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9/23/2014-. Jl3-9592148_Crabtree.xlsx - :o. _ ,x ,BUTTE.. r , . OCT 2 . . • ®2014 * 35Clearriewway .. •DEVELOP• jFN . San Allateo,:CA. 94 02 SERv�( �S �-. �. r. (888) -50L -CITY (765-2489) I www.solarcitycorim f ' Crabtree Residence= Project.# 9592148 - •� • ' .8.415 kW+ -Ground -Mounted Solar PV System 10 Butte Vista Rd :. Oroville, CA. 95966 REPORT PREPARED FOR: si SolarCity, Inc. f - - 3055,.Clearview Way • - San Mateo, CA. 94402 ,. Flo_ 72a ' .M - .888-765-2489.xpiresce o ib .� CIVIL 7I :,- � • • ��' ' ,. � ` . -OWNER:.` ` � ; • Crabtree, Randy Lee .'Digitally signed by John i -; ` . { - 10 Butte Vista Rd , Calvert j Date: 2014.09.23 10:12:23 ' Oroville, CA. 95966 T 1 My 0600': ;• 530-534-0428 • .. PROJECT DESIGNED BY: ' �rMIT EU coUlvrYDEVE%.oF'fAENTBERVICES ' ,. .. .. SolarCity,- Inc. W FOR '^ 3055 Clearview Way 'San . ;.. ODE COMPLIANCE Mateo, CA: 94402 DATE ��7-L o ``Ciy C� r 888-765-2489 •, , - o'er ��`}�Jf , -n ... h, - , i ♦ ` � _ y . • i 5I � ` � 9/23/2014 JB-9592148—Crabtree. xlsx MWFRS-10 3 WIND DESIGN CALCULATIONS, MAIN WIND FORCE RESISTING SYSTEM FOR OPEN BUILDINGS, per ASCE 7-10 Section 27.4.3 Net Design Wind Pressure for MWFRS for.Monoslope "Roof' PV Panel System, Section 27.4.3 . Panel System Geometry 0= 10 deg Tilt of panel system from horizontal hm;n.= 1.00 ft Least panel height above roof surface (vertical dimension) hmax = 3.00 ft Greatest panel height above roof surface (vertical dimension) h9round = 0.00 ft. Mean roof height above ground surface h= 2.00 ft Mean panel system height above ground surface (vertical dimension) General Approach for the Design of Open Structures per ASCE 7-10 Section 27.4.3: The net design pressure for MWFRSs of monoslope roofs (panel, systems): p = ghGCN (Equation 27.4-3) where: qn = velocity pressure evaluated at mean panel system. height, h, per Sec: -27.3;2 G = gust. effect factor from Section 26.9 CN net pressure coefficient from Fig. 27.44 Velocity Pressure at Mean Panel System Height, %, per Section 27.3.2 qh 0.00256KZKZtKdV2. (Equation 27.371) where: KZ = velocity pressure coefficient; per Section 27.3.1' . KZ, _ topographic factor per Section 26.8.2 Kd wind directionality factor per Section 26.6 . V = basic wind speed per Section 26.5 9/23/2014 JB -9592148 Crabtree.xlsx MWFRS-10 4 WIND DESIGN CALCULATIONS FOR THE FACE EXPOSURE (DOWNWARD PRESSURE;' Following the Design Procedure outlined in ASCE 7-10 Table 27.2-1, for the Face Exposure: 1a. Risk.Category = II 2a. V = 110 mph Basic Wind Speed, Figure 26.5-1A 2b. ' Kd = 0.85 Wind Dire.ctionality Factor for MWFRS, Table 26.6-1 4a. Exposure C . Exposure Category for Face Exposure, y = 1800, Section 26.7 4b: h = 2.001 Mean panel system height above ground surface, 6.02 a = 9.5 Terrain Exposure Constant, Table 26.9-1 p= zg = .900 ft Terrain Exposure Constant, Table 26.9-1 components of Wind Pressure for Panel System Tilt =" 10.0 deg KZ'= 2.01(15/z9)z'« For h <'l 5 ft (Table 27.3-1, Note 1) 5.92 psf KZ = 2:01(h/zg)21" For 1.5 ft < h <_ zg (Table 27.3-1; Note 1) . 1.04 psf Kh = 0.85'- Velocity Pressure Exposure Coefficient at height h, Table,27.3-1 5. Not applicable , Wind Speed -Up over Hills, Ridges, and Escarpments KZt = 1.0 Topographic Factor 6. G = 0.85 Gust Effect Factor 7. Open Building Enclosure Classification, per Section 26:2 ' GCP; _ 0.00 Internal Pressure Coefficient 9. CP, GCpf, Cf not applicable for Open Buildings CNW, CNS . applicable to Open -Buildings, Figure 27.4-4 for Monoslope Roofs 10. qn.= 0.00256KZKZtKdV2 (Equation 27.371) (KZ = Kr;) qh = 22.35 11. p = ghGCN ' (Equation 27.4-3) p = -11.08 Downward, Load Case A p = 6.02 Downward, Load Case B Governs USE: p= 6.02 psf Downard pressure, normal to panel system Vertical & Horizontal components of Wind Pressure for Panel System Tilt =" 10.0 deg USE:. Pd.n = 5.92 psf USE: Phonz 1.04 psf 9/23/2014 Load JB -9592148 Crabtree.xlsx MWFRS-10 5 WIND DESIGN CALCULATIONS FOR THE REAR EXPOSURE (UPLIFT PRESSURE) Following the Design Procedure outlined in ASCE 7-10 Table 27.2-1, for the Rear Exposure (Uplift Pressure): 1 a.. " Risk Category = II 1a. V=1 110 mph Basic Wind Speed, Figure 26.5-1A ." 1 b. Kd = 0.85" Wind Directionality Factor for MWFRS, Table 26.6-1 3a. Exposure C Exposure Category for Face Exposure, y = 180°, Section.26.7 3b.' K =" 2.00 ft Mean panel system height above ground surface -24.01 psf Governs a = . 9:5 Terrain Exposure Constant, Table 26.9-1 4.23 psf Governs z9 = 900 ft " Terrain Exposure Constant, Table 26.9-1 KZ = 2.01(15/zg)va For h < 15 ft (Table 27.3-1, Note 1) KZ --.2: 01 (h/zg)21CL For 15 ft s h < z9 " (Table 27.3-1, Note 1) Kh = 0:85 Velocity. Pressure Exposure. Coefficient at height h, Table 27.3-1 4. Not applicable Wind Speed -Up over Hills, Ridges, and Escarpments KZc =" 1.0 Topographic Factor, 5. G = 0.85 Gust Effect Factor 6. Open Building Enclosure Classification, per Section 26.2 7. GC Pi = 0.00 Internal Pressure Coefficient 8. CP, GCPf, Cf not applicable for Open Buildings CNW', CNL applicable to Open Buildings, Figure 27.4-4 for Monoslope Roofs Obstructed Objects below panel system inhibiting wind flow (> 50% blockage Roof Load Wind Direction, y = 00 Angle Case Obstructed Wind Flow 0. (Equation 27.4-3) CNW CNL 10.0 deg A . -1.03 -1.50 10.0'deg B -1.83 70.73 9:. qh = 0.00256KZKZ,KdV2' (Equation 27.3-1) (KZ - Kh) qh =' 22.35 10. p = ghGCN (Equation 27.4-3) p= -24.06 Uplift, Load Case A p'= -24.38 Uplift, Load Case B" " Governs USE: p. _ -24.38 psf Uplift pressure, normal to panel system Vertical & Horizontal components of Wind Pressure for Panel System Tilt,=' " -. 