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HomeMy WebLinkAboutB15-3141VlNC1;. ASSOCI:A-T'ES - • c�lrucfura�. �ir9ineers _ , • . . December 22; 2015. - ,.. 1 Alternative Energy.Systems RtRMIT# � 3 13620 Hwy 99 BUTTE COUt TY DEVELOPMENT SERVICES . Chico, CA 95973 Subject: Reviewof.minlmum footing req `ii ren s Protect: ; . (1.5)� Module Photovoltaic Groundmount Installation (1 Array) ; Carol Anderson : ' 47 Westview Way, Oroville, CA 95966' .V&A Protect No. 12=3457 The purpose of this report is. to :provide a site secific anal sis. of the minimum footing. P Y : requirerrents for the photovoltaic,array groundtrac installation at,47 :Westview Way, ; in Oroville; CA_95966. Based upon our'review of,the 1 Photovoltaic Array, installed 3 modules high and 5' modules wide. The PV Array shaI have,a'transverse spacing of. approximately.6.58,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 ; l 2tl-inches•minimum •below grade for a 16 inch diameter pier footing: An alternate footing.15 inches minimum below, grade fora 1'4" wide continuous fopting,with a post spacing of 6'-3'` longitudinally., An alternate footing 20 inches minimum below grade for a',, 241nch diameter.pier footing. Footing sizes are based upon the worst'case loading due to horizontal --and vertical wind.'loading:- Refer•to attached calculations and.details for additional .information. = - Our professional services:have.been performed using `tHe degree of care -and "skill ordinarily ''. exercised under similarcircu tances by:reputable engineers practicing in this locality. No other warranty, expr se' o implied, .is made as to the professional ,options included in this -report. We liop p o des you,with the 'information you.need at, this time. Please call us,' ` 1 if you hiave an es s -regarding• this re ort. ES Sincere)1c o VINCI SOCIATES ' • : y��, No:" S4411' ' Exp. 12/31/17 y ! 7f 7� a nci, E. srgTF p cA ' c e No S-4411: .' . 175 E.'WILBUR,ROAD, STE 103 THOLSAN.D OAKS, CA 91360 ' p, 805.496-2100 - ',: f 805.496-2442 e' visci@vincise.com DATE: 12/22/2015 V I N C I & ASS O C I AT E S SHEET: -A1 PROJECT: Carol Anderson 61ruclurai Cngineers JOB NO.: 12-3457, 47 Westview Way 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV Oroville, CA 95966 p805.496.2100 • f805.496.2442 • evinci@VinciSE.com CLIENT: Alternative Energy Systems DESIGN DATA: " WIND DESIGN CRITERIA: BASIC WIND SPEED = 100 mph (ASCE 7-10: Risk Category 1 per Table 1.5-1 & Figure 26.5-1 C) ' WIND EXPOSURE = C ' GROUND SNOW LOAD = 0 psf SOLAR MODULE ARRAY DATA ` ' Sloped Dimension of Array = 128.85 in Angle of Array = 20 degrees ' Slope of Array: = 4.10 - : 12 No. of Modules in Transverse Direction • = 3 ' No. of Modules in Longitudinal Direction = 5 Total No. of Modules in Project = 15 - ' Transverse Post Spacing = 6.58 ft Lon itudial Post Spacing ing 10.00 ft Number of supports - Transverse Direction = 2 Diameter of Pier Footing = 16 in Number of Arrays = 1 ' Array Uniform Load = 2.8 psf SOIL DESIGN CRITERIA (Based upon Chapter 18 of CBC) ti Allowable Soil Bearing Pressure = 1500 psf ' Allowable Soil Lateral Bearing _ • ..200 pcf Allowable Shaft Skin Friction / Cohesion = 130 pcf , PROJECT Cari%I Anderson PAGE A2 CLINo.:ENT 47 Westview Way • W:t2221' 'DESIGN BYXA_. �P . _` OB _, - _ ) DATE 5 REVIEW BY M!fcr al sls for0 ,ellk tructu(e Solar Pa el'Based on'ASCE INPUT DATA Exposure category (B. C or D) Importance factor, 1.0 only, (Table 1.5-2) IW = 1.00 Basic wind speed (ASCE 7-10 26.5.1) V = L00 mph Topographic factor (26.8 & Table 26.8-1) Kn 1 00 Flat slope Height of mean roof h = „ `5'7 It Roof slope 12 r Roof length. „ L 10 F ft r Roof horizontal projected width B = 10 ft r Effective area of component / cladding A = 9.0 + ft2 8, (pfo,,,ked) ' DESIGN SUMMARY 1. Main Wind -Force Resisting System Max horizontal force / base shear from roof - = 0.86 kips' f + �V-ns;:0.09 kips (eave & columns increasing) E 0.95 kips Max vertical download force = •2.52 kips Max vertical uplift force = 2.33 kips Max moment at centroid of base from roof = 7.51 ft -kips 44 + ta`+0.75 ft -kips (eave & columns increasing) • E 8.26 ft -kips ,., .. . 2. Component and Cladding Elements , Max inward pressure = 63 psf Max net outward pressure 67 psf *. �. ANALYSIS Velocity pressure ' qh = 0.00256 Kh KA Kd VZ = 18.50 psf where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) + Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 28.3-1, pg 299) = 0.85 4 Ka = wind directionality, factor. (Tab. 26.6-1, for building, page 250) i - = 0.85 e -h =height of mean roof r = 5.00 ft y. Main Wind -Force Resisting System (Sec. 27.4.3) ' P=ghGCN F=PAf where: G gust effect factor. (Sec. 26.9) 9 = roof angle = 18.88 degree r . < 45 deg. [Satisfactory] Ar = roof actual area.. _ 52.8 ft2, windward = 52.8 ft2, leeward CN = net force coefficients. (Fig. 27.4-4, page 267) _ + . „• Check Fig. 27.4-4 limitation h / B = r0.50 within [0.25 , 1.0] [Satisfactory] i _ -WIND TO BOTTOM, = 0° W IND TO TOP, = 180° * CLEAR FLOW OBSTRUCTED CLEAR FLOW OBSTRUCTED e CASE CNW CNL CNyr f CNL .CNw CNL CNw CNL A -1.21 -1.46 -1.31.. -1.60 1.51 .1.70 0.45 -1.05 P (psf) -19.03 -22.88 -20.55 -25.21 23.69 26.78 7.10 -16.48 18.88 F (kips) -1.01 -1.21 1-1.09 -1.33 1.25 1.42 0.38 -0.87 ` B 1-2.16 -0.16 -2.20 -0 s � 4 PROJECT Cari%I Anderson PAGE A2 CLINo.:ENT 47 Westview Way • W:t2221' 'DESIGN BYXA_. �P . _` OB _, - _ ) DATE 5 REVIEW BY M!fcr al sls for0 ,ellk tructu(e Solar Pa el'Based on'ASCE INPUT DATA Exposure category (B. C or D) Importance factor, 1.0 only, (Table 1.5-2) IW = 1.00 Basic wind speed (ASCE 7-10 26.5.1) V = L00 mph Topographic factor (26.8 & Table 26.8-1) Kn 1 00 Flat slope Height of mean roof h = „ `5'7 It Roof slope 12 r Roof length. „ L 10 F ft r Roof horizontal projected width B = 10 ft r Effective area of component / cladding A = 9.0 + ft2 8, (pfo,,,ked) ' DESIGN SUMMARY 1. Main Wind -Force Resisting System Max horizontal force / base shear from roof - = 0.86 kips' f + �V-ns;:0.09 kips (eave & columns increasing) E 0.95 kips Max vertical download force = •2.52 kips Max vertical uplift force = 2.33 kips Max moment at centroid of base from roof = 7.51 ft -kips 44 + ta`+0.75 ft -kips (eave & columns increasing) • E 8.26 ft -kips ,., .. . 