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HomeMy WebLinkAboutB16-1759 000-000-000e'er' ,e . .. ... ` •- -• SYSTEM DESCRIPTION THESE DOCUMENTS DESCRIBE THE CONSTRUCTION' REQUIREMENTS FOR A NEW 6.72 KW STC r .+ :,4: 'CAPACITY PHOTOVOLTAIC SYSTEM FOR THE RESIDENCE AT 60 OROPOND LANE IN BUTTE a3# r COUNTY, CALIFORNIA., 1. THE OUTPUT PV SYSTEM SHALL BE CONNECTED IN ACCORDANCE WITH NEC ARTICLE' 690.64(B) TO THE MAIN PANELBOARD LOCATED ON THE EXTERIOR WALL OF THE ATTACHED �. = ' GARAGE OF THE MAIN RESIDENCE, 2. PV MODULES SHALL BE MOUNTED ON THE GROUND AS SHOWN USING STEEL PIPE AND 'ALUMINUM FRAMING OR EQUIVALENT. �3. THE PV INVERTER SHALL BE LOCATED ON THE SOUTH WALL OF THE LLAMA DEN UNDER THE Z EAVE.- 4. THE NEW PV MODULES SHALL BE WIRED_ IN TWO (2) PARALLEL STRINGS OF 14 PV MODULES,, ; Remove vegetation and debris from under FOR A 428 VDC NOMINACOUTPUT.Wand away from structure. Maintain 5. THE UNCOMBINED DC OUTPUTS FROM THE PV ARRAY SHALL BE ROUTED UNDERGROUND IN clearance for a fire safe environment SUITABLE CONDUIT.TO THE INVERTER. ' , - KEEP CALIFORNIA GREEN �RtVEI4Y WIK.DFIRES IN Ot!n COUNTY 6. THE DC OUTPUTS SHALL BE COMBINED AT THE PROVIDED TERMINALS AT INPUTS OF THE (E) MAIN INVERTER'S INTEGRATED DC DISCONNECT. r c 'RESIDENCE COMPLY WITH CALIFORNL4 (E) GARAGE , r ` . ` - ELECTRICAL CODE ARTICLE 20' ,. REQUIREMENTS FOR GROUNDING (E)'LLAMA AND BONDING40 DEN _ GENERAL NOTES' - 1 CALL FOR BUTTE, COUNTY J .N ,1. ALL WORK SHALL BE W ACCORDANCE WITH -THE 2013 CALIFORNIA ELECTRIC CODE (CEC), �, :" . , ; BUILDING INSPECTION BEFORE 2013 CALIFORNIA BUILDING CODE (CB), LOCAL MUNICIPAL CODE, AND LOCAL FIRE DISTRICT REGULATIONS. 18 ,� `<: COVERING TO •VERIFY - j .., INSTALLATION. 2. ALL EQUIPMENT SHALL BE LISTED AND LABELED PER RECOGNIZED ELECTRICAL TESTING } - '" 77 LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURERS' x ' - INSTRUCTIONS. J (E) MAIN SERVICE PANEL & (N) AC DISCONNECT . 3. PHOTOVOLTAIC (PV) MODULES AND INVERTERS SHALL BE WARRANTED FOR A PERIOD OF AT - LEAST TEN YEARS. �•';� x� s - (N) PV INVERTER - : 4. ALL OUTDOOR EQUIPMENT SHALL BE NEMA 311 (OR BETTER). t - - (N) SOLAR ARRAY 5. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE REQUIREMENTS OF CEC ARTICLE 250. } solar'. System 60 Oropond Lane Oroville, CA 95966 OWNER Steve Mackey 60 Oropond Lane - Oroville, CA 95966 [530] 589.4931 SYSTEM DESIGN Jason Jones BERKELEY RENEWABLES LLC 1200 5th Street, Suite 300 Berkeley, CA 94710 I[510] 520-6440 STRUCTURAL DESIGN :. Jessica Jones, PE, SE JK JONES CONSULTING & ENGIN S 7715 Ward Avenue a�FESS EI Cerrito, CA 94530 • ��Q �T HRY [510] 778-0607 C.9 LU "' 9764 m Y_ Y EXP.L2 -31 Submissions I�OF CAo-a date issue 8-7-2016 SUBMITTAL - 8-22-2016- RE -SUBMITTAL PARCEL NUMBER: 069-430-004-000 s. ALL PV EQUIPMENT SHALL BE INSTALLED PER CEC ARTICLE 690 sheet title SITE PLAN 7. ALL BACKFEED BREAKERS SHALL BE IDENTIFIED AS SUCH AND SHALL BE SECURED IN PLACE SCALE: 1 /64" =' 1' BY AN ADDITIONAL FASTENER PER THE REQUIREMENTS OF NEC ARTICLE 408.36 (D), BUTM"SITE PLAN 8. ALL CONDUCTORS AND TERMINATION SHALL BE RATED FOR 90° C MINIMUM. COUNTY,,, ' ' r� 01 9. PER CEC ARTICLE 690.31, ALL EXPOSED PV CONDUITS SHALL BE PERMANENTLY LABELED _ ? , SEP 0 2 2U16. sheet number WITH FADE RESISTANT MATERIAL AS "PHOTOVOLTAIC POWER SOURCE". INSTALL LABELS PERMIT#I ` -EVERY 10 FEET ON EXPOSED CONDUIT AND ON ALL PULL BOXES AND JUNCTION BOXES,- •, DEVELOPMENT Y BUTTE COUNTY DEVELOPMENT SERVICES ' - SERVICES r 1.0 R Ell l EW ED� FOIA CODE OMPLI CE a �� T DATE_ -7 (o BY Islo 8 � 9i16vi C riogc O 03 MIMWO Li t3ttS art n,C) fifi ` ` 1 ` d� � r l r + t �'32�JJP.IY?t1.-�,'3 1913ii>>16 t 1 VIAM G) t ~ r x. 00C rt OST-a-lzc for t j (5 ) '2 a�4 t erw�� r�,�2� �L . t t 4 elk th�C Klima,,,,• �la'31.13 x� �i�i�i'.II�J�b�t'�:.2 23G1Q6 {tt, � � �(.--'"'�,��'"� •� .7c'? ��A�";�?4___� _ 2r►oi8?irr��aue t i0?1,'!vli�,'�2IC CM k'A) '31.J2c.I r Edleb - JAT T cMSUP. IIM J-8 [ATTIMHJUC-39 3� U�'-S�'-8 fl:7Tg3i"� i v y i 1-1 ►.•1.'1 I CI}i?:?�3CJ �13T 8`l e OTC, WX 13C,r3 W3V A PO? 8TW3 EjRI(J�"3FI W'XTOtJH•Tt3-400 3H -I '3818"" P-30 8T'K v?J033 5TTU8 L11 3lr U �I'X"10Hp 09 TA -J0r38i? i i 3HT ii I\h3Tca'YP, ;JIATJ0V')TCHc, YTIOAvtA`.y .AMR0'tI_lA0 ,YTi/fJC)0 ? OiTtIA �3L; i ;TIVr 3::?ICAC iO?:�, iflr"::IT09VI r :j 98 JjAHP, M;T=YB V9 + UIITU0 31HT . f C13W)AiTA 39T 30 JJAW ROOM 5 3HT 11,11 CIIT,hOCd (jHA0I;?IjqVt,q WAM 3HT OT i8)I &Oee 30.33C! :15�IIAlti 31 i =?'J 30. CHAS) CIVA 1CIIc; J_33T8 av118U TWWOF18 8A C.iVIIJ Or J 91HII A0 0:j T I/,U k;; 38 ,!-1AH3 831( !C10M V9 S I A -J' A V I U )3 SO'OtAIh! L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --t STRING 2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I ( I I L------------ --------------- ---J ARRAY STRINGING PLAN . SCALE: NTS w VDC+ .VDC- STRING CONNECTION DIAGRAM SCALE: NTS STRING LENGTH PV MODULES PER STRING= 14 Voc = 14 * 37.6 = 526 VDC NEC 690.7 CORRECTION FACTOR (-7° C) = 1.13 Voc,max = 10 * 44.9 * 1.13 = 594 VDC SMA SUNNY BOY 6000TL-US-22, Voc,max = 600 VDC PV SOURCE CIRCUIT (TO INVERTER) NUMBER OF SOURCE INPUTS = 2 NUMBER OF PARALLEL STRINGS = 2 CONDUCTOR (12 AWG PV WIRE) = 30 A PER STRING Isc = 8.22 A NEC 690.8.A.1 FACTOR (SOLAR NOON) = 1.25 NEC 690.8.B.1 FACTOR (CONDUCTOR) =-1.25 Isc,max = 1 * 8.73 * 1.25 * 1.25 = 12.8 A NEC 690.31 FACTOR (60° C RATING) = 0.71 12 AWG AMPACITY = 30 * 0.71 =21.3A INVERTER OUTPUT CIRCUIT (TO MAIN SERVICE PANEL) PROTECTION (CIRCUIT BREAKER FOR BACKFEED) = 30 A CONDUCTOR (8 AWG THWN) = 40 A INVERTER OUTPUT CURRENT NEC 690.8(A)(3) => Isc,max = Icont,max POWER = 6000 W OUTPUT VOLTAGE = 240 VAC Isc,max = (6000/240) = 25 A NEC 310.15 FACTOR (4 CONDUCTORS) = 0.80 AMPACITY = 40 * 0.80 = 32 A X DC OPERATING CONDITIONS 14 MODULES PER STRING Pdc PER MODULE = 240 Wp Pdc=2* 14*240=6720W Vmp=14*30.6=428 VDC PER MPPT INPUT Imp = 1 * 7.87 = 7.87 A PER INVERTER Imp = 2 * 7.87 = 15.7 A PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO ,ECOMP�E M DATE � Solar .System 60 Oropond Lane Oroville. CA 95966 OWNER Steve Mackey 60 Oropond Lane Oroville, CA 95966 [530] 589-4931 SYSTEM DESIGN Jason Jones BERKELEY RENEWABLES LLC 1200 5th Street, Suite 300 Berkeley, CA 94710 [510] 520-6440 STRUCTURAL DESIGN Jessica Jones, PE,.SE X JONES CONSULTING & E 7715 Ward Avenue EI Cerrito, CA 94530 [510] 778-0607 �wQ-�\GP ✓ ��v C-0 L 6 ' T LU rn 9764 submissions date issue 8-7-2016 SUBMITTAL 8-22-2016 RE -SUBMITTAL sheet title STRINGING sheet number 1.1 Label, circuit breaker(s), disconnect(s), a. * fuse(s),switch(es) and their r ` - accessories, to identify their location UTILITY SERVICE 4 _ and or equipment ! • . ' ;T 5 1 .� . olar ` 6{ a. .. . System SOURCE CIRCUIT- "14'MODULES IN SERIES r 7 - . .. _ , _ . - - 15A x 2 _ 'V MAIN EEL ICE 60 Oropond Lane • - •• SMA SUNNYBOY 6000TL-US-22-240VACi' • 60 Or e, Cd Lane I -- _ w 95966 - OMBINER DC INVERTER AC 1200 A OWNER I, DISCONNECT r DISCONNECT 2,3 PZ AC Steve Mackey T _ 60 Oropond Lane i DC I I I I 130 Aa Oroville, CA 95966 ' ' —I — — -MAI, LDAP H P5US BAR I I T G tIAIL IS6I ED 17 A°ld OF RXi1KU SOURCE CIRCUIT I X14 MODULES;IN -SERIES-)- I �- - -- �- - - -� ..._ -- x 1 COMPLY WITH CALIFORNIA _ SYSTEM DESIGN Jason Jones ELECTRICAL CODE- ARTICLE 690 2 3 BERKELEY RENEWABLES LLC " — REQUIREMENTS FOR SOLAR (E) MAIN GROUND 1200 5th Street, Suite 300 • PHOTOVOLTAIC SYSTEMS i' - ELECTRODE Berkeley, CA 94710 SYSTEM ONE LINE DIAGRAM r SHEET NOTES 1510 52o -sago V --�- -- ---° -- - 1. LOAD BREAKERS ARE NOT GENERALLY SHOWN IN ELECTRICAL PANELS k' • . SCALE: NTS 1 = (N) GROUNDING ` , ,ON THIS SHEET. `ALL BACKFED PANELS SHALL INCLUDE A MAIN BREAKER - STRUCTURAL DESI N • ELECTRODE ); AND THE MAIN BREAKER SHALL BE PHYSICALLY LOCATED AT THE OPPOSITE ' END OF THE BUS FROM ALL OTHER BREAKERS THAT CAN FEED POWER TO Jessica Jones, JK JONES CONSS SeULTING & EN Q_ • EQUIPMENT SCHEDULE ' ITEM # DESCRIPTION PART NUMBER NOTES 1 ' - PV MODULE SW 240 MONO SOLARWORLD SW 240 MONO, WATT, 28 TOTAL ' 2 GROUND CLIPS WEE&DMC BOND EACH PANEL TO RAIL IN TWO PLACES , 3 GROUND LUG WEEBLug-6.7 . BOND EACH MOUNTING RAIL TO ECG ` 4 PV STRING N/A 14 PV MODULES WIRED IN SERIES STRINGS, 2 TOTAL 5 FUSE HOLDER ODYSSEY 30A MC4 IN LINE, MC4, 15 A FUSE, 2 PER STRING, 6 TOTAL 6 INVERTER SB6000TL-US-22 - 240VAC SMA SUNNY BOY 6000 WATT PV INVERTER, 600 VDC INPUT, 240 VAC OUTPUT 7 SAFETY SWITCH DG222URB EATON, 2 POLE, 240VAC, 60A 8 SERVICE PANEL N/A EXISTING, 240 VAC, 200 A CONDUIT AND CONDUCTOR SCHEDULE ITEM # CONDUCTOR TYPE WIRE GAUGE, NUMBER OF CONDUIT CONDUIT SIZE CONDUCTORS TYPE 1...= PV WIRE 12 AWG 4 BLACK PVC, BURIED 3/4" SCH. 80 BARE CU (EGC) 10 AWG 1 -BARE COPPER 2 THWN 8 AWG 3-R, 3-W, 1-G (EGC) PVC, BURIED 3/4" SCH. 80 3 THWN 8 AWG 1-R, 1-W, 1-G (EGC) PVC 3/4" SCH. 80 THE SAME BUS (PV BREAKERS, GENERATORS, ETC). ALL SINGLE DIRECTION 7715 Ward Avenue 10 Slpi� LOAD BREAKERS SHALL BE LOCATED BETWEEN THE MAIN BREAKER AND EI Cerrito, CA 94530 �1f,0 ,�pTHRy '4(F THE OTHER BACKFEED BREAKERS TO MINIMIZE OVERALL BUS LOAD. 15101778 0607 2. ALL CONDUCTORS SHALL BE MARKED ON EACH END FOR UNIQUE 764 N IDENTIFICATION: _ p /7 ,t 3. SMA INVERTER INCLUDES 2 MPPT INPUTS COMBINERS FOR 2 STRINGS EACH, AND AN INTEGRATED DC DISCONNECT. OF C111-�F � submissions t' 4. THE MINIMUM DEPTH OF UNDERGROUND CONDUCTORS RUN IN NONMETALLIC RACEWAYS (E.G. PVC CONDUIT AKA NMC) IS DESCRIBED IN date issue NEC TABLE 300.5 AS FOLLOWS: 8-7-2016 SUBMITTAL j 24" BELOW STREETS, ALLEYS, AND PARKING LOTS 8-22-2016 RE -SUBMITTAL 12" IN TRENCH BELOW 2" THICK CONCRETE OR EQUIVALENT 18" BELOW ONE OR TWO FAMILY DWELLING DRIVEWAY 5. WHERE NMC EXITS THE GROUND USE SCHEDULE 80 sheet title 6. REBAR ENCASED IN CONCRETE MAY BE USED AS A GROUNDING r ; ELECTRODE PROVIDED IT IS AT LEAST J" DIAMETER, AT LEAST 20 FT OF ONE LINE CONTINUOUS LENGTH PER NEC SECTION 250.52(A)(3) 7. THE FRAME OF EACH SOLAR PANEL IS TO BE BONDED AT TWO POINTS sheet number WITH A GROUNDING CLIP (WEER -DMC). EACH WEEB-DMC CAN BOND TWO SOLAR PANELS. PERM # 8 �OUNTYDF`JE:') a4ENI-r ERVICES 8. EACH PANEL MOUNTING RAIL IS TO BE GROUNDED VIA WEEB-LUGS RE�/� ��OR (WFFr;� r. RI wi-R 71 AMr) FrN IIPkAFKIT Rr)i winiki rwni If :T( )R t CODE C�Oh NCE DATE a BY MIMI �I��II11�111.��1111� z5ystem ' 60 Oropond Lane Oroville, CA 95966 OWNER 1%I��II11�1111��'' Steve Mackey = 60 Oropond Lane Oroville, CA 95966 [53015894931 9 SYSTEM DESIGN �lil3il(•�i�I��iiE�I��IiI��Nil�®I�I��fiiloil mm WIWI Jason Jones LBERKELEY RENEWABLE ` 1200 5th Street, Suite 300 SLLCBerkel 2 6 4 3 5 9 [510) 520 710 -6440 C r STRUCTURAL PLAN VIEW STRUCTURAL DESIGN SCALE: 3/16" = 1 Jessica Jones, PE, SE JK JONES CONSULTING & ENGINEERING 7715 Ward Avenue EI Cerrito, CA 94530 Q�OFES$/�N �- [510] 778-0607 O H NOTE: Optional diagonal brace is not required. w 764 N m 34 EQUIPMENT SCHEDULE R/1 it ITEM # DESCRIPTION PART+NUMBER QTY NOTES c , 5 1 PV MODULE SW 240 MONO 28 SOLARWORLD SW 240 MONO, WATT, 28 TOTAL submissions ql�O� IVtL a 2 PV RAIL XR-1000-168A 14 XR1000, RAIL 168" (14 FEET) CLEAR FINISH date issue 7 3 MID CLAMP 29-7000-108 42 IRON RIDGE A MID CLAMP, T BOLT 8-7-2016 SUBMITTAL a N 4 END CLAMP 29-7000-204 28 IRON RIDGE A MID CLAMP, T BOLT 8-22-2016 RE -SUBMITTAL -4 8 _ . 5 WEEB CLIP WEEB-DMC 28 WEEB GROUNDING CLAMP, 2 POINTS PER PANEL 6 WEEB LUG WEEBLUg-6.7 14 WEEB GROUNDING LUG, 1 PER RAIL N 1'-0" RAIL 29-7001-000 40 IRON RIDGE RAIL CONNECTOR sheet title GRADE 9 7 CONNECTOR ?:::.:,.+ ,::•.;..:.,:�..s. r:: 2 7'-6° 8 SGA TOP CAP, 3 70 -0300 -SGA 12 IRON RIDGE TOP CAP, 3" PIPE STRUCTURAL 101-0.1-9 3" PIPE, SCH 40 N/A 208 FT 3" STEEL PIPE (3.5" OD), SCH. 40, A53 GR B, GALVANIZED I sheet number 11 #4 REBAR N/A 160 FT #4 REBAR, 2 TOP AND 2 BOTTOM, EACH FOUNDATION 10 10 SECTION 1/2" = 11-011 1.3 CONCRETE NA 4 YDS CONCRETE, CAST IN PLACE, 3000 PSI MIN PE UTTE U 11 BUTTE COUNTY DEVELOPMENT SERVICES t. REVIEWED FOR C E CONAPLI C DATE BY _ - z5ystem ' 60 Oropond Lane Oroville, CA 95966 OWNER Steve Mackey = 60 Oropond Lane Oroville, CA 95966 [53015894931 9 SYSTEM DESIGN Jason Jones LBERKELEY RENEWABLE ` 1200 5th Street, Suite 300 SLLCBerkel 2 6 4 3 5 9 [510) 520 710 -6440 C r STRUCTURAL PLAN VIEW STRUCTURAL DESIGN SCALE: 3/16" = 1 Jessica Jones, PE, SE JK JONES CONSULTING & ENGINEERING 7715 Ward Avenue EI Cerrito, CA 94530 Q�OFES$/�N �- [510] 778-0607 O H NOTE: Optional diagonal brace is not required. w 764 N m 34 EQUIPMENT SCHEDULE R/1 it ITEM # DESCRIPTION PART+NUMBER QTY NOTES c , 5 1 PV MODULE SW 240 MONO 28 SOLARWORLD SW 240 MONO, WATT, 28 TOTAL submissions ql�O� IVtL a 2 PV RAIL XR-1000-168A 14 XR1000, RAIL 168" (14 FEET) CLEAR FINISH date issue 7 3 MID CLAMP 29-7000-108 42 IRON RIDGE A MID CLAMP, T BOLT 8-7-2016 SUBMITTAL a N 4 END CLAMP 29-7000-204 28 IRON RIDGE A MID CLAMP, T BOLT 8-22-2016 RE -SUBMITTAL -4 8 _ . 5 WEEB CLIP WEEB-DMC 28 WEEB GROUNDING CLAMP, 2 POINTS PER PANEL 6 WEEB LUG WEEBLUg-6.7 14 WEEB GROUNDING LUG, 1 PER RAIL N 1'-0" RAIL 29-7001-000 40 IRON RIDGE RAIL CONNECTOR sheet title GRADE 9 7 CONNECTOR ?:::.:,.+ ,::•.;..:.,:�..s. r:: 2 7'-6° 8 SGA TOP CAP, 3 70 -0300 -SGA 12 IRON RIDGE TOP CAP, 3" PIPE STRUCTURAL 101-0.1-9 3" PIPE, SCH 40 N/A 208 FT 3" STEEL PIPE (3.5" OD), SCH. 40, A53 GR B, GALVANIZED I sheet number 11 #4 REBAR N/A 160 FT #4 REBAR, 2 TOP AND 2 BOTTOM, EACH FOUNDATION 10 10 SECTION 1/2" = 11-011 1.3 CONCRETE NA 4 YDS CONCRETE, CAST IN PLACE, 3000 PSI MIN PE UTTE U 11 BUTTE COUNTY DEVELOPMENT SERVICES t. REVIEWED FOR C E CONAPLI C DATE BY _ r �.. ,r •a � _ fi �. j f1 t7 � � � -� ► }� iii � i ,•,. � .�,�t c, ^a � +; � - •f t ' I t+aaw - ( ;t•u i.i:�• t 1. !'d '�` y, ma , -" - •`ir' �° cv ca f+Z� U isMna Ld t -' Cm .ate L� Cj - :fit a "' t< % 1 c }i+S ! Cir rt 1 �u 0 { ' J !L7% (( tt�' G i i� .:t, ti <u ?' •c �� u�.� .=: 1 i j V ( c 4i i *1 t� �» .i1 CU 0 ii }'c frrui� l' o- i� is•+' (D tit j f) � —I �� i _� ( � � :�t r.. � `•�',. � ro.'� u ' c� .� �'• to I I ICo 100 3C N I �� Ct; - r,r rs c t°ti .l �' 0 v of CI (ice 0) y s ri � 11 �. � 3 O� _i1iii} t vt,��t tC,�, I Ct. <_,,,, i =•.; I > j>! 1 LU M r ^r C, tt i I'D Lij + f I } f k t I LI � � G j •� I G L . a7 t � C7 � �1 � "..} i O tII! t7l ` 0 C;3 TJ C t LL, Cit C+ J! �� �y. S i r+•' p r i C1J � {11 eJ Cw � Y) ` •�`�. 1 D -L,'( 1 w n LIJ I 4p 5c', # �� �r.: jcu �ts..