCoo m fV Ln m Ol v N 41 'n m c m rn v N Q -,W fO Q1 U 'n O DO Q C V1 Q 0 2 L x 0 a U a 1 i. v � C Q N W N pf v C W 47 a a �. the single AC -Disconnect or Main o CIRCUIT CURRENT 0 °C o WARNINGBreaker. SHOCKELECTRIC _• OPERATING VOLTAGE • i J M0 m -• • • • 0� •VDC -• ai O a) 0 NORMALLY-• • • CONDUCTORS• MAY BE -• • • • • • ■. . - �ILL QM in en osition •' >Ur� Per 690.5(C), Warning Shockized p NCD o Hazard. Included on all PV NEC 690.14 Solar Disconnect Solar Breaker Label @ Any breaker U � z OD on the front of all PV DC passing Bi -Directional Power p 9 m U a U - Disconnects. Filled out in ./ 'lG - I,;, %r �`E accordance with NEC 690.55 PERMIT# / 13LM E 001-9, , _ `��r�,`, -- NTS DPW BY AW REVIEWED FOR DATE i �y /� n a %� (/.y_•/�� ° (►'^�+nr I 'I 1'F I, n� 'Ln�l 09/11/2014 SHEET ,• 4r1 PV -4.2 r - LABEL DIAGRAM NIS IABEI DIAGRAM REVISION R1C 112"0 SCHED.40 GALV. PIPE, TYP. UNO LLJZ p. 1 31/15] 1" METALLIC FLEX PV RACKS & S * MODULES PER PLAN 8"X8"X6" NEMA3 STT c 1�� \Q ENCLOSURE F C LSF 8"X8"X6" NEMA3 ENCLOSURE 14 11.. CAA STRU C U L ONLY BLE TRAY 3/8 -16 xl STAINLESS HEX 2 WASHER HD TYPE F o SOLAR MODULE SELF TAPPING 1'' 0 SCHED. 40 ai V I N C I & O C I A T E S PRE DRILL W/ 5/16"0, TYP. GALV. PIPE, TYP. UNO p 00 0w STRUT PER PLAN ^ to m 24" MIN. c5lrucl ineers f GEC, PER NOTE N L m 9 ALL WIRES TO BE RUN rn v N v INSIDE RACK AND CABLE TRAY r ^ m fV 175 E. WILBUR ROAD, SUITE 103 - THOUSAND OAKS, CA 91360 X'I/e.711R�4lrI L !L I I I I lI md Ux) OzCl xOLL1 wCv TO AVOID EASY ACCESS POST NQm o P- 805.496.2100 f. 805.496.2442 e- Vinci@VinciSE.com CONSTRUCTION � p OxCv cn N TYPICAL HORIZONTAL MEMBER: CONCRETE FOOTINGCONCRETE FOOTING o o m a(fc=2000PSI) (fc=2000PSI) Ou 28„ 11/2" HOLLAENDER "T', TYP. ., E CABLE TRAY TOP AND BOTTOM I� t1' I I 1L SIC ® N IIII W a a) a 16"0LJW PIER FOOTINGS PIER FOOTINGS j .6 CABLE TRAY DETAIL 4 TYPICAL J BOX_ . AT BACK OF ARRAY Z GM4 NT GM1 INTS 130"�INBED 112" 0 SCH ED. 40 �� GALV. PIPE r°7 0 PERMIT 1 31b / BUT ,E.tOl''Y DEVELOPMENT;SERVICES « REVIEWEDFOR`STRUTPERPLAN SOLAR MODULE EC ODE�COMP.L'IANCE:i pp SEE SECTION 4 FOR STRUT PER PLAN S3C) "4:' 1"120.05 ADD'L INFODATE [�.I _> >a l�DV-,C,;,1=" {b SCHED.40 GAV. PIPE 11/2" HOLLAENDER "T', TYP. MIN, TYP. UNOTYPICAL HORIZONTAL MEMBER: 1Z'0 SCHED.40 GALV. PIPE, TYP. UNO CABLE TRAY TOP AND BOTTOMO 34TYPICAL POSTS: J fy)1a 1 c r� J ,SSEMBLY ERT TYPICAL PROSOLAR GROUND MOUNT FOOTING DETAIL 3 GM3 NT 1S° 1}'0 SCHED. 40 Illr-4 2' 2' GALV. PIPE, TYP. UNO m Lf)) O FTG PER PLAN w a) O SEE SECTION 3 FOR Al INFO ; Q m '" �JUO o0N� 28 ***ALTERNATE: 24"0 PIER11.0— Z 16"0 I� FOOTING 18" DEEP O ro u Q L J PIER FOOTINGS L tU J —1 SCALE RWRW B�— NITS AW DAT 09/11/2014 SECTION 1 SHEET ' x" RAKINGS AILS, ° ,