2. Component and Cladding Elements , Max inward pressure = 63 psf Max net outward pressure 67 psf *. �. ANALYSIS Velocity pressure ' qh = 0.00256 Kh KA Kd VZ = 18.50 psf where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) + Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 28.3-1, pg 299) = 0.85 4 Ka = wind directionality, factor. (Tab. 26.6-1, for building, page 250) i - = 0.85 e -h =height of mean roof r = 5.00 ft y. Main Wind -Force Resisting System (Sec. 27.4.3) ' P=ghGCN F=PAf where: G gust effect factor. (Sec. 26.9) 9 = roof angle = 18.88 degree r . < 45 deg. [Satisfactory] Ar = roof actual area.. _ 52.8 ft2, windward = 52.8 ft2, leeward CN = net force coefficients. (Fig. 27.4-4, page 267) _ + . „• Check Fig. 27.4-4 limitation h / B = r0.50 within [0.25 , 1.0] [Satisfactory] i _ -WIND TO BOTTOM, = 0° W IND TO TOP, = 180° * CLEAR FLOW OBSTRUCTED CLEAR FLOW OBSTRUCTED e CASE CNW CNL CNyr f CNL .CNw CNL CNw CNL A -1.21 -1.46 -1.31.. -1.60 1.51 .1.70 0.45 -1.05 P (psf) -19.03 -22.88 -20.55 -25.21 23.69 26.78 7.10 -16.48 18.88 F (kips) -1.01 -1.21 1-1.09 -1.33 1.25 1.42 0.38 -0.87 ` B 1-2.16 -0.16 -2.20 -0 t .76 2.01 0.65 1.25 -0.14 p (psf) -33.94 -2.44 -34.64 -11.87 31.55. 10.25 19.68 . -2.28 F (kips) -1.79 -0.13 -1.83 -0.63 1.67 0.54 1.04 -0.12 t 1 N i i DATE: 12/22/2015 V I N C I & A. S S OC I AT ES SHEET: A3 PROJECT: Carol Anderson 61.mcfural (5ngineers JOB NO.: 09-3457 47 Westview Way 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV ' Groville, CA 95966 p 805.496.2100 • f805.496.2442 • evinci@VinciSE.com f { CLIENT: Alternative Energy Systems ' FOOTING DESIGN - PV Sloped Dimension: 128.85 in �'� TYPICAL&ARRAYS„' t PV Array Angle: 20 degrees ' Post Spacing: 10.00 ft ' ' No. of Supports: 2 Footing Diameter (d): 16 in MAXIMUM VERTICAL FORCE: 2.52 k / (10.0 x 10.0) = 25.24 psf x 0.6 = 15.14 psf ' MAXIMUM UPLIFT FORCE: 2.33 k / (10.0 x 10.0) = 23:26 psf x 0.6 = 13.96 psf ASD Factor GROUNDTRAC SYSTEM CAST INTO EARTH ' Maximum Vertical Load: (Worst Case: DL+ Wind) P = 15.14 psf + 2.8 psf DL + 0 psf snow = 17.94. psf P = 17.94 psf x ( 121 ” /12"/ft) x ( 120.0 " /12"/ft) = 1810 lbs for 2 Supports P = 905 lbs/footing Try 16" diameter footing Soil Bearing = 905 / (p x 0.67) = 648.6 psf << 1995psf 1500 psf x 1.33 (CBC Table 1806.2) t Maximum Uplift Load: Therefore O.K. P = 13.96 psf - 2.8 psf DL = 11.16 psf P = 11.155 psf x ( 121 " /12"/ft). x ( 120.0 "-/12"/ft) = 1126 lbs for 2 Supports P = 563 lbs/footing Try 16" diameter x 28 " footing . Allowable uplift = Concrete DL + Soil Cohesion ( 130 psf x 1.33 ) per CBC Table 1806.2 [ (n x (d/2)Z) x 150 pcf x 2.3 ft ] + [ (n'x d) x 2.34 ft x 172.9 psf] _ . 2184 lbs Design Ratio = ( 2,184 lbs / 563 lbs) = 3.9, Therefore O.K. T DATE: 12/22/2015 PROJECT: Carol Anderson 47 Westview Way Oroville, CA 95966 CLIENT: Alternative Energy Syste VINCI & ASSOCIATES 61ruclura/ (inyineers 175 E. W ILBUR ROAD, STE 103 - THOUSAND OAKS, CA 91360 P 805.496.2100 • f 805.496.2442 • e vinci@VinciSE.com DESIGN OF PIER FOOTING & POST CHECK Post Spacing: 10.00 ft Number of Columns: 2 Horizontal Load: 9.5 psf Exposed wind surface 3 ft -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: (CBC Section 1807.3.2.1) d = (A/2) (1 + ( 1 + (4.36h/A) )^.5)) D 67 d GOVERNS >>> DESIGN COLUMN Mcol Scol = »»> USE: P = h= S1 = b= A = (2.34 * P) / (S1 - b) SHEET: A4 JOB NO.: 09-3457 ENGR.: SRV WIND `y 119 lbs = 9.5 psf x 10.0 ft x 3 ft / 2 columns 4.5 ft (Average Height) 266 psf/ft x (d/3) (includes 1.33 increase for wind) 16 in (diameter or diagonal of square) Try d = (ft) S1 @ (1/3)d (PSf) A Calc d (ft) 1.34 158 1.315 3.28 1.59 188 1.108 2.95 1.84 218 0.958 2.70 2.09 247 0.843 2.50 2.59 306 0.680 2.20 Ph = 534 ft -lbs McoI / Fb = 0.28 in Fb = 0.66 x 35,000 psi ASTM A53, Gr B 1-1/2" Schedule 40 Pipe S = 0.33 in with 16 inch diameter x 28 inch MIN. deep concrete footing. G DATE: 12/22/2015 VINCI & ASSOCIATES, SHEET: A5 PROJECT: Carol Anderson 61ruclural Cnyineers JOB NO.: 09-3457 47 Westview Way 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV Oroville, CA 95966 P805.496.2100 - f 805.496.2442 • evinci@VinciSE.com CLIENT: Alternative Energy Systems ' DESIGN OF PIER FOOTING & POST CHECK = °. ' Post Spacing: 10.00 ft Number of Columns: 2 Horizontal Load: 9.5 psf tExposed wind surface 3 ft -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: ' (CBC Section 1807.3.2.1) ' d = (A/2) (1 + ( 1 + (4.36h/A) )^.5)) P A = (2.34 P) / (S1 " b) P = 119 lbs = 9.5 psf x 10.0 ft x 3 ft / 2 columns ' h = 4.5 ft (Average Height) S1 = 266 psf/ft x (d/3) (includes 1.33 increase for wind) 1 h b = 24 in (diameter or diagonal of square) R1101 i Try d = S1 @ (113)d A Calc d i < til tft) (PS0 (ft) '. 0.73 129 1.073 2.89 !"R 00 0.98 174 0.799 2.42 ' 1.23 218 0.637 2.11 1.48 262 0.529 1.90 GOVERNS »> 1 73 r 307 04'53 ' ` 1 73fi ," 1.98 351 0.395 1.60 DESIGN COLUMN Mcol = Scol = »»> USE: Ph = 534 ft -lbs Mcol / Fb = 0.28 in 3 Fb = 0.66 x 35,000 psi.. ASTM A53, Gr B 1-1/2" Schedule 40 Pipe S = 0.33 in with 24 inch diameter x 21 inch MIN. deep concrete footing. DATE: 12/22/2015 VINCI & ASSOCIATES, SHEET: A6` PROJECT: Carol Anderson cSlrucfura/ 6nyfneers JOB NO.: . 09-3457 47 Westview Way 175 E. WILBUR ROAD, STE 103 THOUSAND OAKS, CA 91360 ENGR.: ' JRV Oroville; CA 95966 P805.496.2100'f805.496.2442 • evinci@VinciSE.com CLIENT: Alternative Energy Systems DESIGN OF PIER FOOTINGA POST CHECKR "� 3..` Post Spacing: 6 25., ft «< RED<UCEDPOST SPACING ' Number of Columns: 2 Horizontal Load: 9.5 psf Exposed wind surface 3 ft ' -DESIGN BASED. UPON NON -CONSTRAINED CBC FORMULA: '(CBC Section 1807.3.2.1) ' d = (A/2) (1 + ( 1 + (4.36h/A) )^.5)) A _ (2.34 * P) /. (Si ` b) P P _ 74 lbs = 9.5 psf x 6.3. ft x 3 ft / 2 columns. _ • h= 4.5 ft (Max Height) ' S1 = 266 psf/ft x (d/3) (includes 1.33 increase for wind) h b = 29in (diagonal of square) [21" x sort(2)] • ' .9 d 5 GOVERNS >>> Try d = (n). S1 @ (113)d (Psf) A Calc d 0.28 60 1.197 3.09 0.53 11.4 0.632 2:11 0.78 .167 ,: 0.430 1.68 1.03 221 0:325 1.44 1.53 328 0.219. 