10.0 deg USE: p.prifc = -24.01 psf Governs 'USE: PnbO7 = 4.23 psf Governs CALCULATION OF COMPONENT AND SYSTEM DEAD LOAD MODULE AND PIPE'CHARACTERISTICS Module. Make & Model Trina 255 Panel Configuration: Rows in Landscape Nmod = 33 Quantity of Trina 255 modules Lmod = 5.42 ft Length of one Trina 255 module Wmod = 3.25 ft Width of one Trina 255 module Amod = 17.62 sf Area of one Trina 255 module Wtmod = 43.70 lb. Weight of one Trina 255 module DLmod = 2.48 psf Unit dead load of Trina 255 modules Wtra;, _ 0.68 plf Weight of aluminum solar rail, plf Wtfittiny = 0.50 Ib Unit weight per pipe fitting. Pipe Spec: 1-1/2" Std. Pipe 1-1/2 Std. (Sch. 40) Wtp;p, _ 2.72 plf Pipe weight, plf . Direction = X-X Pipe rails running in X-X direction . PANEL AND RACK SYSTEM GEOMETRY 0= 10 deg Tilt of panel system from horizontal eground = .0 deg Slope of ground surface hmin, = 1.00 ft Least panel height above ground surface (vertical dimension) hmax = 3.00 ft Greatest panel height above,ground, surface (vertical dimension) h = 2.00 ft Mean panel system height above ground surface (vertical dimension)' Lx_x = 59.62 ft Array length in X-X Direction Sx-x = 6.00 ft Pier spacing in X-X Direction Np-x_x _ 10 Number of piers X-X Direction Nb,X-X = 0, Number of braces in X-X Direction (for, DL assumption "only): Ly_y = 9.75 ft Array length in Y-Y Direction (actual dimension at panel tilt 0) Lh,y_y = 9.60 ft Horizontal projection of array length in Y-Y Direction Sy_y = 6.00 ft Pier spacing in Y-Y Direction NP;y_y = 2 Number of piers Y-Y Direction Nb,y_y = 0 Number of braces in Y-Y Direction (for DL assumption only) RACK BRACE GEOMETRY hod,,back = 2.68 ft Height of tallest pipe column Lb,back = 6.23 ft Length of back X-X diagonal brace (assuming 6" Vertical offset at top and bottom) hoo,,aext = 1.62 ft Height of second-tallest-pipe column (considering ground slope) Lb,y_y = 6.23 ft Length of longest Y-Y diagonal brace (considering ground slope) DETERMINATION OF SEISMIC DEAD LOAD COMPONENT AREAS, LENGTHS, AND QUANTITIES Apanel = 581 sf Total area of solar modules Nra;, = 22 Number of solar mounting rails Lrail _' 215 ft Approximate total length of solar mounting rail Lp,top = 119 ft Approximate total. length of top horizontal pipes in X -X direction Nf = 60 Approximate number of pipe fittings at top of rack N6,,, _ 0 Number of X -X diagonal bracing pipes (Worst -case -for DL assumption only) Lb,X_X = 0 ft Approximate total length of X -X diagonal bracing pipes (for DL only) Nb,y_y = 0 Number of Y -Y diagonal bracing pipes (worst-case for DL assumption. only) Lb,y_y = 0 ft Approximate total_ length of Y -Y diagonal bracing pipes (for DL only) DEAD :LOAD CALCULATION . Length or . Unit Component Component Quantity Weight Weight, Ib Solar Modules - 33 x, 43.7,0 Ib . _ 1442 Solar Rails 215 ft x 0.68 plf _ 146 Pipe Top Rails 119 ft x 2.72 plf _ 324 Pipe Fittings 60 x 0.50 Ib = . 30 Pipe Diagonal Braces 0 ft x 2.72 plf _ 0 Subtotal for Hardware= 500 Ib Total DL = 1942 Ib Weight of Hardware. per Solar Module=. 15.16 Ib Weight of Hardware per square foot of PV System = 0.86 psf Total System Weight per square foot = 3.34 psf SEISMIC DESIGN CALCULATIONS FOR SOLAR PV GROUND MOUNT* SYSTEM per 2012 IBC/IRC Section 1613 and ASCE 7-10 Chapter 13 SEISMIC DEAD LOAD Wp = 1942 Ib See Dead Load Worksheet PROJECT SITE DATA . Street Address: 10 Butte Vista Rd Oroville CA 95966 - Latitude and Longitude from Google Earth Latitude: 39.43 deg . :. Longitude: -121.48 ,deg Soil'Site Class `' D Default assumption per IBC 1613.5.2 SEISMIC GROUND MOTION VALUES . USGS Earthquake Ground. Motion Parameter Calculator . http:%/earthquake.usgs.gov/hazards/designmaps/ Fa = 1.391 site .coefficient from USES. web site F„ = 1.987 site coefficient from USGS web site Ss = 0.453 * g• Spectral response acceleration at short periods from USGS-web site S, = 0.209 * g Spectral response acceleration at periods of 1 second, USGS web site. Snns = Fa * SS (I BC 16-37, _ASCE 11.4-1) Sens = ' 0:630 * g SM, = Fv ` S, (IBC 16-38, ASCE 11.4-2)) . SM, _ . 0-.600,* g SDs = (2/3) * SMs (IBC 16-39, ASCE 1.1.4-3) SDs = 0:420 * g SD, = (2/3)'' S m :: IBC 16-40,.ASCE 11.4-4) SD, = 0:400.* g COMPONENT FACTORS'FOR ASCE 7-10 ap = 1.0 component amplification factor, ASCE Table 13:6-1 RP = 1:5 component response modification factor, ASCE Table 13:6-1 Ip =. 1.0 component importance factor, ASCE Section 13.1.3 l DESIGN OF DRILLED PIERS FOR GROUND -MOUNT SOLAR PV SYSTEM Soil Report: None Foundation design per 2012 IBC/IRC Section 1806 and Table 1806.2. Soil Bearing? 1500 psf Allowable Foundation Pressure from 2012 IBC/IRC Table 1806.2.. Skin Friction? 250 psf Equal to 1/6 of Soil Bearing, per 2012 IBC/IRC 1810.3.3.1.4 Lateral Brg.? . 200 psf Basic soil Lateral Bearing Strength from 2012 IBC/IRC Table 1806.2 Negl.Depth? 0.66 ft . Neglected depth for disturbed near -surface soil RACK GEOMETRY AND. SPACING Panel Tilt— 10 degrees Ground Slope = 0 degrees Array length in X -X Direction = 59.62 ft Array length in Y -Y Direction = 9.75 ft Pier spacing in X -X Direction = 6:00 ft.. Pier spacing in Y -Y Direction = 6.00 ft ' Number of piers X -X. Direction =, 6 Number of piers Y -Y Direction = 2.' Number of braces in Y -Y Direction = 0 SUMMARY OF DEAD- LOAD AND WIND. LOAD Panel & Rack Dead Load = ;3.34 psf Panel & Rack Dead Load per Pier =. 9816. .Wind Downward Pressure = 5.92 psf. Wind Uplift Design Pressure = -24.01 psf ADJUSTED FOR PANEL TILT= 10 degrees Tributary Area per Pier = 29.25 sf Wind Downward Pressure = 5.83 psf Wind Down Force per Pier = 171 Ib Wind Uplift Design Pressure = -23:65 psf Wind Uplift Force per Pier = ; 692 Ib Wind Lateral. Pressure =, 4.17 psf Tributary Area per Row of Piers = 58.50 sf Wind Lateral Force per Row of Piers = 244.Ib Wind Lateral Force per Pier = . 122 Ib . PIER DESIGN BASED ON LATERAL LOAD Pier Depth to resist lateral loads (horizontal forces) per 2012 IBC/IRC 1807.3.2.1, Nonconstrained: dh = 0.5 A {1 + [ 1'+ (4.36h / A )lU2} (Equation 18-1) where: A = 2.34 PWS, bell Ph = 122 Ib Wind -Lateral (Horizontal) Force per Pier ; wPh = 159 Ib Wind Lateral (Horizontal) Force per Pier, with w = 1.3 per 1605.3.2 b= 16 in. Pier. diameter beff 24 in. Assume lateral soil bearing occurs over 1-1/2 pier diameters S, = 200 psf Basic allowable soil bearing pressure from Table 1806:2 desi 1.83 ft Estimate.of depth of pier for allowable soil bearing pressure at d/3 S, _ 122 psf Allowable soil bearing pressure from Table 1806.2 at.depth .d/3 S;,eff = 163 psf Allowable bearing pressure, including one-third increase for wind h 12 in. Height from ground surface to application of force P therefore:. . A 1.:14 dh = 1.82 ft plus neglected depth + 0.7 ft dh = 2.48 ft Governs PIER DESIGN'BASED ON DEAD LOAD�PLUS DOWNWARD WIND LOAD ' ' Pdp = 981b . Downward Force,. "Panel & Rack bead Load Pdw 171 lb' Downward Force, Wind Pd = . 268 lb. -Total downward force dd = 0.26 ft plus neglected depth + 0.7 ft dd= 0.92 ft PIER DESIGN* BASED ON UPLIFT WIND LOAD (WITH DEAD LOAD RESISTING) Dead Load Resisting Load Combination, per 2012 IBC%IRC 1605.3.1 0.6D + 0.6W (Equation 16-15) FOS= 3 Required Factor of Safety, (FOS) for Uplift, 'Per .2012 IBC/IRC 1810.3.3.1.5 " P,, = -6021b Maximum Uplift Force, Wind, per Pier. . 