�n to Lj �LU August 7, 2016 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Subject: Ground Mounted Solar Array 60 Oropond Lane Oroville, CA 95966 JK Jones Consulting & Engineering 12005 th Street, Suite 300 Berkeley, CA 94710 510-778-0607 jessica@jkjonesce.com BUTTE COUNTY AUG 12 2016 DEVELOPMENT SERVICES 316-176 a At the request of the property owner, we have analyzed the proposed structure for a solar energy system to be installed at the above address. We have found that the design is in compliance with the 2013 California Building Code (CBC). In particular, the structure and foundation design is sufficient to withstand the wind loads prescribed by chapter 16 of the CBC. Attached to this letter are a set of detailed calculations and cut sheets for the structurally relevant components of the system. Please contact me if you have any questions regarding the analysis herein. Sincerely, ? ' 597. AUP z c1\11 �a� ` 5� .CAS Jessica K Jones, RE, S.E. -G � PERMIT BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C 0g, 0 P!;:� CE DATE F tc� C,c�PY Site Conditions The soil in the area has been observed to have 1-2 feet of stiff silty clay through which is generally interspersed loose rock and gravel. Below this depth is found a continuous layer of soft rock (Class 1d). For the purposes of foundation design, we are ignoring the shallow rockandusi g_a-conservative soil classification of Class 4b. The allowable pressures fRr Class 4b soil is 6000 psf, but we are assuming a more conservative value of 2000 psf. 7 1eS Solc. S A Zc�oo Maximum Design Foundation Pressure 2000 psf Friction Angle 1280 Structure design The solar array consists of 28 Solarworld SW240 Mono panels arranged as 4 rows by 7 columns. The panels are mounted in landscape orientation. The structure is a simple column and continuous beam system. The columns & cross pipes are ASTM A53 Grade B standard weight (schedule 40) steel pipes, and use fittings and connectors provided by IronRidge. The tops of the columns are connected in the E -W direction cross pipes which cantilever over and extend past the end piers. Each beam is supported by four posts creating three spans of equal length. The connections between post and beam are made with IronRidge hardware (SGA Top Caps) specifically design for that purpose. Each solar panel is supported by two IronRidge supplied aluminum cross rails (XR1000). These rails span the two sets of beams, and each pair of cross rails supports a total of 4 panels. The cross rails are attached to the beams using IronRidge connectors specifically designed for this purpose (IRON RIDGE RAIL CONNECTOR 29-7001-000). The columns supporting the structure are embedded in cast -in-place, reinforced concrete footings. There are 4 total foundations, each of which supports two columns. The design of the metal structure follows guidelines developed by Starling Madison Lofquits, Inc. and provided by IronRidge (see attached). These guidelines provide allowable spans and configurations as a function of wind speed, exposure, and ground snow load. Per table 2A on page 8 of the report, the conditions on site dictate a maximum allowable beam span for a 4 module per column design of 194". The span in this design is 129". In addition, the same report indicates a maximum North/South column spacing of 7'-6" which is consistent with the proposed design. rrF 13UTTE COUNTY BUILDING DIVISION' APpR0\ Fixed Tilt Ground Mount Analysis Design Method: ASCE 7-10, Allowable Stess Design (ASD) Design Inputs Array Length Array Width Array Area Array Tilt Angle Exposure Category Ground Snow Load Basic Design Wind Speed (3 second gust) Wind Loads Risk Category Mean Height Kz (Velocity Coefficient Factor) Kzt (Topographic Factor) Kd (Wind Directionality Factor) Velocity Pressure (ASD) qh = 0.00256*Kz*Kzt*Kd *VA 2*0.6 Ib/ft^2*(0.6 ASD factor) G (Gust effect factor) Net Pressure Coefficients (Figure 27.4-4) Clear wind flow. interpolated for 250 Load Case Wind Direction = 0° Cnw Cnl Cnw Cnl A -1.6 -1.7 1.8 1.9 B -2.4 -0.4 2.3 0.8 Vertical Wind Loads Worst case average uplift net pressure coefficient (Cn) Net design pressure, uplift (p = qh*G*Cn*cos(25)) Net total uplift Worst case average download net pressure coefficient (Cn) Net design pressure, download (p = qh*G*Cn*cos(25)) Net total download Lateral Wind Loads Worst case positive net pressure coefficient (Cn) Net design pressure, lateral (p = qh*G*Cn*sin(25)) Net lateral load Overturning Wind Moment Worst case negative net pressure coefficient (Cn) Net design pressure, lateral (p = qh*G*Cn*sin(25)) Net lateral load Overturning Wind Moment BUTTE COUNTY BUILDING DJv�sto� PR®��� PX 13.2 ft 38.7 ft 509 sqft 25 0 B 0 psf 110 MPH) 1 5 f 0.85 1.00 0.85 13.43 psf 0.85 -1.65 =17.07 psf -8690 lbs 1.85 19.14 psf 9743 lbs 1.85 8.92 psf 4543 lbs 22716 ft -lbs -1.65 -7.96 psf -876 lbs -4378 ft -lbs Structure Details Number of Columns Column Material: 3" Pipe, Schedule 40, A53 Gr B Number of Beams Beam Material: 3" Pipe, Schedule 40, A53 Gr B Column spacing, along beam Column spacing, beam to beam Foundations (per footing): Length Width Depth Area Weight Number of footings Total Foundation Bearing Area Dead Loads PV Panels Steel Rails Foundations Total Dead Load 14.00 2.00 10.75 ft 7.50 ft 10.00 ft 2.00 ft 1.00 ft 20.00 sqft 2900 lbs 4 80.0 sqft 1308 lbs 1581 lbs 174 lbs 11600 lbs 14663 lbs 13 C UTTE 5UILOII,,4G DIVISIC,I`' Foundation Design Ecentricity Combined loads, worse case uplift Uplift Load, Wind -8690 lbs Dead Load 14663 lbs Net download 5973 lbs Net lateral wind load 4543 lbs Overturning wind moment 22716 Ib -ft Eccentricity € 3.8 ft e>L/6 1.7 ft Max Bearing Pressure 1664 psf Design foundation bearing pressure 2000 psf Combined loads, worse case download .Download, Wind Dead Load Net download Net lateral wind load 9743 lbs 14663 lbs 24406 lbs -876 lbs Overturning wind moment -4378 lb -ft Eccentricity € 0.2 ft e<L/6, compressive contact along length 0.0 ft Max Bearing Pressure 436 psf Design foundation bearing pressure 2000 psf Resistance to sliding at Foundation Soil friction angle 28 ° Soil friction coefficient 0.53 Combined loads, worse case uplift Uplift Load, Wind -8690 lbs Dead Load 14663 lbs Net download 5973 lbs Lateral resistance 3176 lbs Total lateral load 876 lbs Combined loads, worse case download Download, Wind Dead Load Net download 9743 lbs 14663 lbs 24406 lbs Lateral resistance 12977 lbs Total lateral load 4543 lbs IronRidge 1495 Zephyr Ave Hayward, CA 94544' Starling Madison Lofquist, Inc. a C1 rr: s u 1't:i. n.g Sst•ir u c•t u.r a! :a4n d#FF o r e,'rr 5"1'"C E, n;g r n ere•rs- 5224 South 39" Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fox: (602) 438-2505 ROC#291316 www.smleng.com Attn: Mr. David F. Taggart, Vice President Products Subject: Ground Mounting System — Structural Analysis — 4 Module Dear Sir: August 7, 2015 Page l of 51 We have analyzed the subject ground mounted structure and determined that it is in compliance with the applicable sections of the following Reference Documents: Codes: ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures California Building Code, 2013 Edition Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC -ES Aluminum Design Manual, 2010 Edition IronRidge Exhibit EX -0001 The structure is a simple column (pier) and beam (cross pipe) system. The piers & cross pipes are ASTM A53 Grade B standard weight (schedule 40) steel pipes or Allied Mechanical Tubing. Please refer to Exhibit EX -0001 for approved pipe geometry and material properties. The tops of the piers are connected in the E -W direction by the cross pipes which cantilever over and extend past the end piers. The cross pipes are connected by proprietary IronRidge XR1000 Rails spanning up and down the slope which cantilever over and extend past the top and bottom cross pipes. The solar modules are attached to the rails with IronRidge clamps. There are typically two rails per column of modules. Gravity loads are transferred to the piers and foundations by the rails and cross pipes acting as simple beams. For lateral loads the system is either a cantilever structure or, when diagonal braces are provided, a braced frame. The effect of seismic loads (for all design categories A -F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. The pier spacing in the N -S direction is 7'-6". The pier spacing in the E -W direction is selected from load tables determined by the structural design for the specified slope, wind load, and snow load. The governing criteria for the pier spacing is either the spanning capacity of the cross pipes or the cantilever capacity of the pier. Simplified Load Tables IA -F & 2A -F are included herein for reference. More comprehensive information covering all load combinations is available at the IronRidge website, IronRidge.com. PERMIT #"� pEVELOPM NT SERVICE Starling Madison Lofquist, Inc. S gUTrE COUN I 1 ` FOR •GE Consulting Structural V�i Lf- Czpv IronRidge Mr.David F. Taggart Ground Mounting System — Structural Analysis — 4 Module August 7, 2015 Page 8 of 51 Notes: see page 14 'Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -8— Table 2A -MAXIMUM PIER SPACING (in) 3" Unbraced Pipe Frame Snow Slope (deg) Wind Speed & Exposure Category psf 0 5 10 15 20 25 30 35 40 45 1 00 mph Exposure10mpB 0 224 224 218 213 202 194 186 175 149 127 10 197 197 195 193 191 190 186 175 149 127 20 169 169 168 167 168 170 172 175 149 127 30 158 158 157 157 159 162 164 171 149 127 40 144 144 144 144 147 151 155 162 149 127 50 131 131 132 133 137 141 146 154 149 127 60 121 121 121 123 129 134 139 147 149 127 105 mph Exposure B t 0 224 224 210 205 194 186 179 159 135 115 10 197 197 191 188 186 184 179 159 135 115 20 169 169 165 164 165 166 167 159 1 135 115 30 158 158 155 154 156 158 161 159 135 115 40 144 144 142 142 145 148 151 158 135 115 . 50 131 131 132 132 135 139 143 151 135 115 60 121 121 121 123 128 132 137 144 135 115 110 mph Exposure B 0 224 224 203 197 187 1 179 171 145 123 105 10 197 197 186 184 181 179 171 145 123 105 20 169 1 169 162 1 161 161 162 163 145 123 105 30 158 158 153 152 153 155 157 145 123 105 40 144 144 140 140 142 145 148 145 123 105 50 131 131 131 130 133 137 141 145 123 105 120 mph Exposure B 0 215 220 189 183 174 166 144 122 104 88 10 193 196 178 175 172 1 166 144 122 104 88 20 166 168 156 155 155 155 144 122 104 88 30 155 157 148 147 147 148 144 122 104 88 40 142 144 137 136 138 140 142 122 104_ 88 50 131 131 128 127 130 132 135 122 104 88 130 mph Exposure B 0 202 207 176 171 162 155 123 104 88 75 10 185 188 170 167 162 155 123 104 88 75 20 161 163 151 149 148 1 148 123 104 88 75 30 151 153 143 142 142 1 142 123 104 88 75 40 139 141 133 132 133 135 123 104 88 75 50 130 131 125 124 126 128 123 104 88 75, 140 mph Exposure B 0 190 195 165 160 152 144 106 89 76 65 10 178 181 162 159 .152 144 106 89 76 65 20 156 158 146 144 142 141 106 89 76 65 30 147 149 139 137 136 136 106 89 76 65 40 136 138 129 128 129 1 129 106 89 76 65 50 127 128 121 1 121 122 1 124 106 89 76 65 150 mph Exposure B 0 179 184 156 151 142 126 92 78 66 56 10 171 175 155 151 142 126 92 78 66 56 20 151 154 140 138 136 126 92 78 66 56 30 143 146 134 133 131 126 92 78 66 56 40 133 135 126 124 124 125 92 78 66 56 160 mph Exposure B 0 169 174 147 142 134 110 81 68 58 50 10 165 168 1 147 1 142 134 110 81 68 58 50 20 147 149 135 133 131 110 81 68 58 50 30 140 142 1 130 1 128 126 1 110 81 68 58 50 40 130 132 1 122 1 121 1 120 1 110 81 68 58 50 Notes: see page 14 'Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -8— SUNNY BOY 3000TL-US / 3800TL-US /4000TL-US / 500OTL-US / 6000TL-US / 700OTL-US / 770OTL-US SMA Certified InnovativePowerful Flexible • UL 1741 and 16998 compliant •Secure Power Supply provides • 97.6% maximum efficiency •Two MPP truckers provide • Integrated AFCI meets the require- i daytime power during grid outages • Wide input voltage range 1 numerous design options ments of NEC 2011 690.11 • Shade management with OptiTrac ; • Extended operating Global Peak MPP tracking temperature range SUNNY BOY 3000TL-US / 380OTL-US /4000TL-US / 5000TL-US / 6000TL-US / 7000TL-US / 770OTL-US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US/7000TL-US/7700TL-US represents the next step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTrac'm Global Peak mitigate the effect of shade and allow for ipeRlt$1,on at challen Jf�e' Secure Power oE`"Th" G Su I feature rovides da ime ower in the event of a rid outs e. Hi t�)fbrf[i(dbrfltbC,t��1ii3rkftCfve FP s9 PPY P y P 9 n 9 9 VIEWED FOR * features make the Sunny Boy TL -US series the first choice among solar professi CODE COIVIPLI BY CE 9tia rMPoatt DATE Cpv�T*4 i BUTTE pIV1SiGt�. BU1Lp1NG Technical data Sunny Boy 3000TL-US _ Sunny Boy 380OTL US Sunny Boy 4000TL-US 208 V AC :1 240 V AC I 208 V AC 240 V AC 1 208 VAC 1 _ 240 V AC Input (DC) Max. usable DC power (® cos 3200 W 426o W 4200 W_ Max,_DC voltage - _ 606V 600 V Rated MPPT voltage range _ _ _- 175 - 480 V 175 - 480 V 175 - 480 V MPPT operating voltage range _ 125_-.500 V _ (25 r S00 V _, __j , _ _ 125 - 500 V - Min. DC voltage /-short voltage _ --- - - 125 V / 150 V 125 V / 150 V -.- - -- 125 V / 150 V Max. operating input current / per MPP tracker _ 18 - / 15 A A 24A/15A _ - _- 24 A / 15_A - - Number of MPP trackers / strings.per MPP tracker , , - - - -2 / 2 - - Output (AC) _ AC nominal power 3000 W ;_ 333Q\A1 _ 3.840 W__.I't 4000 W Max. AC opparent-power i 3000 VA 33VA_ 3840 VA _-_ i', 30 4000 VA Nominal AC voltage ad ustable. 208 V 240V t 2 208 V • ?4QVI • AC age range IU -MV 1 264 V 1,83 22 1 - 264 V -18360 1-1 V AC rid frequency; - ron_ a C - - 60 Hz 59 3 60 5 Hz �9315 � 9 -- ` I 60 Hz 59 3 60.5 Hz ` - _Hz / 5903Az60.5 Hz - _, x output u current .__g ry Power factor, (cos P) _ Output has / line_connechons 1 / 2 _Harmonics. - <4% _._._ 11 <4/0 <4/ Efficiency Max. efficient CEC efficiency - _ - _ __ __ _ _ i 96 5% i !