1.15 i T • 1 'DESIGN COLUMN M.I = Ph = 334' ft-Ibs - ' " Scoi = Moi [Fb • _ 0.17 in Fb = 0.66 x 35,000 psi ASTM A53, Gr B »»> USE: 1-1/2" Schedule 40 Pipe y S = 0.33 in ' with 21 inch wide x 15 inch MIN. deep continuous concrete footing. • r - 1 , r 4 SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY - ` J POWER WARRANTY 100% ELECTRICAL DATA - 400F to +1851 (- 400C to +850C) I - E20 -327 E19-320�� Nominal Power 12 (Pnom) 327 W 320 W 1 Power Tolerance _ - +5/-0% +5/-0% 95% • 20.4% 19.8% Rated Voltage (Vmpp) , 90% 5.98 A 5.86 A_�� ' Open -Circuit Voltage (Voc) --1 64.9 V 64.8 V Short -Circuit Current (ISC) 6.46 A 6.24 A Max. System Voltage-^ - 600 V UL & 1000 V IEC -i Maximum Series Fuse 15 A Power Temp Coef. -0.38% / 0C ' Voltage Temp Coef. -176.6. mV / oC Current Temp Coef. _ �- 3.5 mA / °C y UL1703 (Type 2 Fire Rating), IEC 61215, IEC 61730 4 ISO 9001:2008, ISO 14001:2004 I EHS Compliance RoHS, OHSAS 18001:2007, lead free Ammonia test IEC 62716 r Salt Spray test _ 75% PID test Potential -Induced Degradation free: 1000V'0 ( Available listings UL, CEC, CSA, TUV, JET, KEMCO, MCS, FSEC --J 0 5 t0 15 20 25 Years More guaranteed power: 95% for first 5 years, -0.4%/yr. to year 25.8 REFERENCES: 1 All comparisons are SPR -E20327 vs. a representative conventional panel: 250W, approx. 1.6 m2, 15.3% efficiency. 2 PVEvolution Labs "SunPower Shading Study," Feb 2013. 3 Typically 7-9% more energy per watt, BEW/DNV Engineering "SunPower Yield Report," Jan 2013. 4 SunPower 0.25*/o/yr degradation vs. 1.00/o/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 70% of rated power. 6 Second highest, after SunPower XSeries, of over 3,200 silicon solar panels, Photon Module Survey, Feb 2014. 7 8% more energy than the average of the top 10 panel companies tested in 2012 (151 panels, 102 companies), Photon International, Feb 2013. 8 Compared with the top 15 manufacturers. SunPower Warranty Review, Feb 2013. 9 Some exclusions apply. See warranty for details. 10 5 of top 8 panel manufacturers from 2013 report were tested, 3 additional silicon solar panels for the 2014. Ferrara, C., et al. "Fraunhofer PV Durability Initiative for Solar Modules: Part 2". Photovoltaics International, 77-85. 2014. 11 Compared with the non -stress -tested control panel. Atlas 25+ Durability test report, Feb 2013.from 2013 report were tested, 3 additional silicon solar panels for the 2014.. Ferrara, C., et al. "Fraunhofer PV Durability Initiative for Solar Modules: Part 2". Photovoltaics International, 77-85. 2014. 12 Standard Test Conditions (1000 W/m2 irradiance, AM 1.5, 250 C). 13 Based on average of measured power values during production PRODUCT WARRANTY TWatonal arr ELECTRICAL DATA - 400F to +1851 (- 400C to +850C) I - E20 -327 E19-320�� Nominal Power 12 (Pnom) 327 W 320 W 1 Power Tolerance _ - +5/-0% +5/-0% Avg. Panel Efficiencyl' 20.4% 19.8% Rated Voltage (Vmpp) 54.7 V 54.7 V Rated Current (Impp) 5.98 A 5.86 A_�� ' Open -Circuit Voltage (Voc) --1 64.9 V 64.8 V Short -Circuit Current (ISC) 6.46 A 6.24 A Max. System Voltage-^ - 600 V UL & 1000 V IEC -i Maximum Series Fuse 15 A Power Temp Coef. -0.38% / 0C ' Voltage Temp Coef. -176.6. mV / oC Current Temp Coef. _ �- 3.5 mA / °C y REFERENCES: 1 All comparisons are SPR -E20327 vs. a representative conventional panel: 250W, approx. 1.6 m2, 15.3% efficiency. 2 PVEvolution Labs "SunPower Shading Study," Feb 2013. 3 Typically 7-9% more energy per watt, BEW/DNV Engineering "SunPower Yield Report," Jan 2013. 4 SunPower 0.25*/o/yr degradation vs. 1.00/o/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 70% of rated power. 6 Second highest, after SunPower XSeries, of over 3,200 silicon solar panels, Photon Module Survey, Feb 2014. 7 8% more energy than the average of the top 10 panel companies tested in 2012 (151 panels, 102 companies), Photon International, Feb 2013. 8 Compared with the top 15 manufacturers. SunPower Warranty Review, Feb 2013. 9 Some exclusions apply. See warranty for details. 10 5 of top 8 panel manufacturers from 2013 report were tested, 3 additional silicon solar panels for the 2014. Ferrara, C., et al. "Fraunhofer PV Durability Initiative for Solar Modules: Part 2". Photovoltaics International, 77-85. 2014. 11 Compared with the non -stress -tested control panel. Atlas 25+ Durability test report, Feb 2013.from 2013 report were tested, 3 additional silicon solar panels for the 2014.. Ferrara, C., et al. "Fraunhofer PV Durability Initiative for Solar Modules: Part 2". Photovoltaics International, 77-85. 2014. 12 Standard Test Conditions (1000 W/m2 irradiance, AM 1.5, 250 C). 13 Based on average of measured power values during production PRODUCT WARRANTY TWatonal arr t Temperature - 400F to +1851 (- 400C to +850C) I Max load Wind 50 psf, 2400 Pa, 245 kg/m2 front & back - t Snow: 112 psf, 5400 Pa, 550 kg/m2 front sa 1 inch (25mm) diameter hail at 52 mph (23 m/s). Appearance Years '-Solar Cells Combined Power and Product defect 25 year coverage that includes panel replacement costs. - OPERATING CONDITION AND MECHANICAL DATA�� t Temperature - 400F to +1851 (- 400C to +850C) I Max load Wind 50 psf, 2400 Pa, 245 kg/m2 front & back - Snow: 112 psf, 5400 Pa, 550 kg/m2 front _ Impact resistance - 1 inch (25mm) diameter hail at 52 mph (23 m/s). Appearance Class A '-Solar Cells 96 Monocrystalline Maxeon Gen II -High Tempered Glass transmission tempered Anti -Reflective Junction Box IP -65 Rated Connectors MC4 Compatible Connectors r Frame Class 1 black anodized (highest AAMA rating) Weight- ,Y-41 lbs (18.6kg) �- `- .