3*P„W = -2075 Ib Uplift Force, end, Including FOS=3 Pdp = 98 Ib Downward Resisting Force, Panel & Rack Dead Load * 0.6 0.6*Pdp = 591b Downward Resisting Force, Panel & Rack Dead Load * 0.6 du _ .1.72 ft plus neglected depth. + 0.7 ft du 2.38 ft GROUND SLOPE ADJUSTMENT Additional depth for downslope.soil wedge within 4 ft to be disregarded Ground Slope 0 degrees. ds = 0.00 ft (only if greater than neglected depth) USE: 16 in. diameter x 5 ft deep piers DESIGN OF STEEL PIPE OR TUBE COLUMN EMBEDDED IN DRILLED PIER per AISC Manual of Steel Construction, Thirteenth Edition Pipe or Tube? Pipe Steel Pipe Specification: Pipe 1-1/2 Std. Manufacturing Standard: ASTM A53, Gr. A Section Properties (Table 1-13) D 1.90 in. Outside Diameter of Tube or Pipe t„om = 0.145 in. Nominal Wall Thickness of Tube. or, Pipe. t =" 0.135 in. Design Wall Thickness of Tube or Pipe D /t = 14.1 Ratio of Diameter to Wall Thickness Z= 0.421 Plastic Section-Modulus, in .3 Wt. 2.72 Nominal Weight, Ib/ft Material Properties Pipe Fy = 30 ksi Minimum Yield Stress for ASTM A5WA53M-12, Gr. A (Table 2-3) Fu = 48 ksi Tensile Stress for ASTM A53, Gr. A (Table 2-3) E 29000 ksi Modulus of Elasticity Determination of Required Flexural Strength Ph = 0.12 kip Wind Lateral (Horizontal) Force per Pier h 12 in.' Height from ground.surface.to application of force'P dp;er = 5 ft Depth of drilled pier: heff = 1.83 ft Assume maximum momerit occurs at depth dpier / 6, below grade Required Flexural Strength, using LRFD . Pu = 1 . Ph = 0.122 kip 'Mu.= Ph." heff = 0.22 kip-ft. Check Compactness XP = (0.7) E / Fy = 676.7 (Table 64.1, Case 15) X D / t = 14.1 « 676.7 Therefore, section,is compact Limit State of flange local buckling does not.apply (0.31) E / Fy = 299.7 (Table 64.1, Case 15) _ D / t = 14.1 « 299.7 Therefore; Specification Section F8 applies Calculate the Nominal Flexural Strength based on Flexural Yielding Limit State - M„ = MP = Fy Z = 12.63 kip-in. = 1.05 kip-ft Calculate the Available Flexural Strength (Db 0.9 (Db M6 = 0.95 kip=ft >_ 0.22 kip-ft Therefore, okay Use: Pipe 1-1/2 Std. Wt. (Sch. 40), ASTM A531A53M-12, Gr. A, with Fy = 30 ksi minimum DESIGN OF STEEL PIPE FOR TOP HORIZONTAL RAIL OF PIPE RACK per AISC Manual of Steel Construction, Thirteenth Edition Pipe or Tube? Pipe Steel Pipe Specification: Pipe 1-1/2 Std. Manufacturing Standard ASTM A53, Of. A Section Properties (Table 1-13)' D = 1.90 in. Outside Diameter of Tube or Pipe t„om = 0.145 in. Nominal Wall Thickness. of Tube or Pipe t 0.135 in. Design Wall Thickness of Tube or Pipe D / t = 14.1 Ratio of Diameter to Wall Thickness Z=3 Plastic Section Modulus, in. 3 Wt. 2.72 Nominal Weight,.lb/ft Material Properties Pipe Fy 30 ksi Minimum Yield Stress for ASTM A53/A53M-12, Gr. A (Table 2-3) Fu .= 48 ksi Tensile Stress for ASTM A53, Gr. A (Table 2-3) E = 29000 ksi Modulus of Elasticity Determination of Loading L 6.00 ft Span of Top Rail T = 6.00 ft Tributary Width DL. .3.34 psf System DL (psf) _W 20.05 plf System DL (plf) - WLDOWN = .5.92 psf Wind Down (psf) WWL Down _ 35.55 plf Wind Down (plf) . WLuP = -24.01 psf Wind Up (psf) wwLup A44.06 plf Wind Up (plf) SL = 00 psf Snow Load (psf) WSJ = 0:00 plf Snow Load (plf) Calculate Required Flexural Strength, Using Governing LRFD Load Combination No. 6 wu _ .9"DL + 1"WL = 126.02 plf M'„ _ (w„ " LZ )/10= 454 Ib -ft = 0.454 kip=ft Check'Compactness Xp = (0.7) E/ Fy 676.7 (Table B4.1, Case 15) D /.t = 14.1 « 676.7 Therefore, section is compact; Limit State of flange local buckling does not apply (0.31) E / Fy = 299.7 (Table B4.1, Case 15) X = D / t = 14.1 « 299.7 Therefore, Specification Section F8 applies Calculate the Nominal Flexural Strength based on Flexural Yielding. Limit State Mn = M = Fy Z = 12.63 kip -in. = 1.05 kip -ft Calculate the Available Flexural Strength (Db = 0.9 0b Mn = 0.95 kip -ft >= 0.45 kip -ft Therefore, okay Use: Pipe 1-112 Std. Wt. (Sch. 40), ASTM A531A53M-12, Gr. A, with Fy = 30 ksi minimum °+f_ - r„y.,r--- -. F acne Rd� � �" _�'" ,�- ♦ �'��,,,�. ' �i %j ; �• •� yam. � 4 -i a '���^�^a. '�/ +•� sf ��.[ 44 "' � . `i i �...+ . . i'�' !! "t � ♦R a +tl of f yC y ` �1 �. 'K.. • �.` f• � "!rV r .-• a {� :`tis- . .1 ' �. Y ti , 'kito ,y � t 0 Butte VistaJRa; Owyme:,CA� 95966. USA . viii 1 .• .� •/ *i' "Y rON ,`~ 9/23/2014 JB-9592148_Crabtree.xlsx USGS 15 Conterminous 48 States 2005 ASCE 7 Standard Latitude = 39.432232 Longitude = -121.47821199999998 Spectral Response Accelerations Ss and S1 Ss and S1 = Mapped Spectral Acceleration Values Site .Class B - Fa = 1.0 ,Fv = 1.0 Data are based on a 0.01 deg grid spacing Period Sa - (sec) (9) 0.2 0.511 "(Ss, Site Class B) 1.0 . 0.207 (S1, Site Class B) Conterminous 48 States 2005 ASCE 7 Standard Latitude ="39.432232 Longitude = -121.47821199999998 Spectral Response Accelerations SMs and SM1 SMs = Fa x Ss and SM1 = Fv x S1 Site Class D - Fa = 1.391 ,Fv = 1.987 - Period Sa (sec) (9) 0.2 .0.710 (SMs, Site Class D) 1.0 0.411 (SM1, Site.Class D) Conterminous 48 States 2005 ASCE 7 Standard Latitude =39.432232 - Longitude.= -121.47821199999998 Design Spectral Response Accelerations SDs and SD1 SDs ,,= 2/3 x SMs and SD1 2/3 x SM1 Site Class D Fa = 1.391 ;Fv = 1:987 Period Sa (sec) (9) 0.2 0.474 (SDs, Site Class D) 1:0 0.274 (SD1, Site Class D) ABBREVIATIONS ELECTRICAL NOTES JURISDICTION NOTES A AMPERE 1. WHERE ALL TERMINALS OF THE DISCONNECTING AC ALTERNATING CURRENT MEANS MAY BE ENERGIZED IN THE OPEN POSITION, BLDG BUILDING A SIGN WILL BE PROVIDED WARNING OF THE CONIC CONCRETE HAZARDS PER ART. 690.17. DC DIRECT CURRENT 2. EACH UNGROUNDED CONDUCTOR OF THE EGC EQUIPMENT GROUNDING CONDUCTOR MULTIWIRE BRANCH CIRCUIT WILL BE IDENTIFIED BY . (E) EXISTING PHASE AND SYSTEM PER ART. 210.5. BUTTE `EC;` EMT ELECTRICAL .METALLIC TUBING 3. A NATIONALLY—RECOGNIZED TESTING ('OONTY'�'�� FSB Fire Set—Back LABORATORY SHALL LIST ALL EQUIPMENT IN - APPROVED PLANS GALV GALVANIZED COMPLIANCE WITH ART. 110.3. OCT 2 O 2014 P AND. GEC GROUNDING ELECTRODE CONDUCTOR 4. CIRCUITS OVER 250V TO GROUND SHALL OCT 2 4 2014 PERMIT SHALL BE ON SITE GND GROUND COMPLY WITH ART. 250.97, 250.92(8)DENT - � �OR ALL INSPECTIONS SERVICES HDG HOT DIPPED GALVANIZED 5. DC CONDUCTORS EITHER DO NOT ENTER DDING I CURRENT BUILDING OR ARE RUN IN METALLIC RACEWAYS OR BUTTE COUNTY DOS BU' PLANNING � Imp CURRENT AT MAX POWER ENCLOSURES TO THE FIRST ACCESSIBLE DC Isc SHORT CIRCUIT CURRENT DISCONNECTING MEANS PER ART. 690.31(E).`w - kVA KILOVOLT AMPERE 6. ALL WIRES SHALL BE PROVIDED WITH STRAIN kW KILOWATT RELIEF AT ALL ENTRY INTO BOXES AS REQUIRED BY LBW LOAD BEARING WALL UL LISTING. BUILDING PERMIT# MIN MINIMUM 7. MODULE FRAMES SHALL BE GROUNDED AT THE ASSESSOR'S PARCEL#.