- 96 5% __ _ 1 96 5% � r -97.0 ? I 96 5% � - 97.0 Protection devices DC disconnection device _ _- . , • DC reverse -polarity protection _. __ • _. Ground fault monitoring monitoring-_" - - - -- -• / • AC short circuit protection _ ._ _ , _ __ -_ • __ _ _ ._ _ All -pole sensitive residual current monitoring unit - • Arc fault circuit B interrupter (AFCI) compliant to UL 1699 __ - • Protection class / overyoltage category - ,- IJ IV, ---- _ _ _ General data Dimensions (W / H / D) n mm (in) [ DC Disconnect dimensions (W / H / D) in mm (in) _ _ 187 / 97/ 1 -9617.4 -TI 1:71-7-M-7--, Packing dimensions (W in mm, (m)_ _ _ 23 617 / 597 / 266 (Z413 /- 5 / 10.5) DC Disconnect packing dimensions (W / H / D) m mm (in) - _ _= -- 370 / 240 /_280 4.6 9 4-/ / 11.9) - Weight / DC Daconme i weight_ _ -- - - -,24 kg (5316) / 3 5 kg (8 lb)___ - --- _ Packingweight/DCDisconnect.ackm wet ht _ _ , , P 9 9 _ _.. _. Operating temperature range _ i _ , - -40_°C . +60_°C (40 °F +140_'F) Noise emission (typical)g 25 dB(A), < 25 dB A < 25 Internal consumphon-at night < 1 W < 1 W < 1 W Topology ______ __ __- __ :l ._-__ Tronsformerless Tronsformerless �. _.. I - �Jransformerless Cooling__ Convection Convection _._ Convection Electronics protection rating- _- _ NEMA 3R _ _NEMA 3R _- i ' NEMA 3R Features -Secwe Power Supply. __. • • Display: graphic .___ • • Interfaces: R5485 / 5peedwire/W--bconnect - -- - 0 O/O _.._ _ 0/0 Warranty: 10/15/20 - - - - __-- _ •/O/ 0 _ _Certificates and permits (moreavailableon request) _. , , _ UL 1741, UL 1998, UL 1699BIEEE1547 - - - - FCC Part 1 S_(Class A & B) CAN/CSA C22.2 107.1 NOTE:USinverters ship with gray lids Type.designation _ SB 3000TL US22 r__ SB 3800TL US22 j' ,_ SB 4000TL-US22 ---------------------------------- I ------ ----------------------------, ••-••••-••••------------ 1-----------I--------------- ................ Efficiency curve SUNNY BOY 5000TL-US-22 240Vac ........................ Accessories ............................................................. ............. 98 Speedwire/Webconnect RS485 interface irtMot. DM-485CB-U&IO 96 ... ........ -1 .... _; I - - - ", ............ SWDM.US.10 9A 92 Fan kit for S8 3000/3800/ 9 4000/5000TL.US�22 FANKIT02-1 0 a 9 Eto 175 V) 88 El. 400 V) 86 Bo 480 V) 0.0 0.2 0.4 0.6 0.8 1.0 0 Standard feature 0 Optional feature Not available Output power / Rated power ................................... ............................... ...... ............................. i Data at nominal conditions Sunny Boy 5000TL-U5 - S-Unny,,B-oy.6.00OTLI-US,-,---",-,,j i . Sunny Boy 7000TL-US Sunny-, Boy 770OTL-US 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC 240 V AC J 208 V AC 240 V AC 5300 W 6300 W_ _ 7360 W B000 w 600 V 600V 600 V 600 V I 175 - 480V 210 - 4KV 245 .-_480 V 270 - 480 V ---- - 25 500 V 125-500 _125- �bb V 5��V 125 1,25 V 1,50_V - V /J_ 1�25 V 159V 125 V 1,50 V 10A/ 15 30 30A/18A -A A/15 -A ------ noo W 665 W 7680 W 4550 W_ _5 66ob-,-,- QOOW__ 7680 VA mo V.- -xv- 7 455Q VA_, 6000 VA 060 VA 5 V :­-, ­,­­_ 610 �Q A I 208 V J40__V� __qo 2,08 V -0 J'_ ?4qy/-O-, 9 V M V _Z�_ V_ I _2�0 V 211 - 264 V 83 M V 211 '--264-V 1 -211 183 211 4 83 - _7 60 1-121593,- 465 H;- .60 H___/5_?.),7 6 , 0 H , z -60.5 H 6 . 0 H z 59.3 - -6 0. - 5'Hz 25 A - -------- --- - - 22A -12 A, 2_ <40 <4/. 0 13'3 13 1313 0I 00 More efficient - Shade management Easier _ :. �.r 7ni FM ______4 Secure Power Supply Broad temperature range Flexible communications A NEW GENERATION OF INNOVATION-'. THE SUNNY BOY TL -US RESIDENTIAL SERIES HAS YET AGAIN REDEFINED THE CATEGORY._ . F Transformerless design., in all types of climates and for longer periods of Leading monitoring " time than with most traditional string inverters. and control solutions The Sunny Boy 3000TL-US :/ 380OTL-US / 4000TL-US / 5000TL-US / 6000TL-US / Secure Power Supply The new TL -US residential line features more ; 7000TL-US / 770OTL-US are transformerless than high performance and a large graphic ' inverters, which means owners and installers One of many unique features of the TL -US display. The monitoring and control options f benefit from high efficiency and lower weight. residential series is its innovative Secure M provide users with an outstanding degree of 's V A wide input voltage range also means the Power Supply. With most grid -tied inverters, flexibility. Multiple communication options t, inverters will produce high amounts of power when the grid goes down, so does the solar- allow for a highly controllable inverter ti ' under a number of conditions.' powered •home. SMA's solution provides and one that can be monitored on Sunny } 'daytime energy to a dedicated power outlet Portal from anywhere on the planet via an Additionally, transformerless 'inverters have during prolonged grid outages, providing Internet connection. Whether communicating s s been shown to be among the safest string homeowners with access to power as long as through RS485, or SMA's new plug -and -play z inverters on the market. An industry first, the TL- the sun shines. WebConnect, installers can find an optimal s .. US series has been tested to UL 1741 and UL solution to their monitoring needs. • -16998 and is in compliance with the arc fault Simple installation '. � .� •. �; N , requirements of NEC 2011. Wide Power Class Range ? • As a transformerless inverter, the '.TL -US o ' Increased energyproduction residential series is lighter in weight than Whether you're looking for a" model -to i its transformer -based counterparts, making �.r maximize a 100 A service panel or trying u , r 'OptiTrac', Global Peak, SMA's shade- it easier to lift and transport. A new wall - to meet the needs of a larger residential PV g A tolerant MPP tracking algorithm, quickly mounting plate features anti -theft security and system, the Sunny- Boy TL -US with Secure adjusts to changes in solar irradiation, which makes hanging the inverter quick and easy.'A Power Supply has you covered. Its wide I � v ,.. mitigates the effects ofishade and results in -` higher simplified DC wiring concept allows the DC range of power classes—from 3 to 7.7 kW— o4 total power output. And; with two MPP disconnect to be used as a wire raceway, offers customers the right size for virtually any trackers, the TL -US series can, ably handle saving labor and materials. residential application. The TL -US series is not ; complex roofs with multiple orientations or only the smartest inverter on the planet, it's also. string lengths. The 3800TL-US and 7700TL-US models allow the most flexible. F ' installers to maximize system size and energy An extended operating temperature range of production for customers with 100 A and 200 f.s' 40 'F to +140 'Fe nsures power is produced A service. panels. UTTE COU .' Toll Free +1 888 4 SMA USA BUILDING A R® V Pr www.SMA=America.com ^ J America, LLC ,:' .. 4r .�o a to vp Washer, Electrical Equipment Bond WEEB INSTALLATION INSTRUCTIONS For IronRidge Light & Standard Series Rails Only Please read carefully before installing. Burndy recommends that the sufficient details of the installation be submitted to the AHJ for approval before any work is started. - WEEBLug-6.7 WEEB Bonding Jumper -6.7 Products are tested to UL 467, CAN/CSA-C22.2 No. 41 US/ Canadian standards for safety grounding and bonding equipment. Document Number 104-0404-000039-003 HUBBELL, © 2012 BURNDY LLC. Page1 of 14 , WEEB COMPATIBILITY The WEEB family of products can be used to bond anodized aluminium, galvanized steel, steel and other electrically conductive metal structures. All installations shall be in accordance with NEC requirements in the USA and with CSA C22.1 -in Canada. The WEEBs are for use with modules that have a maximum series fuse rating of less than 25A. Standard Top Down Clamps The WEEBs used for bonding the PV modules to the mounting rails are compatible with various cross-sections of module frames. The following are examples of module frames that are. compatible. Notice that the WEEB teeth are positioned completely under the edge of the module frame. CpuN.�, guTTE GV\4S5 ON ED BUI�pIN ' RPR®� � The following is an example of a module frame that is incompatible with the WEEB. The WEEB teeth are positioned only partially under the edge of the module due to the lip on the top edge of the module. tirFTl witty Document Number 104-0404-0000397003 2012 BURNDY LLC. Page, 2 of 14 107 Top Down Clamps for Lipped Modules The following are a few variations of lipped solar modules mounted with inverted U-shaped clamps. Notice that the force which the inverted U- shaped clamp exerts is in line with the WEEB teeth. Low -Lipped Module OK The WEEB-DMC is not compatible with high lipped modules. The WEEB teeth do not intersect with the solar module frame. High -Lipped Module Document Number 104-0404-000039-003 © 2012 BURNDY LLC. Page 3 of 14 I� BUTTE COUNTY BUILDING DI\JISION APPROVE® WEEB COMPATIBILITY Module frames like those shown here may have a ridge or lip on the bottom edge of the frame that would prevent the WEEB teeth from fully embedding. U I Shown here is an example of a lip that will prevent the WEEB teeth from properly penetrating the module frame. This type of frame is not compatible with the WEEB. ❑X Shown here is an example of a groove that will prevent the WEEB teeth from properly penetrating the module frame. This type of frame is not compatible with the WEEB. NTY BUTTE BUILDING DIVISION Important Note: p'PPROVE® Inspect each module frame used with a WEEB to ensure that the bottom mounting face of the frame is flat, and that there are no hindrances to embedding WEEB teeth. Do not use a module with a frame that prevents the WEEB teeth from embedding fully. Document Number 104-0404-000039-003 LJILe-L)© 2012 BURNDY LLC. Page 4 of 14 WEEB-DMC on Boxed Module Frames Certain module frames do not have enough structural strength to withstand the force required to embed a WEEB. These frames will deform and therefore not allow sufficient penetration of the WEEB teeth. The general requirements for minimum module frame thickness of "boxed" type module frames are illustrated below. NO LESS THAN 3.Omm NO GREATER THAN 8.5mm NER imm , �eslll�4� Document Number 104-0404-000039-003 © 2012 BURNDY LLC. Page 5 of 14 SYSTEM OVERVIEW Use WEEB-DMC to _\� bond solar modules to module mounting rail. Use WEEB Bonding Jumper —to electrically connect mechanically spliced rails. Use one WEEBLug-6.7 assembly y per rail to connect system to • equipment ground conductor. Important notes 1. Use general purpose anti -seize compound on fastener threads when installing WEEBs. 2. The NEC section 690.43 states, "Exposed non-current carrying metal parts of module frames, equipment, and conductor enclosures shall be grounded in accordance with 250.134 or 250'.136(A) regardless of voltage." 3. WEEBs are intended for SINGLE USE ONLY. Functionality will not be guaranteed if reused. Lj I L (9 k� P Document 0039 003 2012 BURNDY LLC , age 6 of 1 4 WEEB-DMC ASSEMBLY OInverted U- Mid clamp shaped mid clamp WEEB-DMC *IAIEEB-DMC Pre -assemble WEEB-DMC to mid -clamp assembly as shown. Pre - assembling WEEB-DMC to mid -clamp assembly will contain the small. individual parts, reducing the possibility of losing parts during installation. G' Document Number 104-0404-000039-003 LAJ I L© 2012 BURNDY LLC. Page 7 of 14 TY ffijjs�ON Important note: BU- -VE COUN "'L BUILDING' DIVISIU Slightly lift solar module and slide WEEB-DMC and mid -clamp assembly into position. WEEB teeth will automatically be aligned under the edge of the module when the mid -clamp assembly is correctly installed. To correctly install mid clamp assembly, ensure that the bolt is perpendicular to the mounting rail. To correctly install WEEB-DMC, ensure that both sides of the solar modules are completely positioned against the mid -clamp. Refer to WEEB compatibility page for illustrations. Visually check that WEEBs are properly positioned. j Document Number 104-0404-000039-003 _ i� © 2012 BURNDY LLC. Page 8 of 14 I Important note: WEEBs are for SINGLE USE ONLY! Do not torque fasteners down if position of solar modules is not finalized. Only slightly tighten fasteners to keep modules in place. s - x When position of solar modules is finalized, torque fasteners to 10ft-Ib / • 13.5 N -m using general purpose anti - seize compound on threads. Assemble end clamp to manufacturer's specification B <JTTE COUN • BUILDING pl���;;l��t� A Document Number 104-0404-000039-003 © 2012 BURNDY LLC. Page 9 of 14 WEEB-DMC LAYOUT 0 EVEN NUMBER OF MODULES IN ROW X DENOTES PLACES TO INSTALL WEEB-DMC C X R = 4 X 1 WEEB-DMC NEEDED = C X R= 4 X 1= 4 ODD NUMBER OF MODULES IN ROW ` X DENOTES PLACES TO INSTALL WEEB-DMC CXR=5X1 N -p(. WEEB-DMC NEEDED = [C+1 ] X R = [5+1 ] X 1 6 BUTTE CO VISION gtJII.DINC" Note: When replacing a single faulty module, also remove the adjacent module which contacts the same WEEBs as the faulty module. This will ensure that there are never ungrounded modules in the array. Document Number 104-0404-000039-003 • , © 2012 BURNDY LLC. .. Page 10 of 14 WEEBLUG ASSEMBLY WEEB teeth towards rail - Slide bolt to desired position and slip bolt through WEEB-6.7 WEEB-6.7 Install WEEBLug-6.7 assembly and torque fasteners to' 10 ft -lb / 13.5 N -m using general purpose anti -seize compound on threads. BUTTE COUNTY Important note: gvILQ�NG piv�s�v PpFtov, 1. WEEB-6.7 that sits under the WEEBLug is for SINGLE USE ONLY! Ensure position is correct before tightening. 