__J TESTS AND CERTIFICATIONS Standard tests i UL1703 (Type 2 Fire Rating), IEC 61215, IEC 61730 Quality tests ISO 9001:2008, ISO 14001:2004 I EHS Compliance RoHS, OHSAS 18001:2007, lead free Ammonia test IEC 62716 r Salt Spray test _ IEC 61701 (passed maximum severity) PID test Potential -Induced Degradation free: 1000V'0 ( Available listings UL, CEC, CSA, TUV, JET, KEMCO, MCS, FSEC --J 1046 mm [41.2 in] 1559 mm [61.4in] BUTTE COUNTY BUILDING DIVIS110N) APPROVED See http://-.sunpower.com/facts for more reference information. For more details, see extended datosheet: www.sunpower.com/datasheets. Read safety and installation instructions before using this product. www.sunpower.com ©December 2014 SunPower Corporation. All rights reserved. SUNPOWER, the SUNPOWER logo, MAXEON, MORE ENERGY. FOR 11FE., and SIGNATURE are trademarks or registered pocumem p SOd860 Rav D /LTR US trademarks of SunPower Corporation. Specifications included in this datosheet are subject to change without notice. BUTTE �:OUNTY BUILDING (WISION APPROVED Technical data I Sunny Boy 3000TL-US Sunny Boy 3800TL-US Sunny Boy 4000TL-US _ 1 208 V AC 240 V AC _ - 208 V AC 240N AC ' 208 V AC 240 V AC Input (DC) Max. usable DC power (@ cos ip =_l) - - , _3200-W _ -- 4200 W _ 4200 W Max. DC voltage , . - - - ! - 600 V - - -' 600 V - Rated MPPT voltage range _ 1 . 175 - 480-V - 175 - 480 V i _600-V 175 - 480 V MPPT operating voltage range. _ j 125 , 500 V 125 - 500 V t 125 - 500 V Min. DC voltage / start voltage - _ 125 V /_150 V j 125 V / 150 V 125 V / 150 V Max. operating input current/ per MPP tracker 18 A % 15 A 24 A / 15 -A 24 A / 15 A Number of MPP trackers /, strings per MPP tracker ? 2 L? Output (AC) _ - - -- - - AC nominal power - - - 3000 W _ _ i 3330 W j 3840 W - - ; t --- 4000 W _ Max. AC apparent power __ __ 3000 VA _ 3330 VA_ 38d0 VA ) 4000 VA Nominal AC voltage / adjustable - ] ' 208 V / • _ 240V/ • 208 V /-• 240 V / i 208V/ • 240 V [ • ACvoltagerange_] 183 - 229 V-1 21 1 - 264 V 183 229 V 21 1 - 264 V 183 - 229 V 211 - 264 V AC grid frequency; range_ - _ 6"z/ / 59_3 60.5 Hz 60 Hz-/ 59.3 _ 60.5 Hz 60 Hz / 59.3 --60.5 - Max. output current 15 A- 16 A— - 20A -' Power factor (cos f) Output phases line connections 1 12 t 1 2 Harmonia _ _ - - _ �' -<4% �. <4/ <4% Efficiency Max. efficiency _ 0.2%., _ ; 97.6% . ' _ 97.2% I 97.5 /° _ 97.2 % 97.5% -"- -' CEC efficiency, _ - 9&5% % 96.57. - - I 96 57.96.5% _ 97.0% _ __ .. Protection devices DC disconnection device • ` DC reverse-po lority_protection • Ground fault monitoring / Grid monitorin AC short circuit protection _ f • ' „ Allpole sensitive residual current monitoring unit ] • Arc fault circuit interrupter (AFCI) compliant to UL 16998 Protection class / overvoltage category " - _ - _ - - I / IV- General data Dimensions (W / H / D) in mm (in) 490./ 519-/ 1 -85 ---Il- 9--3 / 20.5 /7.3) DC Disconnect dimensions (W / H / D) in mm (in) _ _ _ _ _ _ 187 / 297 /_ 190 (7.4 / 11.7 / 7.5) Packing dimensions (W / H / D) in mm (in) ' ,_ _ _ - 617 / 597 / 266 (24,3 / 23.5 / 10.5) DC Disconnect packing dimensions (W / H / D) in mm (in) _ } _ 370 / 240 / 280 114.6 /,9.4 / 11.0) 1 Wei ht- . OC Disconnect wei ht _ — ? -- -- -_- _ 24 k 53 16 3.S k 8 16 _ -- 9 (_ -) /- _9 (_ -) Packing weight / DC Disconnect packing weight_ - - 27 kg (60 Ib)/ 3.5 -kg (8 Ib),_ _ _i Operating temperature range _ - _ - " c _ _ 740 °C ... +60 °C (-40 °F . +140 °F) -- - - - - Noise emission f typical) _- 5 25 dB(A)_ 25 d8(A)_ _ ' < 25 dB(A) _ Internal Consumption at night, - _ _ _ _ 1 . I. W _ I W _ _ 1 < 1 W Topology _ , - Transformedess , . _ Tronsformerless Transformedess ; - Cooling _ __. _ 1 — -�_ Convection ---- _ Convection— ._ Convecfion 'Electronics protection rating _ _ _ - r _ _ NEMA 3R NEMA 3R NEMA 3R _ Features Secure Power Supply- Disp(ay: graphic • • J Interfaces: RS485 / SI eedwire/Webconnect _ _ 1 0/0 _ } _ — O/O_ - _ ; ` 6/6 Warany: 10 / 15 / 20 years- -0/0 _ 45/0 -- j 0/9/0 Certificoies and permits f more available on request) -.---" UL 1741, UL 1998, UL 1699B, IEEE1547, FCC Part 15 (Class A & BJ _..... _. - CAN/CSA C22.2.107_1-1 j NOTE: US inverters ship with gray lids Type designation _ _ _ _ _ _ __ SB 3000TL-U&22_ T _ SB 3800TL-US•22 SB 4000TL-US-22 ;-------------------- -----------------------------------------------.--------• Efficiency curve SUNNY BOY 5000TL-US-22 240Vac!-------- -------- ------------------ ••-� Speedwire/Webconnect interface 98 -- SWDM-US 10 Sunny Boy 6000TL-US Sunny Boy 7000TL-US Sunny Boy 770OTL-US 96 -- /-�-.,- _ - __ __... ............. 208 V AC _ 240 V AC ............. • Standard feature 0 Optional feature - Not available Data at nominal conditions 6300 W , 1 7300 W ' _ 8000 W 600 V 600 V __ . 600 V 600 V 94 j 210 - 480 V 245 = 480 V, ; 270 - 480 V - 125 - 500 V _ ; , 125 - 500 V _ 125 - 500 V ; , 125 - 500 V _ 125,V/ -150V _r 125V/150V. _ - 125V/150V_ _s _ 125V/150V u 92 -36A_/ISA _ _ r 30A/ IBA -' - 30A/ ISA _ in 90 4550 W 3606.W - J,_ 5200 W . I ; -6000_W _ 6006 W 7000 W_ 6650 W 7680 W 88- Eta f 1 - 175 , , = 208 V / -• _ _- 240V/ -• - ^208 V / l _ f 240 V / i 208 V / ). _ 240 V / • Irt llv�l Ba IV„ -40086 183 - 229 V 21 I - 26.4 V :: 183 - 229 V' 1 21 I -264 V_ 183 - 229 V - : , 211- - 264V 183 - 229V' _ 21 1 - 264 V - -- '- Etn fV-d8_ _ 60 Hz / 59.3 - 60.5 Hz_ 60 Hi / 59.3-60.5 Hz v...M _ - 60 Hz / 59.3 - 60.5 Hz 22A 0.0 0.2 0.4 0.6 0.8 1.0 32A - Output power / Rated power Accessories Speedwire/Webconnect interface RS485 interface DM.485CB-USI O SWDM-US 10 Sunny Boy 6000TL-US Sunny Boy 7000TL-US Sunny Boy 770OTL-US Fun kit for SB300/ 4000/s000n-US-22 us-zz �"'j' t BI.J E cOUN _ FANKIT02-10 I T Bh4 NVISION 208 V AC _ 240 V AC ��`t" • Standard feature 0 Optional feature - Not available Data at nominal conditions 6300 W , 1 7300 W Sunny Boy 5000TL-US Sunny Boy 6000TL-US Sunny Boy 7000TL-US Sunny Boy 770OTL-US 208, V AC 4 240 V AC - 208 V AC 240 V AC 208 V AC 240 V AC i , 208 V AC _ 240 V AC 5300 W 6300 W , 1 7300 W ' _ 8000 W 600 V 600 V __ . 