�L�,� o O6 (N) NEW UL—LISTED LOCATION PROVIDED BY THE NEUT NEUTRAL MANUFACTURER USING UL LISTED GROUNDING p _ "JT Y D�cELOFAIENT SERVICES NTS NOT TO SCALE HARDWARE. OC ON CENTER 8. MODULE FRAMES, RAIL, AND POSTS SHALL BE �''` �Ui, �v FOR PL PROPERTY LINE BONDED WITH EQUIPMENT GROUND CONDUCTORS AND C , POI POINT OF INTERCONNECTION GROUNDED AT THE MAIN ELECTRIC PANEL. DATE "#PLIANC�E/ PV PHOTOVOLTAIC 9. THE DC GROUNDING ELECTRODE CONDUCTOR "—�Gl J����-n 8Y—C/L--- SCH SCHEDULE SHALL BE SIZED ACCORDING TO ART. 250.166(B) & SS STAINLESS STEEL 690.47. _ STC STANDARD TESTING CONDITIONS - TYP TYPICAL UPS UNINTERRUPTIBLE POWER SUPPLY V VOLT Vmp VOLTAGE AT MAX POWER VICINITY MAP INDEX Voc VOLTAGE AT OPEN CIRCUIT W WATT - - WNEMA 3R, RAINTIGHT PV1 COVER SHEET PV2 PROPERTY PLAN PV3 SITE PLAN PV4 STRUCTURAL VIEWS V5 THEE LINE LICENSE GENERAL NOTES CUTSHEETS ATTACHEDGRAM CA # 888104 1. THIS SYSTEM IS GRID—INTERTIED VIA A C-10 UL—LISTED POWER—CONDITIONING INVERTER. 2. THIS SYSTEM HAS NO BATTERIES, NO UPS. 3. SOLAR MOUNTING FRAMES ARE TO BE GROUNDED. 4. ALL WORK TO BE DONE TO THE 2013 MODULE GROUNDING METHOD: WEEB CALIFORNIA BUILDING CODE AND THE 2013 AHJ: Butte Count CALIFORNIA RESIDENTIAL CODE. REV BY DATE COMMENTS County 5. ALL ELECTRICAL WORK SHALL COMPLY WITH REV NAME DATE COMMENTS THE 2011 NATIONAL ELECTRIC CODE AS AMENDED BY THE 2013 CALIFORNIA ELECTRIC CODE. UTILITY: Pacific Gas and Electric Company PREMISE OWNER DESCRIPTION: DESIGN: CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: JB-9592148 00 CONTAINED SHALL NOT BE USED FOR THE CRABTREE, RANDY LEE CRABTREE RESIDENCE Armand DeBose "tr SQ�af City BENEFITOF ANYONE EXCEPT SOLARCITY N WHOLE ORCIN MOUNTING SYSTEM: 10 BUTTE VISTA RD li j' • PNOR ART TO SHALL IT BE OUTSIDE THE RECIPIENTS HOLLAENDER PIPE RACK 8.415 KW PV ARRAY ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES OROVILLE, CA 95966 THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-255PA05.18 APN: 027-140-006 SHEET: REV' DATE 3055 Cleamew9Wayy Son Mateo, CA SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER PAGE NAME T:(650) 638-1028 F:(650) 638-1029 PERMISSION OF SOLARCITY INC. j FRONIUS # IG PLUS A 7.5 5305340428 COVER SHEET PV 1 A 9/19/2014 (888)-SCI-CITY (765-2489) www.solareltycam w�. REMOVE VEGETATION AND DEBRIS _ ' FROM UNDER AND AWAY FROM STRUCTURE. MAINTAIN CLEARANCE FOR A FIRE SAFE ENVIRONMENT , - . PROPERTY PLAN N - • Scale:l" = 200'-0' W E 0 200' 400' JB -9592148 0 0 PREMISE DYMER: DESCRIPTION: DESIGN: CONFIDENTIAL THE INFORMATION HEREIN JOB NUMBER:� � CONTAINED SHALL NOT BE USED FOR THECRABTREE, RANDY LEE CRABTREE' RESIDENCE' Armand DeBose ,1`S.olarCit BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM: � •�.�. y NOR SHALL IT BE DISCLOSED IN WHOLE OR IN HOLLAENDER PIPE RACK 10 BUTTE VISTA RD- 8.415 KW :PV ARRAY - PART IZ OTHERS CU T IN ON RECIPIEECTION T'SWITH MODULES. OROVILLE, CA 95966 ORGANIZATION, EXCEPT IN CONNECTION WI1H '. , 3055 gearvier Way San Mateo, CA THE SALE AND USE of THE RESPECTIVE (33) TRINA SOLAR # TSM-255PA05.18 .' SOLARCITY EQUIPMENT, VATHOUT THE WRII IM PAGE NAME . SHEET: REY. DATE 94402 PERMISSION of SOLARCITY INC. INVERTER 5305340428 PV 2 A 9/19/2014 :c 638—,05 F:9) w .sol08-1029 1 FROM S IG PLUS A 7.5 PROPERTY.—PLAN"c -SOL-CITY cT�-2489> .B��alL.wm CONFIDENTIAL — THE INFORMATION HEREIN JOB NUMBER: JB -9592148 00 CONTAINED SHALL NOT BE USED FOR THE BENEFIT OF ANYONE EXCEPT SOLARCITY INC., MOUNTING SYSTEM NOR SHALL IT BE DISCLOSED IN WHOLE OR IN HOLLAENDER PIPE RACK PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH MODULES: THE SALE AND USE OF THE RESPECTIVE (33) TRINA SOLAR # TSM-255PA05.18 SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN INVERTER: PERMISSION OF SOLARCITY INC. j FRONIUS # IG PLUS A 7.5 O •• Inv n • ' STAMPED & SIGNED FOR STRUCTURAL ONLY Digitally signed by John Calvert Date: 2014.09.23 10:10:27 -06'00' :C ro =MM== - (E) UTILITY METER & WARNING LABEL -MM INVERTER W/ INTEGRATED DC DISCO -=MM= & WARNING LABELS DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS 10 DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR PREMISE OWNER: CRABTREE, RANDY LEE 10 BUTTE VISTA RD OROVILLE, CA 95966 5305340428 DESCRIPTION: CRABTREE RESIDENCE 8.415 KW PV ARRAY PAGE NAME SITE PLAN B PITCH: 0 ARRAY PITCH: 10 GM1 AZIMUTH: 180 ARRAY AZIMUTH: 180 MATERIAL: GROUND STORY: GROUND PERMIT BUTTE COUNTY 6;-WOPM IV' SERVICES RFE-VIEWED FOR •- �� COMPLIANCE DATE __._ _I(/yzQ!, 3Y �-- - (E) UTILITY METER & WARNING LABEL lay INVERTER W/ INTEGRATED DC DISCO & WARNING LABELS DC DISCONNECT & WARNING LABELS AC DISCONNECT & WARNING LABELS 10 DC JUNCTION/COMBINER BOX & LABELS Q DISTRIBUTION PANEL & LABELS Lc LOAD CENTER & WARNING LABELS ODEDICATED PV SYSTEM METER Q STANDOFF LOCATIONS CONDUIT RUN ON EXTERIOR --- CONDUIT RUN ON INTERIOR — GATE/FENCE Q HEAT PRODUCING VENTS ARE RED 1%r, ` 1 INTERIOR EQUIPMENT IS DASHED L _"J SITE PLAN N Scale: 3/32" = V W E 01' 10' 21' d Mom S DESIGN: Armand DeBose _ y _`\N`SolarCit DATE 3055 Clearview Way San Mateo, CA 94402 SHEET: REV: PV 3 A 9/19/2014 T:(650) 638-1028 F-.(650) 638-1028 (BB8)—SOL—CITY (765-2489) www.solarcity.com _ A SIDE VIEW OF ARRAY Scale: 1/4"=1'-0" GRADE 1" 6" F COMPACTED BACKFILL w v VIII � z - • N 00 CV . 3"oe3* T1 TRENCH DETAIL Scale: 3/4"=1'-0" UNDISTURBED SOIL RED WARNING TAPE W/ TRACE WIRE APPROVED BACKFILL SCHEDULE 40 PVC CONDUIT SOLAR PANEL ATTACHED WITH MODU" CLAMPS, J"-16 BOLTS, AND CHANNEL NI SOLARCITY SOLAR R) U—BOLT ASSEMBLY & FIXED PIPE TEE W/SET SCREI 1-1/2" STD. WT. (SCH.` 40 PIPE)- STEEL PIPE, ASTM A53, GR. } CONCRETE PI STAMPED & SIGNED FOR STRUCTURAL ONLY' 8 1-1/2" STD. WT. (SCH. 40 PIPE) STEEL PIPE, ASTM A53, GR. B (CROSS BRACE) W/ ADJ. TEE W/SET SCREWS SUPPLEMENTARY" X 8' GROUND ROD DRIVEN INTO EARTH. (1 ROD PER ARRAY) ., PERMIT 4 6, r . +'!TV GEVELOPMENT SIERVICES II IIIIII IIIII I I _ F -TIED FOR -I I III C P , PL ANCE• DATE +4 • °' ° _ tally signed by a a John Calvert ° BOTTOM OF PIER EXCAVATIONS Date: 2014.00.23' 5'-0" MIN SHALL BE CLEANED AND 4. TAMPED PRIOR TO PLACEMENT 10:10:50 -06'00'' OF CONCRETE: 3" MINN. . STANDOFF . --1'-4" MIN - CScale: 1" = V NOTE: COMPRESSIVE STRENGTH SHALL BE 2500 PSI AT 28 DAYS - REAR VIEW OF ARRAY Scale: 1/4"=1'-0" CONFIDENTIAL — THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE NOR SHBENEFITOF ALL IT BEE EXCEPT DISCLOSED IN OLE INC., PART TO OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE SOLARCITY EQUIPMENT, WITHOUT THE WRITTEN PERMISSIOWOF SOLARCITY INC. JOB NUMBER\�4f JB -9592148 0 0 OWNER: CRABTREE, RANDY LEE. 10 BUTTE VISTA RD CIRCIVILLE, CA 95966 5305340428 DESCPoPnoN CRABTREE RESIDENCE 