2. The WEEBLug-6.7 may be used with a maximum equipment ground wire of 6 AWG. Document Number 104-0404-000039-003_ © 2012 BURNDY LLC. _ Page 11 of 14 GROUND CONDUCTOR ASSEMBLY ujiLey Document Number 104-0404-00 C 2012 BURNDY LLC.0039-003 Page 12 of 14 ,tor ....i. t gD-ISE Ivl;�lV� . gull-dING D ppP RwEIL WEEB BONDING JUMPER -6.7 ASSEMBLY The flexible WEEB Bonding Jumper can be mounted on all rail splices including expansion joints in different ways shown below. Torque to 10 ft -Ib / WEEB Bonding 13.5 N -m using general Jumper purpose anti -seize �. Fcompound on threads. WEEB Bonding Jumper Torque to 10 ft -Ib / 13.5 N -m using general purpose anti -seize compound on threads. . GUtAT .BU�T�pIVISh::,s�. Route WEEB Bonding Jumper as shown above if the edge of s r Imbdule lands between two splice rails. Document Number 104-0404-000039-003 ujiL.ey © 2012 BURNDY LLC. _ Page 13 of 14 LOW LIPPED MODULE INSTALLATION Customer Service Department 7 Aviation Park Drive Londonderry, NH 03053 1-800-346-4175 1-603-647-5299 (International) Document Number 104-0404-000039-003 © 2012 BURNDY LLC. Page 14 of 14 BU-�T I G0\ jVM Dwjsg O BDIiDING r IQUALITY ' . E F •" 4 :SW 240, mono /Version 2.0 a World-class quality ,uv� tl f i Q�ar+ied,iECeia,s tested, • tthat the company an sets as its benchmark for afety ��0 IEC61730 DV E its sites worldwide. o oto Periodic Inspection ' SolarWorld Plus -Sorting Plus -Sorting guarantees highest system efficiency. SolarWorld only delivers L .,, us C. modules that have greater than or equal to the nameplate rated power. Intertelk 25 years linear performance guarantee and extension of product warranty to 10 years IQUALITY ' . E F Sunmodule;"' •" 4 :SW 240, mono /Version 2.0 I ' Sunmodule;"' :SW 240, mono /Version 2.0 World-class quality ,uv� tl Fully -automated production lines and seamless monitoring of the process Q�ar+ied,iECeia,s tested, • tthat the company an sets as its benchmark for afety ��0 IEC61730 DV E its sites worldwide. o oto Periodic Inspection ' SolarWorld Plus -Sorting Plus -Sorting guarantees highest system efficiency. SolarWorld only delivers L .,, us C. modules that have greater than or equal to the nameplate rated power. Intertelk 25 years linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance degression of 0.7% p.a. in C&US LISTED IM the course of 25 years, a significant added value compared to the two-phase °"°°°°°'•°'°"'°°°'­'°^°' Made in UFA warranties common in the industry. In addition, SolarWorld is offering a product warranty, which has been extended to 10 years.` 'in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty 1�J!%. i7S�i SOLARWORLD PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES www.solarworld.com REVIEWED FOR CODE �On/I6'LI CE We turn sunlight into power. DATE 9 BY rt Lj�_ r coy i . T SunmoduleT/m SW-02-5003US 07-2012 SW-240 mono/Version 2.0 PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)' PERFORMANCE AT 800 W/mz, NOCT, AM 1.5 - r T SW 240 SW 240 Maximum power P 240 WelMaximum ' power - - Pmar 175.4 Wp Open circuit voltage V 37.6 V Open circuit voltage V 34.2 V Maximum power point voltage V 30.6 V I Imaximum po_ wer pointvoltage Vmw 27.9 V Short circuit current I 8.22 A Short circuit current 1 6.63 A Maximum power point current hew 7.87AMaximum powerpointcurrent-Imnc 6.30A - 'STC:l000W/m2,25•C,AM1.5 Minor reduction inefficiency underpart islload conditions al25•C:at200W/m�,95% , • - (+/-3%) of the STC efficiency (1000 W/m�) is achieved. ' THERMAL CHARACTERISTICS COMPONENT MATERIALS ~ NOCT 46'C ' -' Cells per module � 60 TC 1 0.004 %/K ' _-0.30 Cell type Mono crystalline TC v. %/K 'TC Cell dimensions 6.14 in x 614 in (156 mm x 156 mm)1 P -0.45 %/K PP Front tempered glass (EN 12150) Operating temperature 40'C to 85°C _ Frame Clear anodized aluminum ` hV wivnsfa SohrWoAO Scit+module VWs $W 240monw at Weight - 46.7 lbs (21.2 kg) '2YCcaUOomperSwie Ro `„ ..,-. .�.•.-; SYSTEM INTEGRATION PARAMETERS `r) J-.�,.... _ 3 „•V ti—.. r= i000wkr . Maximum system voltage SC II 1000 V su Max. system voltage USA00 V - NEC 6 ' t r—kpgvrks' Maximum reverse current 16 Al �D Vow t Number of bypass diodes 3 x0 _10 —tuowvr�, - UL Design Loads' Two rail system 113 psf downward , Lo _ - _ 64 psf upward • Qb : _ .. f UL Design loads' Three rail system 170 psf downward 64 psf upward Y'nwdmerderM,. - - 113 sfdownward IEC Design Loads' Two rail system 50 sf u ward 50P---p - .. '- ♦ 'Please refer to the Sunrnodule installation instructions for the details associated with - • .- - • ♦ z a „ ' _ these load cases. - ADDITIONAL DATA Power tolerance'l _0W /+5 WP J-Box IP6S 4 , 65.94 (1675) ' ,, 41.34 (1050) - MC4 Module efficiency 14.31%, Fire rating (UL 790) Class C 0.6 15.3 i VERSION 2.0 FRAME Compatible with "Top-Down" mounting methods -' - ` ♦Grounding locations: 4 corners of the frame .5(12.65 0.6 1 S.3)' 0VA - 39.41 (1001) 1.22 (31) + \�\� O k `� \NGo XJ 1) Sunmodules dedicated for the United States and Canada are tested to UL 1703 Standard and listed your SolarWorld representative to confirm which laboratory has a listing for the product. by a third party laboratory. The laboratory may varyF y u an region. Check with - r 2) Measuring tolerance traceable to TUV Rheinland: +/- 2% (TUV Power Controlled). - • 3) All units provided are imperial. 51 units provided in parentheses. _ • SolarWorld AG reserves the right to make specification changes without notice. a - MAlEkih! F� EXHIBIT: EX -0001 FINE;H DESIGN CRITERIA & MATERIAL SPECIFICATIONS: PER ASCE 7-10/WIND LOADING MAXIMUM MODULE WEIGHT IS 3 psf ALUMINUM XR1000 RAIL MODULE HARDWARE 300 SERIES OR 18-8 STAINLESS STEEL APPROVED PIPE: - ASTM A53 GR B, GALV. SCHD 40 - ALLIED MECHANICAL TUBING, 45 KSI, 8 GA, GALV EQ DISTANCE 6" MAX FINAL GRADE .I PROPRIETARY AND CONFIDENTIAL " DO NOT - iN /^ WFOF''ATUNCONTAWEDfNPWOMVASlS WLEPFOFMyOF SCALE DRAWING DtONP.tOGE WC.A)IYpFy&OWICipYNIAFt0443A WHOlEWPNOVT TNEWFRTPlI PENt03SWN OF OtON EINC. 5FROMM 4 MODULE ROWS, 3" PIPE G 14' MAX F--\ :LAMP 1LE CONNECTION 1000 RAIL EQ DISTANCE-'` Y E SCA AIL E4 XR1000 RAIL TILT ANGLE VARIES VARIESq I i 2'-6" 85.44 3" GALVANIZED PIPE 6" MAX T-6„ DETAIL G SCALE 1:6 MID CLAMP MODULE CONNECTION TO XR1000 RAIL DETAIL F SCALE 1 : 4 APPROVED&' PIPE ,'A LIED.MECH. TUBING; 8 GA ALLIED MECHANICAL TUBING "' 45 ksi YIELD STRENGTH - GALVANIZED (ALLIED FLOCOAT;. GATORSHIELD, OR HOT DIPPED) Lssm TOP CAP SET SCREW INSTALL TORQUE;;16;ftlbs," 3500 m .- SCHD- 40'PI,PE -`ASTM A53 -GR 6 35 ksi YIE[D`STRENGTN„_„ = HOT DIPPED GALVANIZED - .216 in TOP -CAP. SET"SCREW INSTALL TORQUE: 20 VIbs; r-3.500 In GP<:,4N SO 05.90-2014 XR1000 RAIL CONNECTION DETAIL CH EKED SM -2014 /�� RON RI DGE TO HORIZONTAL CROSS PIPE PERMIT# ENG APPR. — (CONNECTOR, RAIL SGA 3") BUTTE COUNTY DEVELOPMENT SERVICES MFG APP2. — — GROUND MOUNT SYSTEM 3" PIER, REVIEWED FOR C� COiVI PLI NC DIMENSIONS ARE IN 5 PIPE INCHES. 4 SOLAR MODULE ROWS TOLERANCES: 5¢E GYfG. NG. XX: +/- .030 EX -0001 a BY xxx: +/-.010 ANGLES: +/-1D SCALE:1:25 WEIGH: SHEEP2 OF " EXHIBIT: PLAN VIEW (6 PIER LAYOUT SHOWN 0.4 X L (MAX) 0.4 X L (MAX) PIER SPACING PIER SPACING -- ----------- I I --I II II r-- ----------- --- II II -- --------------- II 11 -- ----------- ---------- --fi II II r--------------- --� I I I I 1 --------- --------_ II II II -- -- II II II --------- -- --------_ -- — — II II II — — FEE"— -- ----------- -- ---------- II II II -- -- - I 1 I ------ — _---- --- , I L-- ----------- II —J L-- II ----------- --J L-- II ----- ----- --JL ------------- II --J L— I ----------- --J --i F--1 --- ------- --- i F— ----- ---- --- i F-- ----------- ----------- I Q I n I I I I n I a I I I n I tl I I I tl I n 1 I 1 n I n I I tl I tl I 1 I 1 tl I n I I I n I tl 1 I I' 1 n I A I I I Q I tl I I tl I I II I U I tl II I n I tl II I n I tl II I p I gnu, I oil L-- ----------- I ii —J I L-- U 11 p li ----------- --J L-- a I �i a ii ----- ----- --J I L-- ----------- Q I U ii --J I �� L— Q I n -------------- ---------------------- n tl .--I__ ;--n n--;i--n ----------- n ----n ----------- tl--��— ----------- n tl d �i n n U n ii n i In n tl — n L ------------- n --JL — — — —— ----- JL n — ------- — —————— 11 n11 tlL-------------J -- J -- ----------- I I ---------- --��-- ----- ----- --��-- ----------- --��— ,----------- --� n --------- 1 I I I II I I -- I I --------- -- II I I -- I �� -- II I I I ------------ I -- Li IIu I I I --------- luI I I I I I I d I I I II I I I I II I I I I I t7 I II I I I I II I I I I d I I I I II -- J I L-- 11 --JL-- ----------- II --J L-- ----------- -- VS cooWN gIL� p1VIS1p�- pING g AP� 0� � - Fia, GR - CGMWENi5: SO CROSS PIPE /,--XR1000 RAIL MODULE SUPPORT SLOPE DOWN SOLAR MODULE r. EX9'lBIT: EX -0001 - NORTH VIEW VARIES VARIES 2'-6" U -BOLT 1 PIECE CAST ALUMINUM MOUNTING C PIER SPACING r GALVANIZED PIPE DETAIL D CONNECTION BETWEEN VERTICAL PIER SCALE 1 :6 AND HORIZONTAL CROSS PIPE gvTNG pIV151-�`� gvlL PRQ���,� A� i.CONTENTS - //r DISCLAIMER.............:.....:......................:................................... ................ .......................................... ........................................................... .......................................................... CHECKLIST .......................:.: , 1,.,BUILD„BASE ......:.....................::. - :.............. 1 ................................................................................................................................................................................................................................ 3 , 2.,CONNECT,SUBSTRUCTURE.............................................:....'...........................................................................:....................................................................................................................................3 3... PLACE, RAILS.... .............................................................................................................................................'................................ , ............... ................. 4. SECURE LUGS , 4 • i.............................................................................................:...............................'.....:....................................... ........................................._......................................................... ........... ............. ....................... e� +:5.,CLAMP,MODULES..........................:...................................................:::'. . 4; ......................................................................................................................................................................................................... 5 . r DIAGONAL:BRACES.(OPTIONA MOL....................................: ,UNDERC.PS( IONAL ,..........:................................... .:..........'.......:.............:......:.......................................:.....................:...'......:'.................:..........'.:.:.:...:..........:6 - END CAPS..(OPTIONAL).............................:....................................:. ..'.6' .. ' ................................................................................................................................................................................... . • WIRE CLIPS .........................................................................................................................................:....:...:...............:....:....-............. .. ....................... ...................................................... WARRANTY DISCLAIMER -.This manual describes -the proper installation procedures and provides necessary standards required for product reliability: and warranty. All installers must thoroughly read this manual and have a clear understanding of the installation steps and procedures priorto installation. Failure to follow these guidelines may result in property damage, bodily injury or even death: is s t IT IS THE INSTALLER'S RESPONSIBILITY TO:,. _ " `• Ensure that the installation is completed by a licensed solar professional. 1 Comply,with all applicable local or national building codes, including any that may supersede this'manual. • =Ensure all products are appropriate for the installation, environment, and array under the site's loading conditions. • _ _Use only IronRidge parts or parts recommended by IronRidge; substituting parts may void any applicable warranty. '. Review the Design Assistant, Engineering Design Guide, and Certification Letters to confirm design specifications:. • Comply with all applicable fire codes including, but not limited to, keeping walkways clear. and avoiding obstacles. ' 'Ensure provided information is accurate. Issues resulting from inaccurate information are the installer's responsibility. ` Confirm with the module manufacturer that Ground Mount is compatible with the selected module.: Validate foundation parameters prior to installation, as a local geotechnical report may be required to assess ground conditions. Weirecommend consulting with a local engineer familiar with local regulations and build site requirements, , F • including soil conditions,.terrain and load criteria. All parameters may impact foundation requirements.', Ensure safe installation of all electrical aspects of the array. All electrical installation and procedures should be • + conducted by a licensed and bonded electrician or solar contractor. All work must comply with national, state and local ' installation procedures; product and safety standards. BUTTE COUNT . BUILDING DIVISION APPROVED o 2015 IRONRIDGE,• -• . MOUNT INSTALLATION '❑ Verify module compatibility with Ground Mount.. ' 'O Purchase 2" or 3" schedule 40 steel pipe ASTM A53 Grade B) or mechanical tubing (Allied, Flo -Coat and ► Gatorshield) for structure. O Verify that needed components have been obtained. Contact your local distributor for any additional parts. TOOLS REQUIRED R ❑ Post Hole Digger or Powered Auger ,w '-0- Socket Drive (7/16", 9/16", and 1/2" Sockets)' t 0 - ',Torque Wrenches (0-240in-lbs and 10-40 ft -lbs) ❑ ,Transit, String Line, or Laser Level ❑ 3/16" Allen Head TORQUE VALUES, - 0' Top Cap Set•Screws (3/8"46) +Schedule 40 Pipe: 240 in lbs ' 2" Allied Mechanical Tubing: 132 in -lbs 'Y 3" Allied Mechanical Tubin 192 in -lbs XR1000 Rails Aluminum Top Caps Aluminum 120 or 84 in -lbs Mid Clamps. Aluminum } •c SECONDARY COMPONENTS ❑' 4Top Cap U -Bolt Nuts (3%8"-16): 180 in -lbs ` kO Rail Connector Bracket Nuts (3/8"-16): 204 in -lbs 0 ` Rail Connector U -Bolt Nuts (3/8"-16): 60 in -lbs ❑ Grounding Lug Nuts (1/4"-20): 120 in -lbs ❑ Grounding Lug Set Screws (1/4"-20): 84 in -lbs 0: End Clamp Nuts (1/4"-20):,84 in -lbs - - ' 0 Standard Mid Clamp Nuts (1/4"-20):120 in=lbs ❑ Grounding Mid Clamp Nuts (1/4"-20): 84 in -lbs r' (55 in -lbs for SunPower Modules)_ •" ❑ ..Diagonal Brace Hardware (1/2"-13): 480 in -lbs 0s Under Clamp Nuts (1 /4"-20): 120 in -lbs Wire Clips Polycarbonate 204 & 60 in -lbs =Rail Connectors Aluminum ' 4..". . •-- 84 in -lbs '. n • . 1 End Clamps Aluminum- .. -� � .. .-.1.•� •. 