600 V 600 V 175 - 480 V j 210 - 480 V 245 = 480 V, ; 270 - 480 V - 125 - 500 V _ ; , 125 - 500 V _ 125 - 500 V ; , 125 - 500 V _ 125,V/ -150V _r 125V/150V. _ - 125V/150V_ _s _ 125V/150V -.30A/15A. -36A_/ISA _ _ r 30A/ IBA -' - 30A/ ISA _ 2/2 4550 W 3606.W - J,_ 5200 W . I ; -6000_W _ 6006 W 7000 W_ 6650 W 7680 W 4550 VA 5000 VA = 5200 VA _ _ 6000 VA 6000 VA. _ 7000 VA , _ _ - 6650 VA 7680 VA = 208 V / -• _ _- 240V/ -• - ^208 V / l _ f 240 V / i 208 V / ). _ 240 V / • _ ' A _ _ -208 V / • 240 V 183 - 229 V 21 I - 26.4 V :: 183 - 229 V' 1 21 I -264 V_ 183 - 229 V - : , 211- - 264V 183 - 229V' _ 21 1 - 264 V 60 Hz / 59.3 - 60.5 Hz - - _ 60 Hz / 59.3 - 60.5 Hz_ 60 Hi / 59.3-60.5 Hz _ _ - 60 Hz / 59.3 - 60.5 Hz 22A 25A ;.. _. 29.2A _; 32A - 1/2_.._ 1 _ 1/2 97.2%_ _ 97.6% 97.0% 97.4% ' 96.8% • I _ "9& 8% 96.B% - 97.3% 96.5%_ 97.0./ 96.5% 97.0% 96.5/° 965/ �1 96.5% ; 96.5% _ • /_• _ - --. - _ _ _ _-- _ 490/519/185 (19.3/20.5/7.3) 187 / 297 / 190 (7.4 / 11.7 / 7.5) 617 /597 / 66(24.3 / 23.5/10.5) .. _. 370/240/280 (14.6/9.4/11.0) _ _ -- - - 24 kg. (53 1b)_/ 3.5 kg _($_Ib) -+ 27 kg (60161 / 3_5 kg (8 lb)_.. - -+60.' C_(-40 F...+140°F)_. _ < 29 dB(A) r < 29 dB(A). - _ 29 dB(A) _ _1 _ - Transformedess -- . _.- _ .- TransFor med, Transformerless ess - - -.- _ Transformerless - - -- Convection r - _ Fan Fan - - Fan NEMA 31R -.. 1 .. NEMA 3R _, _. -a - NEMA 31Z , - _ ,t� -- - - NEMA 3R ._ -100 1 -UL 1741, UL 1998, UL 16998, IEEE] 547, FCC Part 15 (Class A & B), CAN/CSA C22 2 107.1-1 L SB 5000TL-US-22 _- .! _ _ SB 6000T4US-22�_ _ - u __ SB 7000TLUS-22 .__ 1 _ SB 7700TL-US-22 _ _ END CLAM ,LIP IUT EX BOLT ✓EEB CLIP HANNEL NUT ROSOLAR RAIL PROSOLAR RAIL DETAIL BUTTE COUNTY BUILDING DIVISIt)J%i APPROVED w System Specifications - 4:�• Customer Name: CAROL ANDERSON` - Panel Specifications Customer Address: 47 WEST VIEW WAY, OROVILLE, CA 95966 Manufacturer: Sunpower Model: SPR-327NE-WHT-D r Service Panel Bus Bar Rating: 2001A PV Pmax: 327 W Length: 61.39 inches Service Panel AC paramters: ­ 240 V Vmpp: 54.7 V Width: 41.18 inches Total Solar AC System Size: 5.3 AW y - Voc: 64.9 V Weight: 41 lbs Min Service Panel CB Size: 200 A f1i, n7 ' , Impp: 5.98 A Voc % Temp: 0.0027 V Area Lowest Temp: -3 °C ISc: 6.46 A -'Voc Temp: 0.1766 V Inverter ManufacturerSMA` F Inverter Model SB5000TL-US-22 R ' Inverter Output Power 5300 W Inverter Imax 22.0 A Min CB Size 27.5 A , 1 String of L7� Actual CB Size Y 30 A String of Voltage 240 VAC Array String DC Operating Voltage 437.60 437.60 VDC DC Max Voltage 560.17 560.17 VDC ' DC Operating Current 11.96 5.98 A- DCShort Circuit Current 12.92 6.46 A Y � - ` -. � Y I.a .. .f'" � - • , -~ • ,_ f YYµ - A - t � ` �` ~'......,) '. '. ;-r77. -OUNTY t 4'. R Notes ' " c?, _• Formulas nl, NEC, Annex C, Annex C Table C . fl, Isc x 1.25 z 1.25 f7,# of series panels in series x Vmpp. n2, Conduit fill, NEC Table 310.15(B)(2)(a) - f2, Isc x 1.25/Conduit fill x (Ambient Temp - Sunlight Exposure Correction f8,# of series panels x ((26C + Record Low Celcius x panel Voc temp Coef) + n3, Temp correction, NEC Table 310.16 Factor) Voc)) n4, DC Resistance, NEC Chapter 9 Table 8 f3, Inverter Imax x 1.25. .` f9,# of strings x Impp� n5, AC resistance, NEC Chapter 9 Table 9 ' t f4, Inverter Imax x 1.25/Conduit fill x (Ambient Temp - Sunlight Exposure f10,# of strings xlsc n6, NEC Article 310.15 , Correction Factor) 'fll,Bus Bar or conductor rating x 1.2 -Sum of all Input Breakers <or= Bus n7; NEC Article 690.8(6)(1) ` a f5, Tolerance Yo x V/D x I x .2 bar or conductor rating x 1.2 F8, Sunlight Exposure,NEC Table, 310.15(B)(2)(c) F6-2 x D x I x R/V , • y � • - , + t` • ' ' ,- • ' • i ' Wt � , tint Y' •.t f •S. - DC Circuit Ampacity Calculator Meter #: r� 5000069853 Customer Name: ANDERSON, CAROL Location: 47 WEST VIEW WAY, OROVILLE,-CA 95966 1 .G _ Wire Note: DC -1 y Description: MODULES TO INVERTER Wire Calculation 10 Minimum Wire and Conduit Size based on Voltage Drop and Ampacity- 10 Minimum Ground Size Based on NEC 6.46 A Isc/A ' r�� Number of Strings 10 Actual Ground Size Based on NEC ►. 6.46 A Circuit Amps 13.92iA Ampacity After Derate 10 Wire Size Based on Ampacity 30 A 4 t. 0.0678 % of Voltage Drop 10 Wire Size Based on Voltage Drop 1 301A *• 13.92 A ' Minimum Conductor Ampacity Based on Conditions of Use f 10.091A Minimum Conductor Ampacity Based on 1.56 Rule LL r Conditions of Use 10.58 Derate Total 70 ,°C Temp Coef (ambient +Sunlight) t _ 158 °F , 0.58 Derate � 4 • 70 °C Ambient Temp 158 °F none Sunlight Exposure 32 °F 0 .°C Temp adder z 3 or less Number of Current Carrying Conductors L Derate applied to Temp Coefficient ' Voltage Drop: (Allowable -Tolerance 1%) 54.7 V Vmp/Volts :.. 8 Panels in Series 5.98 A Imp/Amps x . X437.6 V Circuit Voltage - 5.98 A Circuit Amps s 20 ft One Way Distance + .. r- 10 Wire Size 1.24 Resistance 0.0678 % of Loss Conduit Size (Conduit Fill Can Not be more than 40%) • r None Conduit Type -0.16 Wire Size Diameter Conduit Fill percentage F 1 Conduit Size 0.16 Ground Wire Size Diameter -#N%A Conduit Internal Diameter 600 V -System Voltage - THWN-2 Wire Type BUTTE COUNTY y ' BUILDING DIVISION _ 4 APPROVED t t�, AC Circuit Ampacity.Calculator Meter #:5000069853 '= Customer Name: ANDERSON, CAROL - Location: 47 WEST VIEW WAY, OROVI LLE, CA 95966 ` Wire Note: AC-1 Description: INVERTER TO MAIN SERVICE ;5.28-kWatts e Calculation _ 240 VAC Split Voltage Configuration TRUE TL Inverter? 3 Minimum Wire and Conduit Size based on Voltage Drop and Ampacity ©Minimum Ground Size Based on NEC 27.50 A Minimum Ciruit Breaker/Fuse Size 6 Actual Ground Size Based on NEC 27.50 A Ampacity After Derate 10 Wire Size Based on Ampacity • 30 A Y - 0.4986 % of Voltage Drop 3 Wire Size Based on Voltage Drop = - 110 A 22 A Circuit Ampacity 1 Factor 1 Phases 0.82 Conditions of Use Derate Factor 26.83 A Minimum Conductor Ampacity Based on Conditions of.Use ' 27.50 A Minimum Conductor Ampacity Based on 1.25 Rule • o s, - _ 'L Conditions of Use 0.82 Derate Total F . . r ` r. = 50 °C Temp Coef (ambient +Sunlight)' 122 °F 0.82 Derate - y 50 °C Ambient Temp 122 °F ,{ ' none Sunlight Exposure ', 32 °F' . 0 °C , Temp adder ` s +.. 