8.415 KW PV ARRAY �' - _ - PAGE NAME y, STRUCTURAL VIEWS DESIGN: Armand DeBose '' �SolarCity �A MOUNTING sYND HOLLAENDER PIPE RACK MODULES (33) TRINA SOLAR # TSM-255PA05.18 3055 anew Way San Mateo, CA 94402 T:(650) 638-1028 F:(650) 638-1029 (888)-sa-CITY (765-2489) www.sola«Ity.com SHEET: REV: DATE .PV 4 A 9/19/2014 INVERTER j FRONIUS IG PLUS A 7.5 GROUND SPECS MAIN PANEL SPECS GENERAL NOTES INVERTER SPECS MODULE SPECS LICENSE BOND N GEC TO E GROUND ROD () � () AT PANEL WITH IRREVERSIBLE CRIMP Panel Number: MURRAY Meter Number: 1007887669 Inv 1: DC Negatively Grounded INV 1 — (1) FRONIUS # IG PLUS A 7.5 LABEL: A AFCI Inverter; 7500W, 277V,24OV/208V, 967./95.5%/95% — (33) TRINA SOLAR #TSM-255PA05.18 PV Module; 255W, 232.2W PTC, 40MM, Black Frame, MC4, ZEP Enabled CA # 888104 C-10 _ INV 2 Underground Service Entrance Voc: 37,7 Vpmox: 30.5 INV 3 1 Isc AND Imp ARE SHOWN IN THE DC STRINGS IDENTIFIER 200A MAIN SERVICE PANEL e �E E� 20OA/2P MAIN CIRCUIT BREAKER Inverter 1 200A/2P 3 FRONIUS SolorCity IGPLUS A7.5 (E) LOADS CUTLER—HAMMER zaovL2 A�t _ N B� 2 GM1: 3x11 OD 40A/2P EGGI DC+ ------------------- ------------------- —GECDC---—---------------------- -- —_------------_+------------- J I EGC/GEC — COMPLY WITH 2013 CALIFORNL4 COMPLY WITH CALIFORNIA Z ELECTRICAL CODE- ARTICLE 705ELECTRICAL CODE. ARTICLE 690 REOUIREMENTS FOR Interconnected REQUIREMENTS FOR SOLAR ' lE/ectric Power Production Systems PHOTOVOLTAIC SYSTEMS TO 120/240V SINGLE PHASE UTILITY SERVICE I , C mmy.. WITH 2013 CALIFORNIA ELECTRICAL '+r CODE- ARTICLE 890.10 (E), 40B.3B(D) and 705.12(DX8) , - PF-RtAIT# REQUIREMENTS FOR Utility-LrtenconnectedBUTTE COUr - SERVICES Electric Power Production Systems f TE EV J R • - - �--- - --_ �. CODE Cif • ' . NCE DR�� FCOMPLY WITH CALIFORNL4 , 'ELECTRICAL CODE- AR77CL E 250 REQUIREMENTS FOR GROUNDING {AND BONDING Voc* = MAX VOC AT MIN TEMP POI (`!)MURRAY g MP 40 PV BACKFEED BREAKER Breaker; 4OA2/2P, 2 Spaces ^ A B (1)CUTLER—HAMMER a DH162URKN Disconnect; 60A, 600Vdc, Non—Fusible, NEMA 3R 4 STRIN�, FUSED,, GROUNDED A (0SolorCity 4 STRING COMBINER BOX D� —(3) ERRAZ SHA600UVDC, MM15 Fusn d (get 1)Ground Rod; 5/8' x 8, Copper — (1) AWG /6, Solid Bare Copper O 1 AWG g8, THWN-2, Blade (1)AWG #B, THWN-2, Red (0AWG {6, THWN-2, Blade Voc* = 462.47VDC Isc = 26.76 ADC O (1)AWG f6, THWN-2, White Vmp = 335.5 VDC Imp= 25.08 ADC (6)AWG #10, USE-2/RHW-2, Blade Voc* = 462.47VDC Isc = 8.92 ADC O 14F (1)AWG #10, Solid Bare Copper EGC Vmp = 335.5 VDC Imp= 8.36 ADC LhL L (1)AWG #10, THWN-2, White NEUTRAL Vmp =240 VAC Imp=31.2 AAC ........ (1)AWG /10, THWN-2,,Green EGC...-(1)Conduit.Kit 3/47.EMT.......... ..... L.......................................................... . ................................................................ .......-(1)AWG g6,.THWN-2..Green • . EGC/GEC,-(1)Conduit,Kit;. 3/4',EMT.......... CONTAINED L THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR THE OF SOLARCITY INC., UMBER JB -9592148 00 PREMISE°�"� DESCRIPTION: CRABTREE, RANDY LEE . _ CRABTREE RESIDENCE DESIGN: Armand DeBoseBENEFI �. ; `\`aA SolarCit wA y ING sYs1E1r NOR SHTALL ITNBENDISCLOSED N WHOLE OR INT LLAENDER PIPE RACK 10 BUTTE VISTA RD 8.415 KW PV ARRAY PART TO OTHERS OUTSIDE THE REgPIENTS OROVILLE, CA- 95966 ES: [INVERTER: 3055 aearvier way saa Mateo. CA 94402 ORGANIZATION, EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE ) TRINA SOLAR # TSM-255PA05.18 SHEET: REV: DATE SOLARgTY EQUIPMENT, WITHOUT THE WRITTEN PERMISSION OF SOLARCITY.INC. PAGE NAPE 5305340428 THREE LINE DIAGRAM PV 5 A 9/19/2014 T:(650) 638-1028 F:(650) 638-1029 (BBB)—SOL-CITY (765-2489) www.solarcfy.com FRONIUS IG PLUS A 7.5 Label Location: Label Location: Label 'Location: +• • • • j •• • � (C)(IC)(CB) (AC), . (DC)(INV)(CB)PV SYSTEM WANING ' Per Code: DISCONNECT FOR Per Code: CRC R331.2 UTILITY OPERATION SHOCKELECTRIC HAZARDTHE DC F THIS CEC 590.35(F) Label Location: • • CONDUCTORS . • - • `.TO BE USED WHEN'PH • • • ' (DC) (INV) -• . . • :INVERTER IS • Per Code:DISC:` ENERGIZEDMAY BE •UNGROUNDED ,. .L" ► `, CEC 690.14.C.2 Label Location: +" y• • - t • (DC)WARNING �, x HAZARD Per Code:ELECTRIC 7 1 Label Location: .• • • SHOCK - CEC 690.17,.E .,'„r ` MAXIMUM- • . - MA (DC) (INV) _ • : • . ' • Per Code: LOAD SIDES MAY BE ENERGIZED4 IN THE • . POSITION - ` • ,� r. : ” : i MAXIMUM POWER -=V CEC 690.53POINT VOLTAGE (Vmp) MAXIMUM SYSTEM= V y VOLTAGE (Voc) SHORT-CIRCUIT " ., . • . .. s ! - •.f,l, trf_ #•kyr ',i ` + •', { ' _ '_} ,, �.,., ,j + . r 'f 't CURREN =A Label Location:. (POI) - jWARNING ..-. _. j Per Code: ' INVERTER ° °- CEC 705.12.D.7 Label Location: .. NOT RELOCATE THIS OVERCURRENT WARNING Per Code: . f +. S.r. ;�'.' µ a "� •- . • . . • CEC-690ELECTRICAL SHCK HAZARD .17 TERMINALS ON BOTH LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN -. • 7 - ' Label Location PHOTOVOLTAIC POINT OF �- (POI)DC VOLTAGE IS ALWAYS PRESENT WHEN • • Per Code:SOLAR MODULES ARE WARNING: ELECTRIC SHOCKEXPOSED TO SUNLIGHT CEC 690.54• CEC 690 17; HAZARD. DO NOT TOUCH TERMINALS. TERMINALS ON 0Z BOTH THE LINE AND LOAD SIDE MAY BE ENERGIZED IN THE OPEN 0. . • .�,r Y '' - BUTTE COUNREVIE TY I _ V AND MAIN CE$POSITION.•- Label Location: BREAKER. WARNING(INV) PV -•• 'CODE CON jCE Per Code:MAXIMUM AC = AD�TEELECTRIC SHCK IF A GROUND ° LT IS D• -. CEC 690.5(C).. •'ERATING CURRENT MAXIMUM AC V OPERATING VOLTAGE CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED ' Label Location: , Label Location:. CAUTION(D) (POI) • • • • • • (AC) (POI) Per Code: • '. _, . " (AC): AC Disconnect SYSTEM Per Code: ° ° °CIRCUIT CE_C 690.64.6.4, �yLTAIC"; ` " (C): Conduit DISCONNECT CEC 690.14.C.2 .` `k , zr (CB): Combiner Box . (D): Distribution Panel ` (DC): DC Disconnect w _ - �• �f,'w r- r �.*�3 (IC): Interior Run Conduit Label Location: Label Location: 1_4 (INV): Inverter With Integrated DC Disconnect MAXIMUM AC (AC) (POI) (POI)• (LC): .L oad Center OPERATING-- Per Code: . POWER SOURCE Per Code: (M): Utility Meter MAXIMUM AC '°' Point of interconnection 7A V] rconnectionCEC 690.54 CEC 705.12.D.7 ..t. OPERATING VOLTAGE - PHOTOVOLTAIC r(POI) +. CONFIDENTIAL --THE INFORMATION HEREIN CONTAINED SHALL NOT BE USED FOR ` • - ' THE BENEFIT OF ANYONE EXCEPT SOLARCITY'INC., NOR MALL IT BE DISCLOSED ' T' ®C®O® IN WHOLE OR IN PART TO, OTHERS OUTSIDE THE RECIPIENT'S ORGANIZATION, _ +' ��►. T SC CA Label Set � � ... ... • �. 