120 & 84 in -lbs Grounding Lugs Tinned Copper & SS 120 in -lbs ''4• r' j. V. . Under Clamps Aluminum - • 480 in -lbs �, 1 End'Caps M Diagonal Braces PolycarbonaBtUTTEOOUNTY Aluminum + wr, r BUILD BASE /lr 'T A: MARK LOCATIONS A - r,:;: titEstablish pier locations. Once grid of pier locations.has ` - been set, verify all angles are square. O Spacing varies with load conditions. Consult engineering specs. IN B. POSITION PIERS r Excavate for foundations, insert vertical piers,, and pour, _ concrete foundations. Make sure vertical piers are plumb, level, and square, in parallel rows, evening tops with level. © For concrete foundations, brace piers until cured. ^.© In some cases, cross bracing is required to provide extra support for piers. If required, install Diagonal Braces at this time. " t Ss • CONNECT2. SUBSTRUCTURE A. MOUNT TOP CAPS A , a Mount a Top Cap on each pier. Wait to tighten set screws., *' ❑✓ If using Diagonal Braces, install them prior to Top Caps. ON B: LAY CROSS PIPE Set cross pipes/tubing in Top Cap grooves. Attach with 34'-16 U -bolts, flange nuts, flat washers, and lock washers. Torque U -bolts to 180 in -lbs. Complete and align entire assembly. Torque Top Cap set screws to 240 in -lbs r: for Schedule 40 Pipe, 132 in -lbs for 2" Allied Mechanical 4 Tubing,•and 192 in -lbs for 3" Allied Mechanical Tubing. 3. PLACE RAILS A. ATTACH HARDWARE ` tiOn ground, attach Rail Connector bracket to rail by sliding, 3/8"716 bolts into side slot. Space out to match pier ;� t •'Spacing. With bracket in place, finger tighten flange nuts onto bolts. Repeat for remaining Rail Connectors. O✓ If using Mid Clamps with hex bolts, slide provided 1/4"-20 bolts into top slot of rails at this time. Space bolts for panel spacing. ❑✓ Tape ends of rail, to keep bolts from sliding out while moving. , t i ,a c f J :f h B. FASTEN CONNECTORS Center rails on cross pipes, leaving equal distance on ends. Secure with Rail Connector hardware: 3/8"-16 ',U -bolts, flange nuts, flat washers, and lock washers. Torque U -bolt to 60 in -lbs and bracket to 204 in -lbs. ❑✓ Spacing between rails should align with module mounting holes. •�' Z • f'1 tR V lr� 1 4 SECURE WEEB LUGS f Review Wiley WEEB Instal lation'lnstructions, using 6-10' AWG (minimum) solid copper grounding wire. Torque hex _ -hut td 20 in -lbs and set screw to 84 in -lbs. V�jl� G Owls `v © 2015 IRONRIDGE, INC. VERSION 2.23 GROUND MOUNT INSTALLATION MANUAL - 4 A. END CLAMPS Place first module in position on rails, a minimum of 1.5" from rail ends. Secure End Clamps on rails, ensuring they are hooked over top of module. Torque to 84 in -lbs. B. MID CLAMPS B Slide Mid Clamp T -bolts in top rail slots, placing them flush "- against opposite side of module. Place second module orq into position on rails, against Mid Clamp bolts. Put a Mid �,y w .•„ _...._ :............. _. Clamp, then flange nut, on each bolt. Torque to 120 in -lbs. =� -._. Repeat for each following module. `\ OO Refer to WEEB Installation Manual for installing WEEB Clips. m If using Under Clamps or Wire Clips, refer to Page 6. `� • -•- L�� ' 0 If using Grounding Mid Clamps, refer to Grounding Mid Clamp ,�{ Kt '-''•c\�\ '``:�'-�. _ Installation Manual. nt :................ a C. END CLAMPS Place last module imposition on the rails, a minimum of 1.5" from rail ends. Secure End Clamps on rails, ensuring they are hooked over top of module. Torque to 84 in -lbs. _ ii �i,,.•r—.. �•�-� - �i'{�. �%��- �y�84 in -lbs .r.�✓ � �'� -. �� %'� � a D. REPEAT STEPS Clamp remaining module rows- 0 ows G� fy {dr r j i is p✓ If using End Caps, refer to Page 6. \:vN ` f f ' •�":;, f O2015-• •GE, INC. VERSION 2.23 GROUND MOUNT INSTALLATION DIAGONAL BRACES (OPTIONAL) Slide sleeve on north pier, 2-3" above the ground. Attach , -Diagonal Brace to sleeve with 1/2". hardware. Slide second Torque Hardware sleeve on south pier, raising Diagonal Brace to align holes to 480 in -lbs ,in sleeve and brace. Attach hardware and raise sleeve to , full extent 'Torque Diagonal Brace assembly to 480 in -lbs: s Sleeve . Diagonal Brace - South Pier s y { North Pier .1 • • . i 'tom Slide Under Clamp into side rail slot. Line up Under Clamp with module mounting holes and attach with hardware. " =H y Torque hardware to,j 20 in -lbs. ; 1 - } . • , ' , • ' , TO to r , _ , - •y 120 in -lbs , y END CAPS • • •4 . End Caps add a completed look and keep debris and pests from collecting inside rail. ` ' Firmly press End Cap onto rail end. WIRE CLIPS (OPTIONAinsert electrical wire accordingly. Close cl.ip once complete.L) Wire Clips offer a simple wire management solution. "Firmly press Wire Clip into top rail slot. Open clip and ©2015 IRONRIDGE, INC. VERSION 2.23GROUND MOUNT INSTALLATION MANUAL - 6 5 WARRANTY5 Effective for Products manufactured after April 1st, 2012, IronRidge provides the following warranties, for Products installed properly and used for the purpose for which the Products are designed: ~(a) Products with finishes (ie excluding without limitation Products that are mill finished) shall be free of visible defects, peeling, or cracking, under normal atmospheric conditions, for a period of three years from the earlier of (i) the date of complete installation of the Product or (ii) 30 days after the original purchaser's date of purchase of the Product ("Finish Warranty"); (b) components shall be free of structurally -related defects in materials for a period of ten years from the earlier of (i) the date of complete installation of the Product or (ii) 30 days after the original purchaser's date of purchase of the Product; and (c) components shall be free of functionally -related manufacturing defects for a period of 20 years from date of manufacture. The Finish Warranty does not apply to: (d) surface oxidation of the galvanized steel components or any foreign residue deposited on Product finish; and (e) Products installed in corrosive atmospheric conditions, as defined solely by IronRidge; corrosive atmospheric conditions include, but are not limited to, conditions where Product is exposed to corrosive chemicals, fumes, cement dust, salt water marine environments or to continual spraying of either salt or fresh water. The Finish Warranty is VOID if (f) the practices specified by AAMA 609 & 610-02 — "Cleaning and Maintenance for Architecturally Finished Aluminum" (www.aamanet.org) are not followed by Purchaser for IronRidge's aluminum based components; and (g) if the practices specified by ASTM A780 / A780M - 09 "Standard Practice for Repair of Damaged and Uncoated Areas of Hot -Dip Galvanized Coatings" are not followed by Purchaser for IronRidge's galvanized steel -based , =components. The -warranties above do not cover any parts or materials not manufactured by IronRidge, and exclude non -functionally - related defects, 'as defined solely by IronRidge. The warranties do not cover any defect that has not been reported to IronRidge in writing within 20 days after discovery of such defect. In the event of breach of or non-compliance with the warranties set forth above, IronRidge's sole obligation and liability, and the sole and exclusive remedy for such breach or non-compliance, shall be correction of defects by repair, replacement, or credit, at IronRidge's sole discretion. Such repair, replacement or credit shall completely satisfy and discharge all of IronRidge's liability with respect to these warranties. . Refurbished Product may be used to repair or replace the defective components. Transportation, installation, labor, or any other costs associated with Product replacement are not covered by these warranties and are not reimbursable. These warranties additionally do not cover (h) normal wear, or damage resulting from misuse, overloading, abuse, improper installation (including failure to follow professional instruction and certification), negligence, or accident, or from force majeure acts including any natural disasters, war or criminal acts; and (i) Products that have been altered, modified or repaired without written authorization from IronRidge or its authorized representative; and (j) Products used in a manner or for a purpose other than that specified by IronRidge. A formal document proving the purchase and the purchase date of y the Product is required with any warranty claim. , , Except as set forth above, IronRidge sells the Products on an "AS IS" basis, which may not be free of errors or defects,. and ALL EXPRESS OR IMPLIED REPRESENTATIONS AND WARRANTIES, INCLUDING ANY WARRANTIES ' OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE, QUALITY, WORKMANLIKE EFFORT, CORRESPONDENCE TO DESCRIPTION, DESIGN, TITLE OR NON -INFRINGEMENT, OR ARISING -FROM COURSE OF DEALING, COURSE OF PERFORMANCE OR TRADE PRACTICE, ARE HEREBY DISCLAIMED. BUILDING D1VIS1�3�� A © 2015 IRONRIDGE, INC. VERSION 2.23 GROUND MOUNT INSTALLATION MANUAL - 7 Butte County Departmelit of Development Services ,. PERMIT CENTER. 7 County Center Drive, Oroville, CA 95965 } Main Phone 530.538.7601 Fax 530.538.7785 - \ �11�itcccnwtv.net/dds SITE, PLAN Assessor's Parcel Number: ®® R ® © ® — DC7 Permit #: IC' Owner Name: 7 e/S Ad 11 Scope of Work: Q t 0 k,4O m ou q -f P/IOT"o V b L. -Y,4 /C 5 V3T(f/n Site Location: Contact name-, STtrV . 4)14c.9 9-y Phone- ,S 89 9 ,3 / -Flood Zone: Scale V'= (oOl _ :l%i' ^J14lM lEMCFS Y K:BUILDING\Amira Revised forms for review I 1-17-14Tully revised fonnsand documents 12-01-140BP-03 Site Plan Parser REV'D 8.13.14 AKM.doc SYSTEM DESCRIPTION I THESE DOCUMENTS DESCRIBE THE CONSTRUCTION REQUIREMENTS FOR A NEW 6.72 KW STC CAPACITY PHOTOVOLTAIC SYSTEM FOR THE RESIDENCE AT 60 OROPOND LANE IN BUTTE ; COUNTY, CALIFORNIA. - 1. THE OUTPUT PV SYSTEM SHALL BE CONNECTED IN -ACCORDANCE WITH NEC ARTICLE ; 690.64(8) TO THE MAIN PANELBOARD LOCATED ON THE.EXTERIOR WALL OF THE ATTACHED GARAGE OF THE MAIN RESIDENCE. 2. PV MODULES SHALL BE MOUNTED ON THE GROUND AS SHOWN USING STEEL PIPE AND _ ALUMINUM FRAMING OR EQUIVALENT. 0 3. THE PV INVERTER SHALL BE LOCATED ON THE SOUTH WALL OF THE LLAMA DEN UNDER THE Z h EAVE. 4.:THE NEW PV MODULES SHALL BE WIRED IN TWO (2) PARALLEL STRINGS OF 14 PV MODULES �` _fRemove vegetation and debris from under FORA 428 VDC NOMINAL OUTPUT. and away from structure. Maintain 5. THE UNCOMBINED DC OUTPUTS FROM THE PV ARRAY SHALL BE ROUTED UNDERGROUND COMPLY WITH CALIFOR/I/IA�y clearance for a fire safe environmont SUITABLE CONDUIT TO THE INVERTER. j KEEP CALIFORNIA GREEN . ELECTRICAL CODE- AR77CLE 250 PREVENT WILDFIRES IN BUrre COUNTY 6. THE DC OUTPUTS SHALL BE COMBINED AT THE PROVIDEIjMINALS AT INPUTS OF THIREQUIREMENTS FOR GROUNDING. INVERTER'S INTEGRATED DC DISCONNECT. COUN7y AND BONDING (E) MAIN RESIDENCE _ AUG 12 2016 (E) GARAGE DEVELOPMENT E LLAMA SERVICES ( )! _ 8 16 c(� DEN ��`' GENERAL NOTES CALL FOR -BUTTE COUNTY ' 1. ALL WORKSHALL BE IN.A000RDANCE WITH THE 2013 CALIFORNIA ELECTRIC_CODE (CEC), 18,'. BUILI2u�JC INSPECTION. BEFORE 2013 CALIFORNIA BUILDING CODE (CB), LOCAL MUNICIPAL CODE, AND LOCAL FIRE DISTRICT .REGULATIONS. i COVE.R.1iNG TO VERIFY INST/�,uLaTION 2. ALL EQUIPMENT SHALL BE LISTED AND LABELED PER RECOGNIZED ELECTRICAL TESTING �- LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURERS'(E) MAIN SERVICE PANEL & INSTRUCTIONS. o (N) AC DISCONNECT 3. PHOTOVOLTAIC (PV) MODULES AND INVERTERS SHALL BE WARRANTED FOR A PERIOD OF AT' LEAST TEN YEARS. (N) PV INVERTER 4, ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R (OR BETTER). �. •' (N) SOLAR ARRAY 5. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE REQUIREMENTS OF CEC, ARTICLE 250. , 6. ALL PV EQUIPMENT SHALL BE INSTALLED PER CEC ARTICLE 690 PARCEL NUMBER: 069-430-004-000 SITE PLAN 7. ALL BACKFEED BREAKERS SHALL BE IDENTIFIED AS SUCH AND SHALL BE SECURED IN PLACE SCALE: 1/64" = V BY AN ADDITIONAL FASTENER PER THE REQUIREMENTS OF NEC ARTICLE 408.36 (D). 8. ALL CONDUCTORS AND TERMINATION SHALL BE RATED FOR 90° C MINIMUM. 9. PER CEC ARTICLE 690.31, ALL EXPOSED PV CONDUITS SHALL BE PERMANENTLY LABELED WITH FADE RESISTANT MATERIAL AS "PHOTOVOLTAIC POWER SOURCE". INSTALL LABELS EVERY 10 FEET ON EXPOSED CONDUIT AND ON ALL PULL BOXES AND JUNCTION BOXES. PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO E COMPL-I CE DATE I BY 60 Oropond Lane Oroville. CA 95966 OWNER Steve Mackey 60 Oropond Lane Oroville, CA 95966 [530] 589-4931 SYSTEM DESIGN ` Jason Jones BERKELEY RENEWABLES LL 1200 5th Street, Suite 300 Berkeley, CA 94710 [510] 520 6440 STRUCTURAL, DESIGN Jessica Jones, PE, SE JK JONES CONSULTING & 7715 Ward Avenue l EI Cerrito, CA 94530 [510] 778-0607 C w 547 4 m oc EXP. Z ��qTF CIV 0- submissions date issue 8-7-2016 SUBMITTAL sheet title SITE PLAN sheet number 1.0 ill COY rl r SYSTEM DESCRIPTION I THESE DOCUMENTS DESCRIBE THE CONSTRUCTION REQUIREMENTS FOR A NEW 6.72 KW STC CAPACITY PHOTOVOLTAIC SYSTEM FOR THE RESIDENCE AT 60 OROPOND LANE IN BUTTE ; COUNTY, CALIFORNIA. - 1. THE OUTPUT PV SYSTEM SHALL BE CONNECTED IN -ACCORDANCE WITH NEC ARTICLE ; 690.64(8) TO THE MAIN PANELBOARD LOCATED ON THE.EXTERIOR WALL OF THE ATTACHED GARAGE OF THE MAIN RESIDENCE. 2. PV MODULES SHALL BE MOUNTED ON THE GROUND AS SHOWN USING STEEL PIPE AND _ ALUMINUM FRAMING OR EQUIVALENT. 0 3. THE PV INVERTER SHALL BE LOCATED ON THE SOUTH WALL OF THE LLAMA DEN UNDER THE Z h EAVE. 4.:THE NEW PV MODULES SHALL BE WIRED IN TWO (2) PARALLEL STRINGS OF 14 PV MODULES �` _fRemove vegetation and debris from under FORA 428 VDC NOMINAL OUTPUT. and away from structure. Maintain 5. THE UNCOMBINED DC OUTPUTS FROM THE PV ARRAY SHALL BE ROUTED UNDERGROUND COMPLY WITH CALIFOR/I/IA�y clearance for a fire safe environmont SUITABLE CONDUIT TO THE INVERTER. j KEEP CALIFORNIA GREEN . ELECTRICAL CODE- AR77CLE 250 PREVENT WILDFIRES IN BUrre COUNTY 6. THE DC OUTPUTS SHALL BE COMBINED AT THE PROVIDEIjMINALS AT INPUTS OF THIREQUIREMENTS FOR GROUNDING. INVERTER'S INTEGRATED DC DISCONNECT. COUN7y AND BONDING (E) MAIN RESIDENCE _ AUG 12 2016 (E) GARAGE DEVELOPMENT E LLAMA SERVICES ( )! _ 8 16 c(� DEN ��`' GENERAL NOTES CALL FOR -BUTTE COUNTY ' 1. ALL WORKSHALL BE IN.A000RDANCE WITH THE 2013 CALIFORNIA ELECTRIC_CODE (CEC), 18,'. BUILI2u�JC INSPECTION. BEFORE 2013 CALIFORNIA BUILDING CODE (CB), LOCAL MUNICIPAL CODE, AND LOCAL FIRE DISTRICT .REGULATIONS. i COVE.R.1iNG TO VERIFY INST/�,uLaTION 2. ALL EQUIPMENT SHALL BE LISTED AND LABELED PER RECOGNIZED ELECTRICAL TESTING �- LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURERS'(E) MAIN SERVICE PANEL & INSTRUCTIONS. o (N) AC DISCONNECT 3. PHOTOVOLTAIC (PV) MODULES AND INVERTERS SHALL BE WARRANTED FOR A PERIOD OF AT' LEAST TEN YEARS. (N) PV INVERTER 4, ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R (OR BETTER). �. •' (N) SOLAR ARRAY 5. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE REQUIREMENTS OF CEC, ARTICLE 250. , 6. ALL PV EQUIPMENT SHALL BE INSTALLED PER CEC ARTICLE 690 PARCEL NUMBER: 069-430-004-000 SITE PLAN 7. ALL BACKFEED BREAKERS SHALL BE IDENTIFIED AS SUCH AND SHALL BE SECURED IN PLACE SCALE: 1/64" = V BY AN ADDITIONAL FASTENER PER THE REQUIREMENTS OF NEC ARTICLE 408.36 (D). 8. ALL CONDUCTORS AND TERMINATION SHALL BE RATED FOR 90° C MINIMUM. 9. PER CEC ARTICLE 690.31, ALL EXPOSED PV CONDUITS SHALL BE PERMANENTLY LABELED WITH FADE RESISTANT MATERIAL AS "PHOTOVOLTAIC POWER SOURCE". INSTALL LABELS EVERY 10 FEET ON EXPOSED CONDUIT AND ON ALL PULL BOXES AND JUNCTION BOXES. PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO E COMPL-I CE DATE I BY 60 Oropond Lane Oroville. CA 95966 OWNER Steve Mackey 60 Oropond Lane Oroville, CA 95966 [530] 589-4931 SYSTEM DESIGN ` Jason Jones BERKELEY RENEWABLES LL 1200 5th Street, Suite 300 Berkeley, CA 94710 [510] 520 6440 STRUCTURAL, DESIGN Jessica Jones, PE, SE JK JONES CONSULTING & 7715 Ward Avenue l EI Cerrito, CA 94530 [510] 778-0607 C w 547 4 m oc EXP. Z ��qTF CIV 0- submissions date issue 8-7-2016 SUBMITTAL sheet title SITE PLAN sheet number 1.0 ill COY J'fl -t 1 �- iso •t � :>i()}j.!_}-'! cr; j US I` '1 U 0.1 LL' A ) ��* _ W g CJu ;1 S G� 13-{ > Cf Gi L- •.t1 : ` tl l CJ -{ _ 1 « C_ � D b D U.1 Q / '! till1� ;by al S za+ t� �yry>�, l L� fesf,, p `l "� W }T Z j N iit y y- C,,). Q x � L- M, G- f'�, ✓„ Ui -9 L1f p T7' t11 '� 11 S: r i > --i -i C�' ► L: ' { a i =" Lu ! ` Ltt CIO LU ^-1 -! C:1 ! 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C �_� = r: ZE 1 { f > (, FQ 1a Lit Q -'l "'{ lJ .."+'J,f .a%' > "A {_! (•~ t '`_i /� c� J L11 .11 .� C� L.. M+ � 111 > LIJ , Lu W :y; �) V .0 0 w C 1 _a: 1 >1 L . 1 L� L, :U = -.I.Q tti Q : , +__ ^ _� r1 J- 1 C "� 1y `s -i �=- ' +" t t1 .. r S D L .,R (\) :v LLI 7 L1f «' C { j 7 �`f L_ .. ] 3,,. =, - 9 t� A �it < t T. 1f� i. -) dui J .. • "� ;.. STRING 1'- /. � r �',� .` .< _� � . ":. ; .' ., �- � ��-� if � - _ • � - ' . _ � • r------------ '----------_---=----- --- L-------------------------------= STRING 2 r----------------------------------� - � I L--- - - - - - - - - - - - - - - - - - - - - - - J ARRAY STRINGINGPLAN SCALE: NTS .. . 1 _ . ' . .. / _ '. / • a ••. j. `, • VDC+ a _ • ' • _.VDC— _ V. [-G7tj D GND.. GND G D D G D ND GN G D G D GU GND STRING CONNECTION DIAGRAM - 1r•' SCALE: NTS • , :... Y " STRING LENGTH - • INVERTER OUTPUT CIRCUIT (TO MAIN SERVICE PANEL) DC OPERATING CONDITIONS ` . • ' ' PV MODULES PER STRING = 14 PROTECTION (CIRCUIT BREAKER FOR BACKFEED) = 30 A -, 14 MODULES PER STRING Voc = 14 * 37.6 = 526 VDC CONDUCTOR (8 AWG THWN) = 40 A F Pdc PER MODULE = 240 Wp NEC 690.7 CORRECTION FACTOR (-7° C) = 1.13 - - •. Pdc = 2 * 14 * 240 = 6720 W Voc,max = 10 * 44.9 * 1.13 = 594 VDC _ INVERTER OUTPUT CURRENT SMA SUNNY BOY 6000TL-US-22, Voc,max = 600 VDC NEC 690.8(A)(3) _> Isc,max = Icont,max 2 {, . '. Vmp'= 14 * 30.6 = 428 VDC POWER = 6000 W PV SOURCE CIRCUIT (TO INVERTER) _ OUTPUT VOLTAGE = 240 VAC " 4; ; : PER MPPT INPUT ,NUMBER OF SOURCE INPUTS = 2 Isc,max = (6000/240) = 25 A + - x• Imp = 1 * 7.87 = 7.87 A NUMBER OF PARALLEL STRINGS = 2 ' CONDUCTOR (12 AWG PV WIRE)'= 30 A NEC 310.15 FACTOR (4 CONDUCTORS) = 0.80 , _ +l ' PER INVERTER AMPACITY=40`0.80=32A Imp =2*7.87 '15.7A PER STRING Isc=8.22A NEC 690.8.A.1 FACTOR (SOLAR NOON) = 1.25 • t� ' NEC 690.8.B.1 FACTOR (CONDUCTOR) = 1.25 ' Isc,max = 1 * 8.73 * 1.25 * 1.25 = 12.8 A NEC 690.31 FACTOR (60° C RATING) = 0.71 _ + • `- }i PERMIT BUTrE�UN YDEVELOPMENT SERVICES 12 AWG AMPACITY = 30 ` 0.71 = 21.3 A 1 REVIEWED FOR ` CIODE COMPL-CE it DATE BY Solar. System' 60 Oropond Lane Oroville, CA 95966 r OWNER • # . Steve Mackey 60 Oropond Lane ' Oroville, CA 95966 [530] 589-4931 , F • , 3a�1. SYSTEM DESIGN Jason Jones BERKELEY RENEWABLES LLC % 1200 5th Street, Suite 300 l Berkeley, CA 94710 [510] 520-0440 STRUCTURAL DESIGN Jessica Jones, PE, SE JK JONES CONSULTING $ E 7715 Ward Avenue EI Cerrito, CA 94530 ��O Q`� Ry ✓ F [510] 778-0607 �� C OLo u, m • rn w 597 4 submissions EXP. Z �� CIVIL OF C A,0 date issue 8-7-2016 SUBMITTAL sheet title STRINGING k ' sheet number 1.1 • Ir f4fAv ice• { *. t F i 111 41S } a CV icy L o c ';'•�. I r }Cyt�iNr L �' - ti xst-�► - � t i "` i ` �' C_ C+,y, S� "C � � C� V" {:. U` r3'. I.*"- �i. ! =i M P . e. �r ° " `^' ` (• f 1 _ a `,, sU r'- ';� . c� , .c Lsi eaCo 4n lzi M Cr!iN f , i ?' itl , �1.e�' Ra "? "-* r.ri ,fit 0 �r v CJA it 'to ft . ._ Co 1� GE .� �C-.,>j .. C Lu . A) - � �--.. . r. - :�-r ;. 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Y S-C:aIC"i C1Q'C� li7• iC�LP.Cll � '•V C:i �-�-.T„••,� 1,,, L ft �?f✓i {1 1 i t c}.'Ci Ly in. s, t {.. Q, Or1)� Sar L3 C3 C t ' Provide separate grounding -conductor Provide r•.aadily accessible capability to c- ti from.main electric service panel to remote ' circuit bralcer(s), disconnect(s), - ' structures and remote subpanels CEC - _ _ fuse(s)s�"vitch(es) and their accessories '' -•= t Art 250.320 as requicd and defined in California - UTILITY SERVICE 1' 4 ElectricalCode Solar • ., .• - . -. { - - 6• � • . � - - " System' SOURCE CIRCUIT 14 MODULES IN SERIES7 MAIN ISERVICE `�- - 15A x 2 rSMA -7 P SUNNY BOY 6000TL-US-22-240VACEL 60 Oropond Lane I - �- Oroville, CA 95966 OMBINE DC ,INVERTER AC 200 A j DISCONNECT DISCONNECT OWNER Steve Mackey 2,3 AC r 60 Oropond Lane - 30 A _ Oroville, CA 95966 `, i, ►-cowLokn Du k - 77— X G NOT EXCEED J °lo OF TRF_ ZPM KG , SOURCE CIRCUIT - — - --- , L4 MODULES IN SERIES I 1 COMPLY WrrH CALIFORNIA 4r" SYSTEM DESIGN X 1 ELECTRICAL CODE— ARTICLE 110 ' 2 3 Jason Jones REQUIREMENTS FOR ELECTRICAL I 1 (E) MAIN GROUND BERKELEY RENEWABLES LLC J - 1200 5th Street, Suite 300 EQUIPMENT INSTALLATIONS= ELECTRODE Berkeley, CA 94710 SYSTEM ONE LINE DIAGRAM - sHEET"NC)TES [510] 520-6440 `. _ ' s ; '� + . 1. , LOAD`BREAKERS ARE NOT GENERALLY SHOWN IN ELECTRICAL PANELS SCALE: NTS = (N) GROUNDING •4 ON THIS SHEET. ALL BACKFED PANELS SHALL INCLUDE A MAIN BREAKER ELECTRODE AND THE MAIN BREAKER SHALL BE PHYSICALLY LOCATED AT THE OPPOSITE STRUCTURAL DESIGN END OF THE BUS FROM ALL OTHER BREAKERS THAT CAN FEED POWER TO Jessica Jones, PE, SE JK JONES CONSULTI Q'EQUIPMENT SCHEDULE .. ITEM # DESCRIPTION PART NUMBER NOTES .1 PV MODULE SW 240 MONO ' SOLARWORLD SW 240 MONO; WATT, 28 TOTAL 2 GROUND CLIPS WEEB-DMC BOND EACH PANEL TO RAIL IN TWO PLACES 3 GROUND LUG WEEBLug-6.7 , BOND EACH MOUNTING RAIL TO ECG 4 PV STRING N/A 14 PV MODULES WIRED IN SERIES STRINGS, 2 TOTAL. 5 FUSE HOLDER' ODYSSEY 30A MC4 IN LINE, MC4, 15 A FUSE, 2 PER STRING, 6 TOTAL 6 INVERTER SB6000TL-US-22 - 240VAC ' SMA SUNNY BOY'6000 WATT PV INVERTER, 600 VDC INPUT, 240 VAC OUTPUT 7 SAFETY SWITCH DG222URB EATON, 2 POLE, 240VAC, 60A 8 SERVICE PANEL, I N/A EXISTING, 240 VAC, 200 A ' CONDUIT AND CONDUCTOR'SCHEDULE ` ITEM # CONDUCTOR TYPE WIRE GAUGE NUMBER OF CONDUIT CONDUIT SIZE 'sheet number THE OTHER BACKFEED BREAKERS TO MINIMIZE OVERALL BUS LOAD. [510] 778-0607. ". CONDUCTORS TYPE 1 PV WIRE 12 AWG 4 BLACK PVC, BURIED 3/4" SCH: 80 EXP. BARE CU (EGC) 10 AWG 1 BARE COPPER 2 THWN 8 AWG 3-R, 3-W, 1-G.(EGC) PVC, BURIED 3/4" SCH. 80, 3 THWN 8 AWG - 1-R, 1-W, 1-G (EGC) PVC 3/4" SCH. 80 CC THE SAME BUS (PV, BREAKERS, GENERATORS, ETC). ALL SINGLE DIRECTION 7715 Ward Avenue �, F ✓p ��, I LOAD BREAKERS SHALL BE LOCATED BETWEEN THE MAIN BREAKER AND EI Cerrito, CA 9453 ,���g�GP 'sheet number THE OTHER BACKFEED BREAKERS TO MINIMIZE OVERALL BUS LOAD. [510] 778-0607. ". c 0 (n v" y R i;. ` i i • l • j&TTE COUNTY DEVELOPM SERVICES UJi� 7 t .1 rn CK REVIEWED FOR L, 2. ALL CONDUCTORS SHALL BE MARKED ON EACH END FOR UNIQUE CODE COMP, CE EXP. Z �% L - F3Y IDENTIFICATION. ,1- 3.= SMA INVERTER INCLUDES 2 MPPT INPUTS COMBINERS FOR 2 STRINGS CMI. Q- kFC EACH, AND AN INTEGRATED DC DISCONNECT. submissions 4.. THE MINIMUM DEPTH OF UNDERGROUND CONDUCTORS RUN IN date issue j ,NONMETALLIC RACEWAYS (E.G. PVC CONDUIT AKA NMC) IS DESCRIBED IN T NEC TABLE 300.5 AS FOLLOWS: 8-7-2016 SUBMITTAL - ` 24" BELOW STREETS, ALLEYS, AND PARKING LOTS I . 12" IN TRENCH BELOW 2" THICK CONCRETE OR EQUIVALENT 1-1 b. WFitHt NMG tAl 15 1 Fit UHL)UNU, Ubt SGIitUULt tSU 4 . 6. REBAR ENCASED IN CONCRETE MAY BE USED AS A GRC ;r ELECTRODE PROVIDED IT IS AT LEAST 2" DIAMETER, AT LE, CONTINUOUS LENGTH PER NEC SECTION 250.52(A)(3) . ' 7. THE FRAME OF EACH SOLAR PANEL IS TO BE BONDED A WITH A GROUNDING CLIP (WEEB-DMC). EACH WEEB-DMC SOLAR PANELS. 8. EACH PANEL MOUNTING RAIL IS TO BE GROUNDED VIA ' IWFFRI i in -R 71 AMr) P:nl IIPMFNT (;Rr)l imniNr. nrwni Ir Tr1R sheet title 4G )FTOF ONE LINE POINTS 'sheet number 0ND TWO R T#� j&TTE COUNTY DEVELOPM SERVICES LUGS REVIEWED FOR CODE COMP, CE DATE !6 L - F3Y rrj{ t t I i,LJl _ t 3 `v' '{ 1 ! iii Co r f• -•ti L..._.. Lei ! 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(--) 31) L•a -,,,'ri Lu CU '.�.� C.i UJ CJ .� i L11"T7 Lu Lu Uj co m [ -A .13 L �. i LD D., 11=> . r %_ 'S: i Al I '{ _teaSQ) ! iii Co r f• -•ti L..._.. rj IZ Ct (J A y i '••' (" 01 v ...� 4.''<.1 .13 x +.L`r .ai xA n u < n Ctrl{'C� 'i v J .,� cVii•m (v Yom. • n i�5 J r'Z3 Qai :.':1 '� + > 1 zoe> t�k '1 i;,1" % fl 1+ ..._ u: y � �. —f `ns, Y , I- CJ > LJ LU # t_� tit - I Q r i i CJ l_ c i11 Lt.f �l ':--- L ?� ttt:.+..----.-i.•.< PIN 9 Ut fU 71 _� '{! ' ! m S' y,<-- s Ju J) tJ (' 1 WSr > f ' / Us! (--) 31) L•a -,,,'ri Lu CU '.�.� C.i UJ CJ .� i L11"T7 Lu Lu Uj co m [ -A .13 L �. i LD D., 11=> . r %_ 'S: i Al trot FaRi1tA 2 I '{ ! r f• -•ti L..._.. Lei ! C -)LU t...fi -y ! 1 1' > k r•+ vo !c LUl S. � -� �=� > ' • I 4 ) t I < A I -a LU f I u Y3 J cV tit j � e '� I i J1 0s� yt j Csf Lu f/],1r M CU Lli L Cly 111 LII ; v^ CI-) 72tLIJ `1S Lu 'I_�kN C) !I<a; ILn ;, i.) �` k Lia W Lu i. x.1 I w. I A C l_1 ifJi nj SZ C' uf U.; � � k �i } � LU kk CU (? ✓ Cul) ct) 0', 1" � tri 1f [i) ''• L:. its' �� ]i trot FaRi1tA 2 I '{ r f• -•ti L..._.. Lei ! C -)LU t...fi -y 1 1' r•+ trot FaRi1tA 2 { • z:iysiem 1brk l 60 Oropond Lane S I Orovelle CA 95966 - � UM,� C �a . OWNER Steve Mackey r . 60 Oropond Lane , Oroville, CA 95966 [530] 589-4931 SYSTEM DESIGN Jason Jones 2'-0 BERKELEY RENEWABLES LLC 1200 5th Street, Suite 300 a 1 Berkeley, CA 94710 2 6 4 3 5 9' [510] 520-6440 STRUCTURAL PLAN VIEW SCALE: 3/16"1' c STRUCTURAL DESIGN — . ! Jessica Jones, PE, SE 1 JK JONES CONSULTING 1r r y 7715 Ward Avenue �O TH EI Cerrito, CA 94530 rt�,�' \�,P N✓O��c t • [510] 778-0607 • 0 w N m W Ss^�4 m r {r \� 3 - 4 • • ,� EQUIPMENT SCHEDULE '�r clL ` ITEM # DESCRIPTION PART NUMBER'QTY NOTES 1 PV MODULE SW 240 MONO 28 SOLARWORLD SW 240 MONO, WATT, 28 TOTAL SUbmISSIOIIS 13, 2 PV RAIL XR-1000-168A 14 XR1000, RAIL 168" (14 FEET) CLEAR FINISH date issue 5 1 3 MID CLAMP 29-7000-1.08 42 IRON RIDGE A MID CLAMP, T BOLT 8-7-2016 SUBMITTAL 4 END CLAMP 29-7000-204 28 IRON RIDGE A MID CLAMP, T BOLT � N -1 6 5 WEEB CLIP WEEB-DMC 28 WEEB GROUNDING CLAMP, 2 POINTS PER PANEL 6 WEEB LUG WEEBLug-6J 14 WEEB GROUNDING LUG, 1 PER RAIL sheet title GRADE RAIL 29-7001--000 40 IRON RIDGE RAIL CONNECTOR •., . , ;: ,;<•.:..r:.•.. 1 CONNECTOR - SGA TOP CAP, 3 70 -0300 -SGA 12 IRON RIDGE TOP CAP, 3" PIPE STRUCTURAL 2 T-611— CID 101-0" 3" PIPE, SCH 40 WA 208 FT 3" STEEL PIPE (3.5" OD), SCH. 40, A53 GR B, GALVANIZED g � II j 10 #4 REBAR WA 160 FT #4 REBAR, 2 TOP AND 2 BOTTOM, EACH FOUNDATION tuber sheet 4 SECTION 1 6l } P RMI 6— B[, COU'N EVE TSERVICES CONCRETE - NA 4 YDS CONCRETE, CAST IN PLACE, 3000 PSI MIN , e �' ®F®R ._ . Y CODE -DANCE DATE -- BY,- �iiil�ff�lii��fi;iif•�lil��iiilil�f•fi�il�iiil�'' millamHelmMOMmm II • z:iysiem 1brk l 60 Oropond Lane S I Orovelle CA 95966 - � UM,� C �a . OWNER Steve Mackey r . 60 Oropond Lane , Oroville, CA 95966 [530] 589-4931 SYSTEM DESIGN Jason Jones 2'-0 BERKELEY RENEWABLES LLC 1200 5th Street, Suite 300 a 1 Berkeley, CA 94710 2 6 4 3 5 9' [510] 520-6440 STRUCTURAL PLAN VIEW SCALE: 3/16"1' c STRUCTURAL DESIGN — . ! Jessica Jones, PE, SE 1 JK JONES CONSULTING 1r r y 7715 Ward Avenue �O TH EI Cerrito, CA 94530 rt�,�' \�,P N✓O��c t • [510] 778-0607 • 0 w N m W Ss^�4 m r {r \� 3 - 4 • • ,� EQUIPMENT SCHEDULE '�r clL ` ITEM # DESCRIPTION PART NUMBER'QTY NOTES 1 PV MODULE SW 240 MONO 28 SOLARWORLD SW 240 MONO, WATT, 28 TOTAL SUbmISSIOIIS 13, 2 PV RAIL XR-1000-168A 14 XR1000, RAIL 168" (14 FEET) CLEAR FINISH date issue 5 1 3 MID CLAMP 29-7000-1.08 42 IRON RIDGE A MID CLAMP, T BOLT 8-7-2016 SUBMITTAL 4 END CLAMP 29-7000-204 28 IRON RIDGE A MID CLAMP, T BOLT � N -1 6 5 WEEB CLIP WEEB-DMC 28 WEEB GROUNDING CLAMP, 2 POINTS PER PANEL 6 WEEB LUG WEEBLug-6J 14 WEEB GROUNDING LUG, 1 PER RAIL sheet title GRADE RAIL 29-7001--000 40 IRON RIDGE RAIL CONNECTOR •., . , ;: ,;<•.:..r:.•.. 1 CONNECTOR - SGA TOP CAP, 3 70 -0300 -SGA 12 IRON RIDGE TOP CAP, 3" PIPE STRUCTURAL 2 T-611— CID 101-0" 3" PIPE, SCH 40 WA 208 FT 3" STEEL PIPE (3.5" OD), SCH. 40, A53 GR B, GALVANIZED g � II j 10 #4 REBAR WA 160 FT #4 REBAR, 2 TOP AND 2 BOTTOM, EACH FOUNDATION tuber sheet 4 SECTION 1 6l } P RMI 6— B[, COU'N EVE TSERVICES CONCRETE - NA 4 YDS CONCRETE, CAST IN PLACE, 3000 PSI MIN , e �' ®F®R ._ . 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Starling Madison Lofquist Inc. •ConslulLi'ngS4ructu:ra1a.nd Forensic `En.9ineer4­ 5224 South 39" Street, Phoenix, Arizona 85040 tel: (602) 438-2500fax: (602) 438-2505 ROC#291316 www.smleng.com . IronRidge -August-7, 2015 . 1495 Zephyr Ave - - - Page 1 of ,51 Hayward, CA 94544. .. + . • • Attn: Mr. David•F. Taggart, Vice President Products Fr Subject: Ground Mounting System — Structural Analysis — 4 Module •Dear Sir: • . • `, •+ . z � • ., ; - • -'' f ' .,;,• '. . r , We have analyzed the subject ground mounied'structure and determined that it is incompliance with the 1 Y applicable sections of the following Reference Documents: Codes:•ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures ' California Building Code, 2013 Edition t' Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support, PV S _- Modules, dated Effective November. 