3 or less Number of Current Carrying Conductors 1 Derate applied to Temp Coeficient „ y Voltage Drop: Allowable Tole rance'(Solar Generation_ 1%, Distribution 3%) 240 V Circuit Voltage r 22 A Circuit Amps 0.245 Resistance 111 ft One Way Distance', 3 Wire Size 0.4986 % of Loss t i Conduit Size (Conduit Fill Can Not be more than 40%) PVC Conduit Type - 0.344 Wire Size Diameter w--- Conduit Fill percentage 1 1/4 " Conduit Size - 0.248 Ground Wire Size Diameter 1.237 IConcluit Internal. Diameter 600 V •System Voltage ' s' THWN-2 Wire Type ' fY - "BUTTE COUNTY T.. BUILDING DIVISION ' 4" ROVE® ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE 2011 I ' - REVISION NATIONAL ELECTRIC CODE (NEC), OR LOCAL MUNICIPAL CODE, AND e FIRE DISTRICT REGULATIONS. '.' - I' PROJECT.OWNER._ , -' J PAGE # _ CONTENT, y 1. ALL EQUIPMENT SHALL BE LISTED AND LABELED PER RECOGNIZED ELECTRICAL' 19. INSTALLATION OF PV PANEL ARRAYS SHOULD RESIST SLIDING AND POP-UP TESTING LABORATORY AN INSTALLED PER THE LISTING REQUIREMENTS AND THE RESULTING FROM SEISMIC EVENTS AND SHOULD COMPLY WITH CBC SECTION I ANDERSON' CAROL ' ' PV-1.0 SCOPE + a MANUFACTURER'S INSTRUCTIONS. 1613A AND ASCE STANDARD 7-05, CHAPTER 13. 47 WESTVIEW;WAY PV-2.0 SITE PLAN 2. _ ALL INVERTERS SHALL BE IEEE 929 COMPLIANT AND SHALL BE INSPECTED BY LOCAL 20. PV SYSTEM INSTALLER WILL BE RESPONSIBLE FOR FURNISHING AND INSTALLATION . OROVILLE CA95966 } "' PV-2.1 UNDERGROUND SITE PLAN UTILITY BEFORE COMMISSIONING, TESTING, AND OPERATION OF THE SYSTEM. OF ALL RELATED EQUIPMENT, CABLES, ADDITIONAL CONDUITS, BOXES WIREWAYSIl APN:079=300-017 -�: PH#:530.589.3859 PV-3.0 ARRAY LAYOUT ' iF•!' AND OTHER ACCESSORIES NECESSARY FOR COMPLETE AND OPERATIONAL I.,+ y 3:• ALL OUTDOOR EQUIPMENT SHALL BE MINIMUM NEMA 3R, INCLUDING OUTDOOR PHOTOVOLTAIC SYSTEMS. h EMAIL cmutrux@att.net PV-4.0-' r ELECTRICAL DIAGRAM MOUNTED TRANSITION BOXES, COMBINER BOXES, AND SWITCHES. �•^ I ''. .'' +"' PV-4.1 + LABEL DIAGRAM £ + 0 21.' PV SYSTEM CONTRACTOR SHALL COORDINATE ALL THE WORK WITH THE ENGINEER I , - 0 01 4. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE REQUIREMENTS OF NEC THE CONSTRUCTION MANAGER AND ALL OTHER CONTRACTORS TO ENSURE THAT I } - _ _ PV-5.0 RACKING DETAILS :, 0) o ART.250,690. - PV SYSTEM IS INSTALLED AS SPECIFIED IN THESE DRAWINGS. ,F i +':_ ATTACHMENT MODULE SPECS v N I CONTRACTOR: rl r-4 M M S. NEC. ART. 690.9(A). ALL CIRCUITS CONNECTED TO MORE THAN ONE SOURCE SHALL 22. DRAWING IN GENERAL OR DIAGRAMMATIC AND INDICATE GENERAL ! I INVERTER SPECS = Q1 m o m c rn an ;a c n. = WIRE CALCS > a Ln -- E HAVE OVERCURRENT DEVICES LOCATED SO AS TO PROVIDE OVERCURRENT ARRANGEMENT OF THE EQUIPMENT AND WORK INCLUDED. THE INTENTION OF THE I , - '- �3 3 o ` PROTECTION FROM ALL SOURCES. DRAWING IS TO INDICATE SIZE, CAPACITY, APPROXIMATE LOCATION AND GENERAL I x ii Ln +„ L N RELATIONSHIP, BUT =T NOT EXACT DETAIL OR PHYSICAL PLACEMENT. ! ALTERNATIVE ENERGY SYSTEMS INC. o p.Z if @1 I r o '' I, 13620 HIGHWAY 99 F to = 0 x m = Q w - ^ - 6. NEC ART. 690.18. DUE TO THE FACT THAT PV MODULES ARE ENERGIZED WHENEVER ; . " .I f. _ THEY ARE EXPOSED TO LIGHT, PV CONTRACTOR SHALL DISABLE THE ARRAY DURING 23. FIELD VERIFIES EXACT AIC RATING REQUIRED OF THE MAIN SWITCHBOARD FROM v LL c ` INSTALLATION AND SERVICE BY SHORT CIRCUITING, OPEN CIRCUITING, OR LOCAL UTILITY. RI CHICO, CA 95973 Y ' r "I CSLB: 853351,C-10, C-46 BUILDING JURISDICTION:- ' f COVERING THE ARRAY WITH AN OPAQUE COVERING. I ._ 24. A PV SYSTEM WITH MULTIPLE INVERTERS, WHERE INVERTERS ARE REMOTELY -�' ! .SCOPE.. �° I� £ 7. £ PHOTOVOLTAIC SYSTEM SHALL BACKFEED THE DISTRIBUTION SYSTEM ON SITE PER LOCATED FROM EACH OTHER, WILL HAVE A DIRECTORY CREATED FOR EACH ! BUTTE COUNTY + THE REQUIREMENTS OF NEC ART.690.64(B). ALL BACKFEED BREAKERS SHALL BE LOCATION. AS PER 2011 NEC 690.5(H) AND IN ACCORDANCE WITH 2011 NEC 705.10. I w `m tA IDENTIFIED AS SUCH AND SHALL BE SECURED IN PLACE BY ADDITIONAL FASTENER t 4Y1.`. INSTALL GROUND, MOUNTED DEPT. OF DEVELOPMENT SERVICES PER THE REQUIREMENTS OF NEC 408.16(F) (408.36 IN 2011 NEC. i;La PHOTOVOLTAIC SOLAR SYSTEM AND n* 1 11 8. FALL•ARREST PROTECTION PER OSHA REQUIREMENTS SHALL BE PROVIDED FOR ALL r ' �•. "(r UPDATE ELECTRICAL EQUIPMENT AS 7 COUNTY CENTER DRIVE . ', ; ROOF. WORK. r _ '. I NEEDED IN ACCORDANCE WITH ALL OROVILLE, CA 95965 - I APPLICABLE BUILDING CODES OFFICE#: (530) 538-7601 a 9., ALL CONDUCTORS ^AND TERMINATIONS SHALL BE RATED FOR 75° C MINIMUM. FAX#: (530) 538-2140 ' . ' • • a • = I - SPECIFICALLY REFERNCING THE 2013 - s 10. NEC ART. 690.14. -SEE SHEET RE-4.3 FOR LABEL DIAGRAM +. + 1 , w Y ! i-. ,I MON-FRI 8AM 3PM ; CALIFORNIA ELECTRICAL CODE/ 2011 11. NEC ART. 690.53. -SEE SHEET RE-4.3 FOR LABEL DIAGRAM ryyr�� '�-.1 NEC USING-THE FOLLOWING SPECIFIC INSPECTION LINE: (530) 538-4365 •� � � � PERMIT# I EQUIPMENT:' REQUESTS PHONED IN BY 2PM WILL BE • BUTTE COUNTY_DEVELOPMENT SERVICES ~ M I , 12. NEC ART. 690.17. EACH AC DISCONNECT SHALL ALSO BE LABELED WITH: "WARNING! INSPECTED THE NEXT BUSINESS DAY -ELECTRICAL SHOCK HAZARD- DO NOT TOUCH TERMINALS. TERMINALS ON BOTH REVIEWED FOR MODULES:SUNPOWER (31s_ALA LINE AND LOAD SIZE MAY BE ENERGIZED IN THE OPEN POSITION". Ol�i'LIANCE c .I, /' (15) SPR-327NE-WHT-D +. BUTTE � CODE 'Y11 m . 13.. DC DISCONNECT AT THE INVERTER WILL BE READILY ACCESSIBLE AFTER THE �/ �9 J�y BY � I 4.91kW SYSTEM COUNTI'00 Lq INSTALLATION IS COMPLETE PER 2011 NEC ART. 690.17 WHERE TERMINALS OF THE , , wSrn jhL%L' >'�" , 274 SQFT COVERED' DEC 2 $ 2015 0 DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION. PROVIDE ALn WARNING SIGN OF THE HAZARDS PER 2011 NEC ART.690.17 I INVERTER(S): SMA , (1) SB5000TL-US-22 DEVELOPMENT a • 14. CONTRACTOR TO PROVIDE GROUND FAULT PROTECTION FOR ROOF MOUNTED •s I SERVICES O a rn PHOTOVOLTAIC ARRAYS LOCATED ON DWELLINGS PER 2011 NEC ART.690.17. a y f�. t I Ln r I rn 15.' WHERE MORE THAN ONE NOMINAL VOLTAGE SYSTEM EXIST, THE DIFFERENT + , _y'4 !` y .. .�r� s� ti ' f ti Z ">>' U 0 ui SYSTEMS SHALL BE IDENTIFIED BY PHASE AND SYSTEM PER 2011 NEC ART.210AD + r - �' `; _ `+_ �', n O'n v1 LLJn 16. PROVIDE AN ACCESSIBLE DISCONNECT DEVICE THAT 15 LOCKABLE IN OPEN POSITION y� t _ 46 ��, 27:%h !