5�.,�® EXCEPT IN CONNECTION WITH THE SALE AND USE OF THE RESPECTIVE " ; "- °r, t .. ®p � I♦ SOLARCITY.EQUIPMENT, ,WITHOUT THE WRITTEN PERMISSION OF SOURCITY INC. Sala �I' L _ Lim 0 7 - . . - .. I - I . I- , 11* _. , A 4 Mono Multi Solutions TSM'=PA05.18'I THE TRINAMOUNT MODULE 46 • ' -'' 4 • - 60 CELL MULTICRYSTALLINE MODULE ' WITH TRINAMOUNT FRAME c 240 -26OW POWER OUTPUT RANGE s 15.9% MAXIMUM EFFICIENCY 0 pw+317o POWER OUTPUT GUARANTEE As a leading global manufacturer of next generation photovoltaic products, we believe close L cooperation with our partners • + is critical to success. With local presence around the globe, Trina is able to provide exceptional service to each customer in each market and supplement our innovative, reliable products with the backing of Trina as a strong, bankable partner. We are committed to building strategic, mutually beneficial collaboration with installers, developers, distributors and other partners as the backbone of our shared success in driving Smart Energy Together. Trina Solar Limited • www•trinasolar.com Trinasolar Smart Energy Together • ~; -Our most versitile product • Compatible with all major BOS components and system' ' designs r ) One of the industry's most trusted modules „�% • Over 2 GW sold across all major global markets ' • Field proven performance j 'TSM-PA05.18 TRINAMOUNT II WITH THE UNIVERSAL MODULE, DIMENSIONS OF PV MODULE TSM-PA05.18 ELECTRICAL DATA @STC TSM -240 TSM -245 TSM -250 TSM -255 TSM -260 . ( PA05.18 PA05.18 PADS. 18 PAO5.18r PA05.18 941mm Peak Power Watts-P� (Wp)240 245 ' 250 255 1 �. 260 Power Output Tolerance-Pm•x (%) 0/+3 0/+3 r 0/+3 0/p/+33 0/+3 + + ANRgN m Maximum Power Voltage-VwIV) 29.7 30.2 30.3 30.5 i 30.7 Maximum Power Current-lwP (A) 8.10 8.13 8.27 8.36 8.47 Open Circuit Voltage-Voc (V) 37.3 37.5 T- 37.6 31.1 f 37.9 INSI,WING NaIE . • i rLSh,7rtCircuit Current-Isc (A) 8.62 8.68 8.85 8.92.E 9.00 Module Efficiency qm (%) 14.7 15.0 15.3 ( 15.6 15.9 a j a STC: Irradiance 1000 w/m2, Cell Temperature 25'C, Air Mass AMI.5 according to EN 60904-3. + - Average efficiency reduction of 4.5% at 200 W/m2 according to EN 60904-I. E ; ° 4 TSM -240 TSM -245 TSM -250 TSM -255 TSM -260 ELECTRICAL DATA @ NOCT PA05.18 PA05.18 l ' PA05.18 PA05.18 Is SIB Maximum Power -Pr (Wp) 174p 178 181 184 >_ 188 , Maximum Power Voltage-Vw (V) 26.6 26.8 27.0 27.2 27.4 soscaouxr+NCNaE F Maximum Power Current-Iwv (A) 6.55 6.64 6.70 6.77 6.86 Open Circuit Voltage (V)-Voc (V) 34.1 ` 34.2 34.3 r 34.4 34.6 r {Short Circuit Current (A)-Isc (A) 7.04 7.10 7.25 T 7.31 7.37 - 812mm' 180 • NOCT: Irradiance at 800 W/m'. Ambient Temperature 20•C, Wind Speed I m/s. Back view ' MECHANICAL DATA + 11 r Solar cells - Mulficrystalline 156 x 156 mm (6 inches) �v ( Cell orientation 60 cells (6x10) o ' Module dimensions 1650 x 992 x 40 mm (64.95 x 39.05 x 1.57 inches) Weight 18.6 kg (41.0 Ibs)F � Glass High transparency solar glass 3.2 mm (0.13 inches) Backsheet White Frame Black Anodized Aluminium Alloy with Trinamount Groove 1-V CURVES OF PV MODULE TSM -245 PA05.18 J -Box IP 65 or IP 67 rated ( Cables Photovoltaic Technology cable 4.0 mm2 (0.006 inches'), t ' r Ie i a Highly reliable due to stringent quality control • Over 30 in-house tests (UV, TC, HF, and many more) • In-house testing goes well beyong certification requirements Certified to withstand challenging environmental conditions II • 130 km/hr wind load (2400 Pa) - . Onn 4n ennui 1-4 - mnr•h ile fSAnn Pnl LINEAR PERFORMANCE WARRANTY _ 10 Year Product Warranty • 25 Year Linear Power Warranty s � 8100% a Addlflonol vol v90% Sol ue yam Tilno ops 11 or a c ne wO�on o ty t, 80% Years 5 10 15 20 25 _ t Q Indusrrystandard ■ Trina Solar a + 1100 mm (43.3 inches) Connector Original MC4 I ( 1 f' TEMPERATURE RATINGS MAXIMUM RATINGS Nominal Operating Cell 45°C (t2•C) ` Operational Temperature -40-+85•C Temperature (NOCT) Maximum System TT 1000V DC(IEC)/ temperature Coefficient of Pwu -0.43%/ Voltage 600V DC(UL) - 0.. 10.- 209° 3000 40.°D voltoge(v) Temperature Coefficient of V` oc - 0.32%/°C . Max Series Fuse Rating ' 15A f ` Temperature Coefficient of Isc 0.047%/-C / t WARRANTY _ BUTTE COUNTY DEVELOPMENT .;EWCES 10 year Product Workmanship Warranty s EVIEWED FO ^ _ 14•!1 25 year Linear Power Warranty 1aiODE' C0M, PLIC �tICE (Please refer to product warranty for details( • DATE_ �� CERTIFICATION l/Y- r ��- i r` j O• SA PACKAGING CONFIGURATION Modules per box: 24 pieces (=r c s i Air% PV -CYCLE CModules per 40' container: 672 pieces ` U= LMM Trinasolar f . Smart Energy Together CAUTION: READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. oot+P4rra Y ® 2013 Trina Solar Limited. All rights reserved. Specifications included in this datasheet are subject to �. change without notice. - • • - p�aMPPrO i r ' �T / Battery Charging Systems / Welding Technology / Solar Electronics AV SHIFTING THE ,LIMITSI"'I�+f` FRONIUS IG- PLUS ADVANCED INVERTER WITH INTEGRATED AFCI' ' � - ' eta � '!� \ � tee.`-.; '� _- � �.�\.�, �, 4t FAIR' x _ •� ,. _ r :w/MIX Tech ology�eSma lT ansfonhei /WI:AN'� Quid Servi/Smart nd "•�'5 Sw irkln¢+:-'-Technology '>; Ready - ' - 'i • • r - •, t r The Fronius IG Plus Advanced is the first complete inverter lineup of the NEC 2011 compliant AFCI protected w t inverters in the United States; Power classes ranging from 3 to 12 kW in both single and true 3 phase applications ;t with integrated Fronius MIX Technology and wide voltage windows are the perfect match for your system design. ' TECHNICAL DATA: FRONIUS IG PLUS ADVANCED(3.0-1uN1,3.8-1uNI,5.0-1UNI,6.0-1uNI,7.5-1uNl) INPUT DATA IF 3.0.1UNI r 5.0-1 YNI 11 6.0-1UNI 7.5.1VNI _ > PERIAM1' UNI - - ' •AENT SERVICES • � Recommended PV -Power (kWp) � 2.50-3.45 I 3.20-4.40 � 4.25-5.75 I 5.10-6.90 � •6.35-8.60 � � � ` ` Nominalln utCurrcm 8.3A 10.5 A- 13.8A- 16.5A 20.7A r µ • - l•FO.R ''- • Max. Usable Input Current I 14.0 A ) 17.8 A 23.4 A i 28.1 A ( 35.1 A '}y a • ' _ MPYI'.- Voha¢e Ranee 230.500 V / - _ _ i/'�`t. - r DC Startup I 260V �� .+a, V ( (/,�� \NCE . .. Max Inout Voltage 6.00 V _ • "T' - - - • DATE 1 C��J� �t� Vii" Admissable Condu �• ( ctor Size (DC) I No. 14 to 6 AWG. For larger wire, use Fron ins con nectin distributor. - Max.Currenterp DClnputlerminal 11 20 Amsp •For_highe_.,�inputcurrent,useFroniwmnne_ctingdistributor. - • •' TECHNICAL DATA: FRONIUS IG PLUS ADVANCED (3.0-1UNI, 3.8-1 5.0-1 ) - UNI, u.,,6.0 -1,,,j.5-1 uNl OUTPUT DATA 3.0 -teal 3.8 luNt 5-0-11110 6.0 -tun 7.5 -luxe_ x♦ Nominal Output Power 3.000 W 1 3,800 W I 5,000 W 6,000 W I 7,500 W ` .*" EFFICIENCY I 3.0-1,au 3.8 -lean -7 5.0 -tont 6.0-1 an 7.5-1ua1 Max. Continuous Output Power 23!