1; 2012 by ICC -ES ` Aluminum Design Manual, 2010 Edition' IronRidge Exhibit EX -0001 ; The structure 'is a simple column (pier) and beam (cross pipe) system. The piers & cross pipes are , ASTM A53 is B standard weight (schedule 40) steel pipes. or 'Allied Mechanical Tubing. Please refer to Exhibit EX -0001 -for approved pipe geometry and material properties. The tops of the piers. are ` connected in the E -W direction by the cross pipes which cantilever over and extend past the end piers: - The cross pipes are connected by proprietary IronRidge XR1000 Rails spanning up and down the slope :which cantilever over and extend past the top and bottom cross pipes. The solar modules are attached to w , the rails with IronRidge clamps. There are typically two'rails per column of modules. �. Gravity loads are -transferred to the piers and foundations'by the rails and;cross pipes acting as simple beams: For lateral loads the system is= either a cantilever structure or, when diagonal braces. are '.provided, a braced frame. The effect of seismic loads (for all design; categories A -F) have been ; determined to be less than the effect due to wind loads in all load conditions and combinations. The pier spacing in the N -S direction is 7'=6". The pier spacing in the E -W direction is selected from load tables determined by the structural design for the specified slope, wind load, and snow load. The ' governing criteria for the pier spacing is either the spanning capacity of the cross pipes or the cantilever capacity of the pier.. Simplified Load Tables IA -F & 2A=F are included herein for reference. -` More comprehensive information covering all load combinations, is available at the IronRidge website, IronRidge.com. , ' Starling Madison Lofquist, Inc. • " Consulting Structural and Forensic Engineers , IronRidge August 7, 2015 Mr.David F. Taggart Page 8 of 51 Ground Mounting Svstem — Structural Analvsis — 4 Module Notes: see page 14 - Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -8— Table 8— Table 2A - MAXIMUM PIER SPACING (in) 3" Unbraced Pipe Frame Snow Slope (deg) Wind Speed & Exposure Category psf 0 5 10 15 20 25 30 35 40 45 100 mph Exposure B 0 224 224 218 213 202 194 186 175 149 127 10 197 197 195 193 191 190 186 175 149 127 20 169 169 168 167 168 170 172 175 149 127 30 158 158 157 157 159 162 164 171 149 127 40 144 144 144 144 147 151 155 162 149 127 50 131 131 132 133 137 141 146 154 149 127 60 121 121 121 123 129 134 139 147 149 127 105 mph Exposure B 0 224 224 210 205 194 186 179 159 135 115 10 197 197 191 188 186 184 179 159 135 115 20 169 169 165 164 165 166 167 159 135 115 30 158 158 155 154 156 158 161 159 . 135 115 40 144 144 142 142 145 148 151 158 135 115 50 131 131 132 132 135 139 143 151 135 115 60 121 121 121 123, 128 132 137 144 135 115 110 mph Exposure B ' 0 224 224 203 197 187 179 171 145 123 105 10 197 197 186 184 181 179 171 145 123 105 20 169 169 162 161 161 162 163 145 123 105 30 158 158 153 152 153 155 157 145 123 105 40 144 144 140 140 142 145 148 145 123 105 50 131 131 "131 130 133 137 141 145 123 105 120 mph Exposure B 0 215 220 189 183 174 166 144 122 104 88 10 193 196 178 175 172 166 144 122 - 104 88 20 166 168 156 155 155 155 144 122 104 88 30 155 157 148 147 147 148 144 122 104 88 40 142 144 137 136 138 140 142 122 104 88 50 131 131 128 127 130 132 135 122 104 88 130 mph Exposure B 0 202 207 176 171 162 155 123 104 88 75 10 185 188 170 167 162 155 123 104 1 88 75 20 161 163 151 149 148 148 123 104 88 75 30 151 153 143 142 142 142 123 104 88 75 40 139 141 133 132 133 135 123 104 88 75 50 130 131 125 124 126 128 123 104 88 75 140 mph Exposure B 0 190 195 165 160 152 144 106 89 76 65 10 178 181 162 159 152 144 106 89 76 65 20 156 158 146 144 142 141 106 89 76 65 30 147 149 139 137 136 136 106 89 76 65 40 136 138 129 128 129 129 106 89 76 65 50 127 128 121 121 122 124 106 89 76 65 150 mph Exposure B 0 179 184 156 151 142 126 92 78 66 56 10 171 175 155 151 142 126 92 78 66 56 20 151 154 140 138 136 126 92 78 66 56 30 143 146 134 133 131 126 92 78 66 56 40 133 135 126 124 124 125 92 78 66 56 160 mph Exposure B 0 169 174 147 142 134 110 81 68 58 50 10 165 168 147 142 134 110 81 68 58 50 20 147 149 135 133 131 110 81 68 58 50 30 140 142 130 128 126 110 81 68 58 1 50 40 130 132 122 121 120 110 81 68 58 50 Notes: see page 14 - Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -8— Table 8— IronRidge August 7, 2015 Mr.David F. Taggart Page 9 of 51 Ground Mounting Svstem — Structural Analvsis — 4 Module Notes: see page 14 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -9— Table 2B - MAXIMUM PIER SPACING (in) 3" Unbraced Pipe Frame Snow Slope (deg) Wind Speed &' Exposure Category psf10 F075 15 20 25 30 35 40 45 100 mph Exposure C p 0 212 217 186 181 171 163 139 117 100 85 10 191 194 176 174 170 163 139 117 100 85 20 165 167 155 154 153 153 139 117 100 85 30 155 156 147 146 146 147 139 117 100 85 40 142 143 136 135 137 139 139 1 117 100 85 50 131 131 127 127 129 131 134 117 100 85 60 121 121 120 119 122 125 129 117 100 85 105 mph Exposure C 0 204 178 162 _148 137 134 126 107 91 77 10 186 178 162 148 137 134 126 107 91 77 20 162 164 .152 148 137 134 126 107 1 91 77 30 152 154 144 143 137 134 126 107 91 77 40 140 141 134 1 133 134 134 126 107 91 77 50 130 131 125 125 126 129 126 107 91 77 60 121 121 118 118 120 123 126 107 91 77 110 mph Exposure C 0 196 202 171 166 157 150 115 97 83 70 10 182 185 167 164 157 150 115 97 83 70 20 159 161 149 147 145 145 115 97 83 70 30 150 152 141 140 139 140 115 97 83 70 40 138 139 131 130 131 132 115 97 83 70 50 128 130 123 123 124 126 115 97 83 70 120 mph, Exposure C 0 183 188 159 154 145 132 97 82 69 59 10 174 177 158 154 145 132 97 82 69 59 20 153 155 142 140 138 132 97 82 69 59 30 145 147 136 134 133 132 97 82 69 59 40 134 136 127 126 126 126 97 82 69 59 50 125 127 119 119 120 121 97 82 69 59 130 mph Exposure C 0 171 175 148 143 135 112 82 70 59 50 10 166 169 148 143 135 112 82 70 59 50 20 147 150 136 134 131 112 82 70 59 50 30 140 142 130 129 127 112 82 70 59 50 40 130 132 122 121 121 112 82 70 59 50 50 122 124 116 115 115 112 82 70 59 50 140 mph! Exposure C 0 160 165 138 134 126 97 71 60 51 43 10 158 162 138 134 126 97 71 60 51 43 20 142 145 130 128 125 97 71 60 51 43 30 135 1 138 125 123 121 97 71 60 51 43 40 127 128 118 117 116 97 71 60 51 43 50 119 121 112 111 111 97 71 60 51 43 150 mph Exposure C 0 150 155 130 126 118 84 62 52 44 38 10 150 154 130 126 118 84 62 52 44 38 ' 20 137 140 125 123 118 84 62 52 44 38 30 131 133 120 118 116 84 62 52 44 38 40 123 125 114 113 111 84 62 52 44 38 160 mph Exposure C 0 142 146 122 118 107 74 54 46 39 33 10 142 146 122 118 107 74 54 46 39 33 20 132 135 120 117 107 74 54 46 39 33 30 127 129 116 114 107 74 54 46 39 33 40 119 121 110 108 107 74 54 46 39 33 Notes: see page 14 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -9— IronRidge Mr.David F. Taggart Ground Mounting Svstem — Structural Analysis — 4 Module August 7, 2015 Page 10 of 51 Notes: see page 14 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -10— Table 2C - MAXIMUM PIER.SPACING (in) 3" Unbraced Pipe Frame Snow Slope (deg) Wind Speed & Exposure Category psf 0 5, 10 15 20 25 30 35 40 45 100 mph Exposure D p 0 196 201 171 166 157 150 115 97 83 70 10 182 185 167 164 157 150 115 97 83 70 20 159 161 148 147 145 145 115 97 83 70 30 150 152 141 140 139 139 115 97 83 70 40 138 139 131 130 131 132 115 97 83 70 50 128 130 123 123 124 126 115 97 83 70 60 121 121 116 116 118., 121 115 __ 97 83 70 105 mph Exposure D 0 188 194 164 159 150 142 104 88 75 64 10 177 181 162 159 150 142 104 88 75 64 20 156 158 145 143 141 140 104 88 75 64 30 147 149 138 137 136 136 104 88 75 64 40 136 137 129 128 128 129 104 88 75 64 50 127 128.. 121- 120 122 123 104 88 75 64 60 119 120 115 114 116 118 104 88 75 64 110 mph Exposure D 0 181 186 158 153 144 129 95 80 68 58 10 173 176 157 153 144 129 95 80 68 58 20 152 155 141 140 137 129 95 80 68 58 30 144 146 135 134 132 129 95 80 68 58 40 134 135 126 125 125 126 95 80 68 58 50 125 126 119 118 119 120 95 80 68 58 120 mph Exposure D 0 168 1 173 146 141 133 109 80 67 57 49 10 164 167 146 141 133 109 80 67 57 49 20 146 149 135 133 130 109 80 67 57 49 30 139 141 129 128 126 109 80 67 57 49 40 129 131 122 120 120 109 80 67 57 49 50 122 123 115 114 114 109 80 67 57 49 130 mph Exposure D 0 157 161 136 131 124 92 68 57 49. 42 10 156 159 136 131 124 92 68 57 49 42 20 140 143 129 126 123 92 68 57 49 1 42 30 134 136 124 122 120 92 68 57 49 42 40 125 127 117 115 114 92 68 57 49 42 50 118 120 111 110 110 92 68 57 49 42 140 mph Exposure D 0 147 151 127 123 115 80 59 49 42 36 10 147 151 127 123 115 80 59 49 42 36 20 135 137 123 120 115 80 59 49 42 36 30 129 131 118 116 114 80 59 49 42 36 40 121 123 112 111 109 80 59 49 42 36 50 115 116 107 106 105 80 59 49 42 36 150 mph Exposure D 0 138 142 119 1 115 100 69 51 43 37 31 10 138 142 119 115 100 69 51 43 37 31 20 130 132 117 115 100 69 51 43 37 31 30 124 127 113 111 100 69 51 43 37 31 40 117 119 108 106 100 69 51 43 37 31 160 mph Exposure D 0 130 134 112 108 88 61 45 38 32 27 10 130 134 112 108 88 61 45 38 32 27 20 124 127 112 108 88 61 45 38 32 27 30 120 122 109 107 88 61 45 38 32 27 40 114 116 104 102 88 61 45 38 32 27 Notes: see page 14 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -10— IronRidge August 7, 2015 Mr.David F. Taggart Page 14 of 51 Ground Mounting System — Structural Analysis — 4 Module Notes for Tables 1 & 2: 1. Shaded region denotes special requirements for XR1000 rails — contact IronRidge 2. Cross pipe splices not permitted in end spans or in middle 1/3 of interior spans 3. End cantilever span of pipe rails (max) = 0.40 x adjacent interior span length 4. When installations occur on a grade, the design slope of the array shall be determined as the slope relative to level ground. Code required topographic effects have not been considered. Topographic (Wind) Factor = 1.0 (no topographic effects) 5. Dead Load (Weight) = 3 psf 6. Maximum PV Module Dimension = 78" To avoid potential problems from the effects of thermal expansion, a maximum total continuous cross pipe length of 100 ft is recommended. Foundation Requirements The foundation requirements for a cast -in-place drilled concrete pier system and for each soil class 2, 3, & 4 may be obtained from the tables below. The soil class is noted at the top of the tables. For each soil class Tables 3A -3F and 4A -4F are provided for the 2in and 3in systems respectively. These tables are based on the piers being installed at their maximum allowable spacing. For spacing values less than maximum and for loads cases with snow > 0 psf, the requirements can be determined by using the online Design Assistant at IronRidge.com. Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -14— IronRidge August 7, 2015 .Mr.David F. Taggart Page 51 of 51 Ground Mounting System — Structural Analysis — 4 Module Notes for Tables 3 & 4: I . Concrete Weight = 145 pcf / f c = 2500 psi 2. Skin Friction per 2013 CBC 1810.3.3.1.4 & 5 3. Top 1'4' of soil neglected for Skin Friction 4. Snow Load = 0 psf — tabulated values are conservative for Snow Loads > 0 psf 5. * indicates special foundation required. Contact IronRidge 6; Resistance to corrosion and/or sulfate attack, along with possible, adverse effects due to expansive - 'soils has not been considered.in these foundation recommendations. SML Engineers assumes no liability with regard to these items. 7 Soil classification is to be determined and verified by the end user of thi's certification letter. The analysis assumes that the array; including the connections and associated hardware, are installed in a workmanlike manner in accordance with the IronRidge Ground Mount Installation Manual and generally accepted standards of construction practice. Verification of PV .Module capacity to support the loads associated with the given array shall be: the responsibility of the Contractor. or Owner and not IronRidge or Starling Madison Lofquist. Please feel free to contact. me at your convenience if you have any questions. Respectfully yours, Tres Warner,. P.E. Design. Division Manager . �r CID C 71973 z EV, rZ CIVIC. aFCAl1F Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers 51— e V JK Jones Consulting & Engineering 1200 5th Street, Suite 300 Berkeley, CA 94710 510-778-0607 jessica(gjkjonesce.com August 7, 2016 BUTTE court Butte County Building Department 7 County Center Drive AUG 12 2016 Oroville, CA 95965 DEVELOPMENT SERVICES Subject:. Ground Mounted Solar Array R) O S9 60 Oropond Lane Oroville, CA 95966 At the request of the property owner, we have analyzed the proposed structure for a solar energy system to be installed at the above address. We have found that the design is in compliance with the 2013 California Building Code (CBC). In particular, the structure and foundation design is sufficient to withstand the wind loads prescribed by chapter 16 of the CBC. Attached to this letter are a set of detailed calculations and cut sheets for the structurally relevant components of the system. Please contact me if you have any questions regarding the analysis herein. Sincerely, Jessica K Jones, P. E, S. E. �c srE cDF�) Site Conditions The soil in the area has been observed to have 1-2 feet of stiff silty clay through which is generally interspersed loose rock and gravel. Below this depth is found a continuous layer of soft rock (Class 1d). For the purposes of foundation design, we are ignoring the shallow rock and using a conservative soil classification of Class 4b. The allowable pressures for Class 4b soil is 6000 psf, but we are assuming a more conservative value of 2000 psf. Maximum Design Foundation Pressure 2000 psf Friction Angle 1 128 - Structure design The solar array consists of 28 Solarworld SW240 Mono panels arranged as 4 rows by 7 columns. The panels are mounted in landscape orientation. The structure is a simple column and continuous beam system. The columns & cross pipes are ASTM A53 Grade B standard weight (schedule 40) steel pipes, and use fittings and connectors provided by IronRidge. The tops of the columns are connected in the E -W direction cross pipes which cantilever over and extend past the end piers. Each beam is supported by four posts creating three spans of equal length. The connections between post and beam are made with IronRidge hardware (SGA Top Caps) specifically design for that purpose. Each solar panel is supported by two IronRidge