~ , -+ : w+r. r z 0 a AND IS LOCATED WITHIN 10'-0" OF THE METER PER LOCAL ELECTRICAL UTILITY y } �. •Off, t 6.2�� 4g 91" �'t= ^�;i `_ • � �ry.f Q O a REGULATIONS.. w $(O `a SCALE + r ' J1. >t/ II__ •J r + r .NTS r < V� - 't • ♦` b C v �' ' DATE MODIFIED } �r 17. PHOTOVOLTAIC SOURCE CURRENTS MUST BERATED AT BOTH 125% OF THE ti4 y - �,J- Og �ti> 12/23/2015 PARALLEL MODULE AND AT A CONTINUOUS LOAD OF ANOTHER 125`% FOR A TOTAL . a J " '1^- DATE CREATED OF 156% OF THE LOAD. `7� ` *' 10/09/2014 DESIGNER: 1. SHANER - - • •• _ , 18. PROVIDE PERMANENT PLAQUE OR DIRECTORY PROVIDING THE LOCATION OF THE- , CONSULTANT: SERVICE DISCONNECTING MEANS AND THE PHOTOVOLTAIC SYSTEM DISCONNECT �� p S. HUGER MEANS IF THEY ARE NOT IN THE SAME LOCATION PER 2011 NEC ART.690.56.J , { - �� SHEET PV-1.0 GENERAL NOTES 3 ,.. rr 1p 1 SCOPE ej i T - - REVISION _ , .. • _ } � 4.. ...�• .. • ,. - .. � - ., �. , rf •� I •ate'-. .� yam- _A0,4 Vv ! VICES RMIT # U PE BSECp N.OPMENT Ef O C -WE C �B Y a DATEL6 rn-zt W Vit . ^ ( 4 r m F o, LU Ln e _r 41 1 229". �— --"--""--""--""-- / - � ',, ;`\ Y - T1s •c ,a r UJI > " ItNVERTER4 LOCATI"ONS L . w c / X� _ (E)„ D:RI3VE,M ;Y° / a TRENCH, � * � % F -:N �' � \ \ (TO? ROAD) \ o_- y �; / r- r - '• - / . / 0000.'_-'� )i.RESIDENCLq 00 `. CD Lnn i a » g) cn E PGE M'ETER•,&+ / 3. (E) MAINASERVICE PAMELA a o0 U ' z w o \ p Lu T \ - uj _ 1� • /' 4 W lJJ i 0 - \ 0 0 Z Z ^ a \ u _ SCALE NTS • , s DATE MODIFIED _ 12/23/2015 DATE CREATED • • \ - / 1 e c_ 10/09/2014 •_ 9 \ / i '] DESIGNER: -- _ 1. SHANER CONSULTANT: \ EW • ; - - , - _. - - - 1• ' S. HUBER SHEET Y -3 1 . . • ' e. tib• - •� SITE PLAN • 1"� � � x - i ., v, i" r r s S:.',� ,�„ ! � �'�' _ t � �.'�3i ., ... � •�� *k ��- �tiia4•`e_ "t'~. r 4 - � i �•� - � _. __ _. tL•�+; '- � u r�r, � n 't. � � _ � � .REVISION - .. r y 0 00 ,w °L , m o .. V N T 01�Om1-`�Ol 01:. Ln :rn c0 C - _vuj, o= z rn = m Q c e•1 U 0:. LL lu � N •u°O �a W N d LU t Q L a Ln 00 00 7 Ln rn J Y tD o.Q 01.^ Ln z 3 v a o J W p o`3oz Z ,. W a Q v O Q SCALE - NTS DATE MODIFIED 12/23/2015 'y DATE CREATED 10/09/2014 DESIGNER: L SHANER CONSULTANT: S. HUBER SHEET ' PV -2.1` x r N' UNDERGROUND SITE PLAN r � i �•� - � _. __ _. tL•�+; '- � u r�r, � n 't. � � _ � � .REVISION - .. r y 0 00 ,w °L , m o .. V N T 01�Om1-`�Ol 01:. Ln :rn c0 C - _vuj, o= z rn = m Q c e•1 U 0:. LL lu � N •u°O �a W N d LU t Q L a Ln 00 00 7 Ln rn J Y tD o.Q 01.^ Ln z 3 v a o J W p o`3oz Z ,. W a Q v O Q SCALE - NTS DATE MODIFIED 12/23/2015 'y DATE CREATED 10/09/2014 DESIGNER: L SHANER CONSULTANT: S. HUBER SHEET ' PV -2.1` UNDERGROUND SITE PLAN r .rte lf•+-, r ,, t ';+ ` . j F - r- ' U•y �' . �i .,� - Y µf - .. �. ,.rpt 4�, ti .y� ,: ;r a-'r�nJ' :.. -, - p,* -• - �' • i. w. - t . a .� � r i:y. x v •w • - - _ , - ' i 1 , . 'n •; x ,ate f r' ` i i x ti +. .. y �: � 3 ', •� , t •f }. + � : �t .., _i � y b -S'4i :.. ,. _ c -. "3 �, i.h �„ �,• -;.. �� C � d K�t..4. ',\�i +'}}•' j 'SX�S- �,_ �t9'u.r ti y4.y � � � � (�:. .. r i .. - . � r :•� . -4� � - _ i'{ - _ _ - "' .:1 � - .. • �`+t` J. ��;i = " 4L.� ,+s � r. /a "•,:i [ i £ :� � �v, -.'•I_ -'•I � - r .?'.: .. r sj. y. �„'i'!y i4 ,�' • • a. a 0: S 11 ,Z #�I�''TE.(�( li�i-v ^r'11F1 ()HhAE IT 7EFi111� i,.E 12 31Id 117 �j r �.. V)F u 1 a eyf Ll _ 3 •�K• •,..-a4. _.. - 1 Mir _ , "a l0 � .. Ln 00 12/1 /15 " m N O� i .. 1 I *r .;rn vO1i m o0D c fs, . STRUCTURAL ..,' .. STRU TU L ONLY-. , . f ' _ W M o r DESIGNER: - ..1:SHANER CONSULTANT: _ S. HUBER SHEET PV -3.0 ARRAY LAYOUT ... ♦ ire.:. .. •� n +. t _ .. ... .... a '. - 4 r '.',..d1ilC1 A ... I ,: SOC;TATE tM=oxo :. N � Z YL @/ ,S - ri Ud LL'C ` ' f I. csfruciu �n ineers 9 '• • _ }_ " ;,. STRINGING LAYOUT 3175.E. THP S' OAKS, CA 91360 WILBURROD UITE103-TH , x Af-S ® a E ♦'' e. -. ' +: C .- . P- 805.496.2100 805.496.2442 e- Vinci@VinciSE.com E 4• r r f�. SEE.ALT. FOOTING DETAIL 7 ' 4ro ♦ ON PV=5.0 SECTIONS 5 & 6 W b in 41 X. 6. g Ln 00 000 ol ' .•iti O c) r, _ U 6 U r zLLJ �Lm c r 2 OFF.CENTER ^, O` a W 1OF POST, TYP. U.N.O. .. s 0 O Z FOOTING LAYOUT DETAIL 1 .3~ `. ti ' `- ALTERNATE, -LAYOUT Z Z a Q Q SCALE ... ... •u" t . .. .. ... ... NTS - .. _- • - i• a - .. DATE MODIFIED. _ . , • ` rt _ 12/04/2015 • .. '. - .. -: DATE CREATED - 10/09/2014 .. DESIGNER: - ..1:SHANER CONSULTANT: _ S. HUBER SHEET PV -3.0 ARRAY LAYOUT ... ♦ ire.:. .. •� n +. t _ .. ... .... a '. - OPTIONAL 12"x12"x6" COLUMN PER SECTION COLUMN PER SECTION REVISION.: PEDESTAL AT COLUMN r,1 #5 CONT 6 3/8" DIA M.B. THRU POST #3 TIE AT PEDESTAL:.:: - (2) - AT BOTTOM OF.FOOTING TOP & BOT :(FOUR TOTAL) : o a • a 3/8 DIA M. B. THRU POST. o i x . (2) - #5 CONT :: o o _ Via. AT BOTTOM OF FOOTING BEDROCK 2: TOR & BOT.:... 77i, a (FOUR:TOTAL) E PV RACKS & ESP 18 LO .00 . ' M F -MODULES PER LAN 1 1/2" DIA: SCHED. 40 _. � o m EMBE BEDROCK A w � g TWO #5 x NG REBAR ' D 6" INTO T 32':.O O.C.C. . 1L -91L GALV. PIPE TYP. U.O;N: m m ^' m x 10'-3" LONG (ASSUMING 6.3 � o N 1'-9" . 10' 3" LO G 6`. 31I rn °' c COLUMN SPACING) (FOOTING EXTENDS .: 1" METALLIC FLEX > �.mn .-- a, x NA (ASSUMING 24" BEYOND COLUMN AT EACH END) = < � o L YON AT EACH Ln COLUMN SPACING) FOOTING EXTENDS 8"x8"x6" NEMA 3 24" BE D COLUMN END) o p Z ^ ALTERNATE SEMI -CONTINUOUS FOOTING DETAILS NCLosuRE " x . E ALTERNATE SEMI=CONTINUOUS FOOTING AT BEDROCK DETAIL G uQ [3) 8 -16x1 STAINLESS '11/2" DIA. SCHED: 40 EX WASHER HD TYPE F �( o c SOLAR MODULE ELF TAPPING PRE DRILL GALV. PIPE, TYP. U.O.N. PERMIT # `� E �1 �� 24 MIN. BUTTE COUNTY DEVELOPMENT SERVICES �+ / 5/16 DIA. TYP. W a STRUT PER PLAN GEC, PER NOTE REVIEWED FORILI °1 ALL WIRES TO BE RUN INSIDE PV -4.0" Lul .: RACK AND CABLE TRAY TO AVOID " CO E COMPLIARI EASY ACCESS POST CONSTRUCTION DATE 5 BY TYPICAL HORIZONTAL MEMBER 28" i M CONCRETE FOOTING' - 1 1/2" HOLLAENDER "T', TYP. (f'c=2000P51) a ` - SEE SECTION 3 FOR SOLAR MODULE 16" DIA. PIER 16" DIA. PIER ADDITIONAL INF CABLE TRAY FOOTINGS FOOTINGS STRUT PER PLAN TYPICAL J=BOX AT'BACK.OF ARRAY 2 CABLE TRAY DETAIL �} 128 a5 TYPICAL POSTS:In 1 1/2" DIA SCHED. 40 00 m END CAP GALV. PIPE; TYP. U.N.O. 00 Lq 1 HOLLAENDER LAENDER "T", TYP cn o . 1 1/2"DIA. SCHED..40 TYP. PIPE :. GALV. PIPE _ CABLE TRAY .. a 0 � U Q O 4'-6" 20. TYPICAL POSTS: z �_ u o Q�. R1C .'o ' 11/2" DIA SCHED. 