(M W 11 3,800 W -5.000-7--_11 6.000 W It 7,500 W1 - Operating AC Voltage Range 208 V 183 - 229 V (.12 /+10%) Out ut Volta e i 208 240 277 I p g I / / i - ) -- ^`- `r • 240 V; 211 - 264 V+1 2 +10°� - _ -- Number of Phases 1 1 ><--•• ' ` r 277V I )244-305V(-12/+10%)( I M • ,. Admissible Conductor Size (AC) No. 14 - 4 AWG M *.. , Max:.Conlinuus put Cturem - 'LOB Vil 14.4 A 11 18.3 A24.OA 28.8 A 36.1 A Max. Continuous Utilitv Backfeed Current OA - 240 V 12.5 A I 15.8 A 1 20.8 A 25.0 A 31.3 A Nominal Output Frequency ' 60 Hz A =1 13.7 A It18.1 A 21.7 A 27.1 A N, O eralin Frenuencv Rana 59.3-60.5 Hz +•, • - t - - - A'r A Total Harmonic Distortion ) <3% � ' .•� 1, r _ ^ = y • Power Factor O.SS,I Ind./cao. - �� PROTECTIVE EQUIPMENT 3.0-1 3.8-1 5.0 • Ual eat UNI UNI UNI r GENERAL DATA3.0-1ua1 ,� )! 3.8-teal ' S.0-1uNl 6.0.1x,, 7.5-1 UNI Max. Efficiency I 96.2 i . 96.2 Unit Dhnensions WxHxD 17.Lx 26.529.9 in. 17.ix26.5x9.9 in. 17.1x36.1 x9.9 in. 171 x38.1x9.9 in. 17.fx 38.1 x9.9 i n. CEC Efficiency 208 V j 95.0% 95.0% 95.5% 95.5% 95.0% 240 V' 95.5 % _ 95.5% 95.5 y � •r ... , 277 V 96.0% 96.0% 96.0% 96.0% 96.0 % M Consumption y-.`.4 • r . - _ 1.5 W ,i. I"f Consupmtion During Operation ( 8 W 8 W 14 W 14 W 14 W M Cooling11 Controlled forced ventilation, variablespeed fan Enclosure Type 1 NEMA 3R Power Stark Wei ht 1 lbs. l4 k 1 31 lbs.114. kg) 57 lbs. (26 k¢I 57 lbs. 126 k¢) 57 lbs. 26 k Wiring Compartment Weight 1 24 lbs. (11 kg) rA=d able An,bjent Qlteratine Temperature _ - -13'F�131°P. 1-25[0...+55'01 - •� Advanced Grid Features I Active and reactive power control, low voltage ride-thrau h Compliance - UL 1741-2010. IEEE 1547-2003, IEEE 1547.1, UL 16998-2013, ANSI/IEEE C62 I. FCC Pan 15 A & B. NEC Article 690, C22. 2 No. 107.1.01 (Sept. 2011).California Solar Initiative- Program Handbook -Appendix Q Inverter Integral 5% Meter Performance. Specification_ ' MGround Fault Protection ( Internal GFDI (Ground Fault Detector/Interrupter) in accordance with UL 1741-2010 and NEC All. 690 I ' DC Reverse PolaritvProtection Internal Diode • Islanding Protection " - - - - I Internal; in accordance with UL 1741-2010, IEEE 1547-2003 and NEC Prot_r_ t _ - Output_oower derating/aUive cooling - A • - s Internal AFCI (Arc -Fault Circuit Interrupter); in accordance with UL 1699 Outline of Investigation forPhotovoltai=(PV) DC - .•,t Arc -Fault Circuit,. Protect on Arc -Fault Circuit Protection (Issue Number 2, January 14, 2013) .1, f • _ - . i i Y' I � ' t.. - - .. y � •r ... , ` •,� I is , ,. .. � [` - 1- y-.`.4 • r . - _ ' - _ ,i. I"f "vk yr r- - • .. y' • ;• 'F f -IN♦ ti~ _ +' , • ••- J � L = 1 •T • yl •4*� . • irk, - -y / �'r •.� � •�-• , •• r .. .. • i TECHNICAL DATA: FRONIUS IG PLUS ADVANCED00.0-1uN1, 11.4-lul,10.0-3uNIDELTA, 11.4-3UNI DELTA, 12.0-3 WYE277) OUTPUT DATA 10.0 - lux' I 11.4 -' 1UN1 1 10,0 - 3u., DELTA 11.4 - 3.x1 DELTA Il 12.0 - 3 WYE277 Nominal Output Power - I 9,995 W 11,400 W ( 9,995 W 11,400 W I• 12,000 W - AC Out put Voltagc 208/240/277 208/240/277 i 208/240 1 208/240 II j Number Phases I © 3 3 �480/277WYE Admissibllee Conductor Size IAC) j No. 14 - 4 AWG Max. Continuous Utility Backfeed Current 0A ' Nominal Output Frequency I 60 H2 Oorratine Frrguencv Ran 11- - _ - - _ _ _ 59.3 -60. Hz Total Harmonic Distortion l <3 % Power Factor - _ 0,S5 - 1 ind. / cap, GENERAL DATA !-� 10.0 - 1Yp1 11.4 cunt 10.0 3.x1 DELTA 11.4 - 311x1 DELTA 12.0 - 3 WYE277 ^ Max. Efficiency .1 96.2 Unit Dimension (W s 11 x D) - H{•:'^ ..�•�] ' 17.1 x 49.7 x 9.9 in- CEC Efficiency _ 208 V, 95.0% 95.0% 95.5% 95.0% n.a. _ 240 Vi 95.5% 95.5% 95.5% 96.0% n- 277 V; 96.0% 96.0% n.a. n.a. 96.0% Consumption in Standby Ni ht VIA < 1.5w Consumption During Operation 20W Conlin¢ • r _ Controlled forced ventilation variable speed fan Enclosure -type • .. NEMA 3R 14i• s' , _-84 lbs..(38 keI _ WiringCompartment Weight I 26 lbs. 112 kg) Admissible Ambient0 eratin Tem erasure -13^F.,.+131•F J-25- C...,55- Advanced Grid Features ( Active and reactive power control, low volta a ride -through Compliance UL 1741.2010, IEEE 1547.2003, IEEE 1547.1, UL 16998-2013, ANSI/IEEE C62.41, FCC Part 15 A & B, NEC Article 690, C22. 2 `No. 107.1-01 (Sept. 2011) California Solar Initiative -Program Handbook • Appendix C: Inverter Integral 5% Meter Performance I- - _ _ _ Specifiulion 4y L Fbt ery Charging Systems / Welding Technology / Solar Electronics -_ HAVE THREE DIVISIONS AND ONE PASSION: SHIFTING TH LIMITS. ether Battery Charging Systems, Welding Technology or Solar Electronics - our goal is clearly defined: to be the technology and quality leader. r more than 3,000 employees'worldwide, we shift the limits ofwhat's possible- our 737 active patents are testimony to this. While others progress oby step, we innovate in leaps and bounds. Further information about all Fronius products and our global sales partners and representatives canmayund at www.fronius.com li E _ 41 ' +, + ' .-F •, PERti1lT #� _--- ...,,, Fronius USA LLC a4ftE' ��+OUNTY�DEVELOPMENT SERVICES .6797 Fronius Drive ~ * r ] . +• RVI EWED FOR.Portage, IN 46368 • r ..,USA o r CODE, CG�i� PLIA(VCE pv-usa@fronius.com ct a ti'rs `• , www.fronius-usa.com ,,#. ";� ,y' .a ,• *i SATE -L._ �G/�_'��i3i _C�� �. - ,• ♦�"- r ♦ •�r + �!. ~`1 �t ♦ tel• •'�•+ 4•. - H{•:'^ ..�•�] ' 1 _ d•�r- • e `'R.. t -'t. VIA • - 1 ^ 1•- • r _ , , . .,r r �+ ",!. , t i . to ♦ r C 4 i- . • .. 41. Jr�•.• 14i• s' , f m r •y] o �. 4y L Fbt ery Charging Systems / Welding Technology / Solar Electronics -_ HAVE THREE DIVISIONS AND ONE PASSION: SHIFTING TH LIMITS. ether Battery Charging Systems, Welding Technology or Solar Electronics - our goal is clearly defined: to be the technology and quality leader. r more than 3,000 employees'worldwide, we shift the limits ofwhat's possible- our 737 active patents are testimony to this. While others progress oby step, we innovate in leaps and bounds. Further information about all Fronius products and our global sales partners and representatives canmayund at www.fronius.com li E _ 41 ' +, + ' .-F •, PERti1lT #� _--- ...,,, Fronius USA LLC a4ftE' ��+OUNTY�DEVELOPMENT SERVICES .6797 Fronius Drive ~ * r ] . +• RVI EWED FOR.Portage, IN 46368 • r ..,USA o r CODE, CG�i� PLIA(VCE pv-usa@fronius.com ct a ti'rs `• , www.fronius-usa.com ,,#. ";� ,y' .a ,• *i SATE -L._ �G/�_'��i3i _C�� �. - ,• ♦�"- 1 •�r + �!. ~`1 �t ♦ - �.e.r . - - •1 - �. 4•. - H{•:'^ ..�•�] ' t� �. . d•�r- • e `'R.. t -'t. VIA • - 1 ^ 1•- • r _ , , . .,r r �+ ",!. , t i . to ♦ r C 4 i- . • .. 41. Jr�•.• 14i• s' , 1219 x ` s r • Insulation Thickness XLPE .045 Outside Diameter .179 4.55 Allowable Ampacity .1' '1' 20 .20 20 III 30 Standard Packaging 1000' carton (2x50.0), 2500' reels 10 r 8 ,,,_„19�„ ,_045 _ _ _202_5_13 � ._ _30_ _30 30� 40 50 55 _43_. � 500 2500 , reels_ 500' 1000 2500 5000' reels 7' .060 .266 6.76 72 _6_ 7 -060_301 .060 .352 7.73_•,•„ 8.94 ,_55 _k5_ 75 70 85 95 _ _106 , 157 ,_500 1000 2500 5000 reels_ 500 1000 2500 5000' reels 4 7' 3 T� "r A60 .060 _380, .412 = 9_66, 10.47 . �85 _ 100 _110_„ 95 115 13_0 _--, 201„^ 237 500;1000 2500- 5000 reels_ 500 1000 2500 5000 reels 2 7- 1 1/0 J9 19�. � 080 .080 481 .520 12.22 13.21 _111 _0 X130_' 150 125 150 170_ 309„_,_„_ 382 „•„•-,,,_500 1 0 002 50 0 500 0 reels_ 500' 1000 2500_ 5000' reels ----19— —080� . X564 14.33 _145 175195 x`471 ` -900' 1000 2500- 6000' reels__ 3/0 19 TYPE USE-2/RHH/RHW-2 COPPER CONDUCTOR .614 15.60 165 200, 225 587 500 1000 2500 5000 reels 4/0 250 19 37� 7080_ x.095 =670 732 17 02 18608 195 230 260 215 255 290 r 729 861 „ 500 1000 2500 5000 reels 500 1000,2500 4000 reels 300 350 3T_ 37 995 784 19 92� 240285 320 1029 1193 500_1000 3500'reels 500'1000 3000' reels ENGINEERING SPECIFICATIONS: ' �'' • f . : ;� 400 97_ X096 .095 Listed E-1 74428 ', f s: ,r `� • . , 5001000 3000'reels 500' 1000' 2500' reels • i th �.�� _`600, ,� 750 ®L Standards: .1101 . ` „ ` ,355 __4200 475 400 475 �535� .. Copper Conductor X61 Underwriters Laboratories Standards UL -44, UL -854 _ 1000 61 —11-0—l' 1.337•" 83.96 455-1-549-1-6153287 r Federal Specification A -A-59544 t , co �` MPL1P .X I ? • ,' ' ".'S y.•. •d• a•' •' •'. _ Y *_ NEMA WC70ACEA S-95-658 , ' _ » `� + , .+ i`• �, t � r. ^ % ' + NFPA 70: National Electrical Code (NEC) M �.+� F I .+ r ' 4.-. - ' � 7 .rte UL 1685-FT4AEEE 1202 (70,000 Btu/hr) Flame Test (1/0 AWG and larger) , • ;. ,r ' ' -il ♦. '-.4 :q.' • i�-.�.•� 's � r . . ICER T-29-520 (210,000 Btu/hr) Flame Test, ` ` _ r` a �r•. + .k. NEMA RV4 2009 „ r ' ARRA 2009; Section 1605 "Buy American" Compliant n , , ` :E :� +' - - - • Y ` ;'• } _ • XLPE CONSTRUCTION: ;• �' , 4 -47 y e { _ •* + s. y, .. ' Y. f I • Insulation< _ , '' ` • + '; ,:" . 's ' • �. •`•. '. + ,-r ` 4+ '.! ''r' i ' S •� 'I l i Conductors: _ -„• �, �' ,,' . Y /' • _J _ tt • Y �..1 _. ♦ . f • • _+ 3 Stranded conductors, uncoated copper per ASTM 6787 and ASTM 68 •i = i 's , .. �t • ' Insulation: .� 1 r • A : Cross-linked polyethylene (XLPE) insulation per UL -854 . hey ^ ' Applications: _ • ' Type USE -2 or RHH or RHW-2 copper conductors are suitable for use in conduit and raceways installed underground r `•; t �r: t „ _ ; i " + " in conduit, wet locations, and where condensation and moisture accumulations within the conduit do not exceed 90°C. - Applications requiring direct burial are permitted for Type USE -2, RHH, RHW-2 per UL -854. For applications requiring Type . ` ' �' • 4. =;. _ • . r `ti wA� , r f U ik RHH or RHW-2, conductor temperatures shall not exceed 90'C in wet or dry locations. Type USE -2 or RHH or RHW-2 is permitted for 600 volt applications. y r , • ; :� Features: ' • .: • , .: :.� Rated VW -1. 6 AWG and larger rated for Sunlight Resistance in all colors. On 250 KCMIL and larger, sequential foot ' + NOTE. Also available upon request markings located every foot for easy measuring. For 1 AWG through 4/0 AWG, sequential foot markings on master reels ` t' '' ,< ' . . ` s ' ' �. _.r ^ ..., �:r ° , , " *- r ' . "." .' •j r; _ , + s 4 . in supersrck Eine®. only unless otherwise specified. 1/0 AWG and larger are rated for cable tray use and comply with IEEE 1202/FT4 (70,000 ' ,, ' °y L*, a , . Y.-.� �" • • r ' '-' + - ' v • Btu/hr) flame test. When used as RHH or RHW-2, cable also complies with ICER T-29-520 (210,000 Btu/hr) flame test: i e `" h �+ ; • r •,' +. r '; • • - Type USE-2/RHH/RHW-2 Copper Conductor w 1219 x ` s r • Insulation Thickness XLPE .045 Outside Diameter .179 4.55 Allowable Ampacity .1' '1' 20 .20 20 III 30 Standard Packaging 1000' carton (2x50.0), 2500' reels 10 r 8 ,,,_„19�„ ,_045 _ _ _202_5_13 � ._ _30_ _30 30� 40 50 55 _43_. � 500 2500 , reels_ 500' 1000 2500 5000' reels 7' .060 .266 6.76 72 _6_ 7 -060_301 .060 .352 7.73_•,•„ 8.94 ,_55 _k5_ 75 70 85 95 _ _106 , 157 ,_500 1000 2500 5000 reels_ 500 1000 2500 5000' reels 4 7' 3 T� "r A60 .060 _380, .412 = 9_66, 10.47 . �85 _ 100 _110_„ 95 115 13_0 _--, 201„^ 237 500;1000 2500- 5000 reels_ 500 1000 2500 5000 reels 2 7- 1 1/0 J9 19�. � 080 .080 481 .520 12.22 13.21 _111 _0 X130_' 150 125 150 170_ 309„_,_„_ 382 „•„•-,,,_500 1 0 002 50 0 500 0 reels_ 500' 1000 2500_ 5000' reels ----19— —080� . X564 14.33 _145 175195 x`471 ` -900' 1000 2500- 6000' reels__ 3/0 19 .080 .614 15.60 165 200, 225 587 500 1000 2500 5000 reels 4/0 250 19 37� 7080_ x.095 =670 732 17 02 18608 195 230 260 215 255 290 r 729 861 „ 500 1000 2500 5000 reels 500 1000,2500 4000 reels 300 350 3T_ 37 995 784 19 92� 240285 320 1029 1193 500_1000 3500'reels 500'1000 3000' reels .095 831 21.11 260 310 350 400 97_ X096 .095 875 .956 22.23 �24.29.� 2fl 335 38 5 320 380 430 1354 1672 , 5001000 3000'reels 500' 1000' 2500' reels 500 _ 37 _`600, ,� 750 61 .1101 066 1188 27 59 3018 ,355 __4200 475 400 475 �535� 2012 ^_ 2493 5001000 2000�reels 500' 10001500' reels X61 .110 1000 61 —11-0—l' 1.337•" 83.96 455-1-549-1-6153287 r 500' 1000' reels 7 PEVIT '•` 'r, ,- kn'T'E' ^ ` SERVICESWr FOR % zii,PLIANCE ' `; . '�� ~? -�`+•` DATE • f ((/fes . _ ,, ' +-" x ` s r • • � 'e AWG -2 AWG: 19/w is available by request. -Allowable ampacity shown above is per the National Electrical Code. The above data is approximate and subject to normal manufacturing tolerances. � • � ry+, + •t � w '„a, .• " � r � •' _ -• !§' �� r •�, '. PRINT LEGEND:, 'F a -.� - w ' r r TYPE USE -2 OR RHH OR RH2 VW •1600 VOLTS XLPE (UL) DATE/rIME/OPER/OC ` .•� STRANDED CONDUCTOR 12 AWO THROUGH 8 AWG: ENCORE WIRE CORPORATION (sem W - . : • • q ! t • is , r 3 - • • STRANDED CONDUCTOR SIZES 6 AWG THROUGH 1 AWG: ENCORE WIRE CORPORATIONS ) TYPE USE -2 OR RHH OR RHW2 VW -1 SUN -RES 600 VOLTS XLPE NU DATEMME/OPER/OC STRANDED CONDUCTOR SIZES 1/O AWG THROUGH 1000 KCMIL• ENCORE WIRE CORPORATION (s.OTYPE USE -2 OR RHH OR RHW-2 VW -1 SUN -RES 600 VOLTS XLPE (UL) FOR CT USE a c _ •, . , +. r • _ - . r - DATEMMFIOPER/OC • • ♦ • h , . ♦ t �x .. , a =, F ♦ ♦ ENCORE WIRE° , r - , . ! 111))-1 800.962.9473 www.encorewire.com P a. :•• L a- •� •4 sr tr. tiF ^ • ' '.� < `tet r • '_ _ '' .^` � �, F'- . • � + • .. ,• `• r♦ �•• •• r ".'S y.•. •d• a•' •' •'. _ Y *_ - ~ .. .��• �,a ^ ,�. a- .y '- tirr � r. •i� •. - .1•Zr + :' �` µr L, .11 �'. �.+� F I .+ r ' 4.-. - ' � .. .rte ■ , r ' r< , ri , . - ,r ' ' -il ♦. '-.4 :q.' . , �. - i�-.�.•� 's � r . .