40 0. u 2'-2" GALV. PIPE, TYP. U.N.O. w w .� o STRUT PER PLAN I O 2' D„ z 3 o o. O No.S44� z ac0a 1 1/2" DIA. SCHED. 40 �' GALV. PIPE Exp. 11 /311/17 .. .� .: .. SCALE .NTS � . o DATE MODIFIED 30" INBED MIN, TYP. U.N.O. *�gIsTRUCT�RP� * 12/04/2015 TFI0F-\C' EOE Q ° . DATE CREATED0/0/2014 1 1/2" HOLLAENDER T 1 I 0 16" DIA 8 ***ALT 24" DIA DESIGNER: 12/17/15 PIER FOOTING FOOTING DEEP coNsuL ERNATE; CONSULTANT: TYPICAL U -BOLT ASSEMBLY G z1 TY SHEET PIER OO S. HUGER - - S'tUCTU L ONLY TYPICAL PROSOLAR GROUND MOUNT RAIL TO PIPE DETAIL ONLY PV -5.0 -& ASSOCIATES 67 SECTION 1 . ... .. .. .. MCII DETAIL C51ru cluraMn yin eers a. 175E. WILBUR ROAD, SUITE 103- THOUSAND OAKS, cA 91360 / -- — — — — — — — — — — — — — -- I 1 I I I I 1 I 7 I I 8 I I I .I I (15) PV MODULES SUNPOWER: SPR-327NE-WHT-D (1)STRING OF (8) &(1) OF (7) 600V --------------- n DC-1 IN CABLE TRAY w/ (4) #10 PV WIRE CU. & (1) #10 BARE CU. GRD. WIRE RUN: 20' IMP: 17A I _ � I INVERTER"A" 5.28KW GRID TIED INVERTER 22A/ 1P/ 240V SMA: SB5000TL-US-22 I W/INTEGRATED DC DISC. SERIAL #: I I I COMPLY wrrH 2013 CAL0=0RNL4 ' I CAT 5 WIRE RUN: 110' ELECTRICAL CODr—ARTICLE 705: REOUDIEMENTS FOR:Interconnected E/ectric.Power.Production Systems.. I I AC -MONITORING (1) 1/2" EMT w/ I (2)#12 THWN-2 CU.& I (1)#12 THWN-2 CU. GRD. WIRE RUN: 10' I I I SMS 2.1.A4 KIT AC -1 i (1) 11/4" PVC w/ (3) #3 THWN-2 AL. & (1) #6 THWN-2 AL. GRD. - WIRE RUN: 110' IMAX: 28A — —I COMPLY.WITH CAL IFORN/A ELECTRICAL.CODE- ARTICLE 690 REQUIREMENTS FOR SOLAR PHOTOVOLTAIC SYSTEMS Provide readily accessible capability to circuit breaker(s), disconnect(s), fuse(s);switch(es) and their accessories as required and defined in Califomia Electrical Code COMPLY WITH CALIFOAWA aECTRICAL CODE -for wiring methods- secure conductors and conduit per all applicable requirements as required by the 2013 CEC for the specific method of wiring SERVICE VOLTAGE 120V=N-Ll-L2=240V .120V=N-L2-L3=NAV NAV=N-L3-Ll=NAV METER 200A 1P 240V 30 1 240 15 1 120 (E) AC SERVICE PANEL 200A/ 1P/ 240V SCIR: ###### METER#:5000069853 PERMIT # 6/ BUTTE COUNTY DEVELOPMENT SERVICES -REVIEWED FOR CODE CO PLLIAIVE COMPLY wrw2O13 CALIFORNIA ELECTRICAL CODE ARTICLE 890.10(E), 40836iD7and,7a372(DX6)-REWH EMENTS- FOR tNlity`GiterconnectedE/ecbc`Power`- Producbon Systems _J REVISION 0 w T o = n M N oi0 m Lr)M 00 c Ln o p ILL Z ko V O X O M = = Q C I� V =� r 0 N w to C>1 a C W d a rn Ln 00 m M 00 Ln 0 m x tD a J Y ko O Q rn r. OC Ln 0, ZWUo O Lu m LnJ a'LLI V, J o O z Z ,. Dc a. Q v O Q SCALE NTS DATE MODIFIED 12/23/2015 DATE CREATED 10/09/2014 SHEET PV -4.0 ELECTRICAL DIAGRAM [Ctr .._....................... (E) ROUTER CAT -5 SERVICE VOLTAGE 120V=N-Ll-L2=240V .120V=N-L2-L3=NAV NAV=N-L3-Ll=NAV METER 200A 1P 240V 30 1 240 15 1 120 (E) AC SERVICE PANEL 200A/ 1P/ 240V SCIR: ###### METER#:5000069853 PERMIT # 6/ BUTTE COUNTY DEVELOPMENT SERVICES -REVIEWED FOR CODE CO PLLIAIVE COMPLY wrw2O13 CALIFORNIA ELECTRICAL CODE ARTICLE 890.10(E), 40836iD7and,7a372(DX6)-REWH EMENTS- FOR tNlity`GiterconnectedE/ecbc`Power`- Producbon Systems _J REVISION 0 w T o = n M N oi0 m Lr)M 00 c Ln o p ILL Z ko V O X O M = = Q C I� V =� r 0 N w to C>1 a C W d a rn Ln 00 m M 00 Ln 0 m x tD a J Y ko O Q rn r. OC Ln 0, ZWUo O Lu m LnJ a'LLI V, J o O z Z ,. Dc a. Q v O Q SCALE NTS DATE MODIFIED 12/23/2015 DATE CREATED 10/09/2014 SHEET PV -4.0 ELECTRICAL DIAGRAM A , • Y PV ARRAY COMBINER INVERTER SUB PANEL' X ,� �r~' •`fit -' - '1 •t , METER T E • i, 00 b . ' p .T r . a + + + + _ _ 'ar. 1 t 1 ` t• _c- - Y . c S - ` _ ,. 01 O"1 ON1 N _+ ,.. . a }• far ; '�., 9 yi�•a ^ .. Y _ In V W AMPS •� U �, m., `� .•- -.r • PHASE • = w 0 y.r - ..• a K 4 a `C# f' - VOLTS - ON Z 3F Q to 0 X o. 40 yti' 't r f• 3 x . • + - 01 N ' . installed on allDC conduit every 10' and W r on both sides of anypenetration. ' ry Installed on all DC Junction boxes. 7 • i LU f Ak Per NEC 690.54, Interactive Point of Per NEC 705.10; Point of Connection, Located n InterconnectionAnstalled at all Electrical ; , r 00 Distribution Panel covers that provide a path y� On Main"�Service u��l. 0 from PV to Utility. o _ Ln } 0Q-01 ,. X Ln - Q 01.0_ Z v O L M ,,, J cc Lu J W lJ l > (] ' Per NEC 690.14, Disconnection means at the Z r, = a . Q v 0 a .�• : '.* single AC Disconnect or Main Breaker. SCALE NTS + r 0 • • 1 DATE MODIFIED >f • 12/23/2015 • Per NEC 690. 14, Solar Disconnect on the : y ` 1§10)10181 o DATE CR0/09/2014 Per NEC 690.35(F), Warning shock hazard, at - . DESIGNER: • front of all PV DC Disconnects. Filled out in Solar breaker label @ any,breaker passing LSHANER each junction box, -combiner box or other device I CONSULTANT: accordance with NEC 690.55 i' rpt , , Bi -Directional Power, �.' S. HUBER opened during service. PERMIT # SHEET BUTTE COUNTY ES DEVELOPMENT ERVIC REVIEWED FOR PV -4.1 i F Y'� `. �� j1 ` • CODE 1APLIANCE r r DA �,. a • -... -��.r � 1 Mme. ; �' F +;.. . yn •' y. -, . -. • , r • 'r .{': • � . � ,l..t �: Lir , - , • ..i - • : LU f Ak Per NEC 690.54, Interactive Point of Per NEC 705.10; Point of Connection, Located n InterconnectionAnstalled at all Electrical ; , r 00 Distribution Panel covers that provide a path y� On Main"�Service u��l. 0 from PV to Utility. o _ Ln } 0Q-01 ,. X Ln - Q 01.0_ Z v O L M ,,, J cc Lu J W lJ l > (] ' Per NEC 690.14, Disconnection means at the Z r, = a . Q v 0 a .�• : '.* single AC Disconnect or Main Breaker. SCALE NTS + r 0 • • 1 DATE MODIFIED >f • 12/23/2015 • Per NEC 690. 14, Solar Disconnect on the : y ` 1§10)10181 o DATE CR0/09/2014 Per NEC 690.35(F), Warning shock hazard, at - . DESIGNER: • front of all PV DC Disconnects. Filled out in Solar breaker label @ any,breaker passing LSHANER each junction box, -combiner box or other device I CONSULTANT: accordance with NEC 690.55 i' rpt , , Bi -Directional Power, �.' S. HUBER opened during service. PERMIT # SHEET BUTTE COUNTY ES DEVELOPMENT ERVIC REVIEWED FOR PV -4.1 i F Y'� `. �� j1 ` • CODE 1APLIANCE r r DA �,. a • -... -��.r � 1 Mme. ; �' F +;.. . yn •' y. -, . -. • , r • 'r .{': • � . � ,l..t �: Lir , - , • ..i - • :