supplied aluminum cross rails (XR1000). These rails span the two sets of beams, and each pair of cross rails supports a total of 4 panels. The cross rails are attached to the beams using IronRidge connectors specifically designed for this purpose (IRON RIDGE RAIL CONNECTOR 29-7001-000). The columns supporting the structure are embedded in cast -in-place, reinforced concrete footings. There are 4 total foundations, each of which supports two columns The design of the metal structure follows guidelines developed by Starling Madison Lofquits, Inc. and provided by IronRidge (see attached). These guidelines provide allowable spans and configurations as a function of wind speed, exposure, and ground snow load. Per table 2A on page 8 of the report, the conditions on site dictate a maximum allowable beam span for a 4 module per column design of 194". The span in this design is 129". In addition, the same report indicates a maximum North/South column spacing of 7'-6", which is consistent with the proposed design. Fixed Tilt Ground Mount Analysis Design Method: ASCE 7-10, Allowable Stess Design (ASD) Design Inputs Array Length Array Width Array Area Array Tilt Angle Exposure Category Ground Snow Load Basic Design Wind Speed (3 second gust) Wind Loads Risk Category Mean Height Kz (Velocity Coefficient Factor) Kzt (Topographic Factor) Kd (Wind Directionality Factor) Velocity Pressure (ASD) qh = 0.00256*Kz*Kzt*Kd *VA 2'0.6 Ib/ft^2*(0.6 ASD factor) G (Gust effect factor) Net Pressure Coefficients (Figure 27.4-4) Clear wind flow. interpolated for 250 Load Case Wind Direction = 00 or%° Cnw Cnl Cnw Cnl A -1.6 -1.7 1.8 1.9 B -2.4 -0.4 2.3 0.8 Vertical Wind Loads Worst case average uplift net pressure coefficient (Cn) Net design pressure, uplift (p = qh*G*Cn*cos(25)) Net total uplift Worst case average download net pressure coefficient (Cn) Net design pressure, download (p = qh*G*Cn*cos(25)) Net total download Lateral Wind Loads Worst case positive net pressure coefficient (Cn) Net design pressure, lateral (p = qh*G*Cn*sin(25)) Net lateral load Overturning Wind Moment Worst case negative net pressure coefficient (Cn) Net design pressure, lateral (p = qh*G*Cn*sin(25)) Net lateral load Overturning Wind Moment 13.2 ft 38.7 ft 509 sqft 25 ° B 0 psf 110 MPH 1 5 f 0.85 1.00 0.85 13.43 psf 0.85 -1.65 -17.07 psf -8690 lbs 1.85 19.14 psf 9743 lbs 1.85 8.92 psf 4543 lbs 22716 ft -lbs -1.65 -7.96 psf -876 lbs -4378 ft -lbs Structure Details Number of Columns Column Material: 3" Pipe, Schedule 40, A53 Gr B Number of Beams Beam Material: 3" Pipe, Schedule 40, A53 Gr B Column spacing, along beam Column spacing, beam to beam Foundations (per footing): Length Width Depth Area Weight Number of footings Total Foundation Bearing Area Dead Loads PV Panels Steel Rails Foundations Total Dead Load 14.00 2.00 10.75 ft 7.50 ft 10.00 ft 2.00 ft 1.00 ft 20.00 sqft 2900 lbs 4. 80.0 sqft 1308 lbs 1581 lbs 174 lbs 11600 lbs 14663 lbs Foundation Design Ecentricity Combined loads, worse case uplift Uplift Load, Wind Dead Load Net download Net lateral wind load Overturning wind moment -8690 lbs 14663 lbs 5973 lbs 4543 lbs 22716 Ib -ft Eccentricity € 3:8 ft e>L/6 1.7 ft Max Bearing Pressure 1664 psf Design foundation bearing pressure 2000 psf Combined loads, worse case download Download, Wind 9743 lbs Dead Load 14663 lbs Net download 24406 lbs Net lateral wind load -876 lbs Overturning wind moment -4378 Ib -ft Eccentricity € 0.2 ft e<L/6, compressive contact along length 0.0 ft Max Bearing Pressure 436 psf Design foundation bearing pressure 2000 psf Resistance to sliding at Foundation Soil friction angle 28 ° Soil friction coefficient 0.53 Combined loads, worse case uplift Uplift Load, Wind -8690 lbs Dead Load 14663 lbs Net download 5973 lbs Lateral resistance 3176 lbs Total lateral load -876 lbs Combined loads, worse case download Download, Wind Dead Load 9743 lbs 14663 lbs 24406 lbs. Lateral resistance 12977 lbs Total lateral load 4543 lbs _ 413Y _ ice, Wechnology A:w Washer, Electrical Equipment Bond WEEB INSTALLATION INSTRUCTIONS For lronRidge Light & Standard Series Rails Only - Please read carefully before installing. Burndy recommends that the sufficient details of the installation be submitted to the AHJ for approval before any work is started. WEEBLug-6.7 WEEB Bonding Jumper -6.7 Products are tested to UL 467, CAN/CSA-C22.2 No. 41 US/ Canadian standards for safety grounding and bonding equipment. Document Number 104-0404-000039-003 HUSBO W1 L © 2012 BURNDY LLC.'" SYSTEM OVERVIEW Use WEEB-DMC to —� bond solar modules to module mounting rail. mechanically spliced rails. Use one WEEBLug-6.7 assembly. per rail to connect system to equipment ground conductor.. s Important notes 1. Use general purpose anti -seize compound on fastener threads when installing WEEBs. 2. The NEC section 690.43 states, "Exposed non-current carrying metal parts of module frames, equipment, and conductor enclosures shall be grounded in accordance with 250.134 or 250.136(A) regardless of voltage." 3. WEEBs are intended for SINGLE USE ONLY. Functionality will not be 5 guaranteed if reused. �jL PL U Document 2012 BURNDY LLC.0039-003 �j_ r WEEB COMPATIBILITY The WEEB family of products can be used to bond anodized aluminium, galvanized steel, steel and other electrically conductive metal structures. All installations shall be in accordance with NEC requirements in the USA and with CSA C22.1 in Canada. The WEEBs are for use with modules that have a maximum series fuse rating of less than 25A. Standard Top Down Clamps The WEEBs u compatible with are examples WEEB teeth a frame. sed for bonding the PV modules to the mounting rails are various cross-sections of module frames. The following of module frames that are compatible. Notice that the re positioned completely under the edge of the module The following is an example of a module frame that is incompatible with the WEEB. The WEEB teeth are positioned only partially under the edge of the module due to the lip on the top edge of the module. Document Number 104-0404-000039-003 � W] L P U 2012 BURNDY LLC. T:� WEEB COMPATIBILITY Module frames like those shown here may have bottom edge of the frame that would prevent the embedding. a ridge or lip on the WEEB teeth from fully Shown here is an example of a lip that will prevent the WEEB teeth from properly penetrating the module frame. This type of frame is not compatible with the WEEB. Shown here is an example of a groove that will prevent the WEEB teeth from properly penetrating the module frame. This type of frame is not compatible with the WEEB. _ Important Note: i E3 Inspect each module frame used with a WEEB to ensure that the bottom mounting face of the frame is flat, and that there are no hindrances to embedding WEEB teeth. Do not use a module with a frame that prevents the WEEB teeth from embedding fully. Document Number 104-0404-000039-003 LP U © 2012 BURNDY LLC. r , • WEEB-DMC on Boxed Module Frames Certain module frames do not have enough structural strength to' withstand the force required to embed a WEEB. These frames will deform and therefore not allow sufficient penetration of the WEEB teeth. The ' general requirements for minimum module frame thickness of "boxed" type module frames are illustrated below. NO LESS THAN 3.Omm NO GREATER THAN 8.5mm Document Number 104-0404-000039-003 © 2012 BURNDY LLC. NER imm OInverted U- shapec WEEu-LIP rviv WEEB-DMC ASSEMBLY Mid clamp 'WEEB-DMC Pre -assemble WEEB-DMC to mid -clamp assembly as shown. Pre - assembling WEEB-DMC to mid -clamp assembly will contain the small individual parts, reducing the possibility of losing parts during installation. � Document Number 104-0404-000039-003 1.:.. © 2012 BURNDY LLC. 03 Slide pre -assembled WEEB-DMC and mid -clam assembly into position. Slightly lift solar module and slide WEEB-DMC and mid -clamp assembly into position. WEEB teeth will automatically be aligned under the edge of the module when the mid -clamp assembly is correctly installed. Important note: To correctly install mid clamp assembly, ensure that the bolt is perpendicular to the mounting rail. To correctly install WEEB-DMC, ensure that both sides of the solar modules are completely positioned against the mid -clamp. Refer to WEEB compatibility page for illustrations. Visually check that WEEBs are properly positioned. .l Document 0039-003 © 2012 BURNDY LLC Important note: WEEBs are for SINGLE USE ONLY! Do not torque fasteners down if position of solar modules is not finalized. Only slightly tighten fasteners to keep modules in place. When position of solar modules is finali7Pri tnrni un factAnarc to 1 Elft -1h / Document © 2012 BURNDY LLC 0039-003 , WEEB-DMC LAYOUT EVEN NUMBER OF MODULES IN ROW X DENOTES PLACES TO INSTALL WEEB-DMC C X R = 4 X 1 WEEB-DMC NEEDED = C X R= 4 X 1= 4 ODD NUMBER OF MODULES IN ROW X DENOTES PLACES TO INSTALL WEEB-DMC C X R = 5 X 1 WEEB-DMC NEEDED = [C+1] X R = [5+11 X 1 = 6 Note: When replacing a single faulty module, also remove the adjacent module which contacts the same WEEBs as the faulty module. This will ensure that there are never ungrounded modules in the array. Document Number 104-0404-000039-003 jj .. © 2012 BURNDY LLC. WEEBLUG ASSEMBLY WEEB teeth towards rail Important note: Slide bolt to desired position and slip bolt through WEEB-6.7 WEEB-6.7 Install WEEBLug-6.7 assembly and torque fasteners to 10 ft -Ib / 13.5 N -m using general purpose anti -seize compound on threads. 1. WEEB-6.7 that sits under the WEEBLug is for SINGLE USE ONLY! Ensure position is correct before tightening. 2. The WEEBLug-6.7 may be used with a maximum equipment ground wire of 6 AWG. Document © 0039-003 2012 BURNDY LLC. - , GROUND CONDUCTOR ASSEMBLY 0 Document © 2012 BURNDY LLC 0039-003 , Aor Sunmodule%M ` SW 240 mono /Version 2.0 World-class quality Fully -automated production lines and seamless monitoring of the process and material ensure the quality that the company sets as its benchmark for its sites worldwide. SolarWorld Plus -Sorting Plus -Sorting guarantees highest system efficiency. SolarWorld only delivers modules that have greater than or equal to the nameplate rated power. 25 years linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance degression of 0.7% p.a. in the course of 2S years, a significant added value compared to the two-phase warranties common in the industry. In addition, SolarWorld is offering a product warranty, which has been extended to 10 years.' . .in accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty www.solarworld.com PERMIT # rpt% — 1 _Y25 6LTfE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CODE COMPLIANCE DATE '::;5 BY 3�W.tuv,�a� II Qualified, IEC 61215 G Safety tested, t s TOMW Ad ` IEC 61730 D E ' oe.1111w Periodic Inspection, Iso soot [E:I]NOTaootc 0% CertifiedIntertelk CuLUS LISTED 6 105E PMtovoita C M".1. ( Panal Made in USA - j"Jiii SOLARWORLD We turn sunlight into power. —3—MSUE CEP�l Sunmodule%TM SW 240 mono /Version 2.0 PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)' STC: 1000W/mr, 25*C, AM 1.5 THERMAL CHARACTERISTICS I NOCT 46:cj TCI 0.004 %/K — .0.30 %1K ----- ----. ------- - .... ..... .... .. 1-11 ­­ ­­ �TCwPmPp-04S %/K Operating temperature -40'C to 85*C __ ------ - --- - - -------------- _,,_ so ao - 1 5,0 j iD do 6S.94 CWFMfW SOMIN100M SUMMOftlefts SW 146friarm at mbkw. NAPM SW-02-5003US 07-2012 PERFORMANCE AT 800 W/M2, NOCT, AM 1.5 SW 240 SW 240 175.4 Wp, Open circuit voltage V. 240Wpl Open circuit voltage Vol 37.6 V f M -a-x,- i- m,u_ - m- ...power point voltage ------ _-V 30.6 V Short circuit current 1� 8.22 A Maximum_power poi,nt__current,__ 1 — _ --------- --------- 7.87 A I STC: 1000W/mr, 25*C, AM 1.5 THERMAL CHARACTERISTICS I NOCT 46:cj TCI 0.004 %/K — .0.30 %1K ----- ----. ------- - .... ..... .... .. 1-11 ­­ ­­ �TCwPmPp-04S %/K Operating temperature -40'C to 85*C __ ------ - --- - - -------------- _,,_ so ao - 1 5,0 j iD do 6S.94 CWFMfW SOMIN100M SUMMOftlefts SW 146friarm at mbkw. NAPM SW-02-5003US 07-2012 PERFORMANCE AT 800 W/M2, NOCT, AM 1.5 COMPONENT MATERIALS i Cells per module 60 ...... . ... . . -, Cell type Mono crystalline Cell dimensions 6.14 in x 6.14 in (156 mm x 156 mm) Front tempered glass (EN 12150) Frame Clear anodized aluminum Weight 46.7 lbs (21.2 kg) SYSTEM INTEGRATION PARAMETERS SW 240 Maximum power P,max 175.4 Wp, Open circuit voltage V. 34.2 V Maximum power point voltage 27.9 V Short circuit current I------- 6.63A Maximum power point current 1 6.30 A Minor reduction in efficiency under partial load conditions at 25*C: at 200W/m', 9s% (+/-3%) of the STC efficiency (1000 W/m') is achieved. 113 psf downward I COMPONENT MATERIALS i Cells per module 60 ...... . ... . . -, Cell type Mono crystalline Cell dimensions 6.14 in x 6.14 in (156 mm x 156 mm) Front tempered glass (EN 12150) Frame Clear anodized aluminum Weight 46.7 lbs (21.2 kg) SYSTEM INTEGRATION PARAMETERS x4 1.22 ADDITIONAL DATA ,Power to_Ie.ra,nce_1.)._,, _ --- -- --------- --- I i? WP /_+S­Wp_i J -Box IP65 Connector MC4 Module efficiency 14.31% Fire rating _(YL790) Class C -_ - --------- 0.6 15.3 VERSION 2.0 FRAME Compatible with "Top -Down" mounting methods ]Grounding Locations: 4 corners ofthe frame 3.5(12.6 0.6 (15.3) 1) Sunmodules dedicated for the United States and Canada are tested to UL 1703 Standard and listed by a third party laboratory. The laboratory may vary by product and region. Check with your SolarWorld representative to confirm which laboratory has a listing for the product. 2) Measuring tolerance traceable to TUV Rheinland: +/- 2% (TUV Power Controlled). 3) All units provided are imperial. Sl units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. --------- Maximum system voltage SC 11 -- --------- 1000 V� -WWWW Max. system voltage USA NEC 600 V ­Ww4w 1 Maximum reverse current 16 A --ov4- Numberof bypass diodes 3 I UL Design Loads' Two rail system 113 psf downward I 64 f upward ps - I ------------- - UL Design Loads* Three rail system 170 psf downward 64 psf upward IEC Design Loads* Two rail system 113 psf downward 1 50 -psf u - pward-i Please referto the Sunmodule installation instructions for the details associated with these load cases. x4 1.22 ADDITIONAL DATA ,Power to_Ie.ra,nce_1.)._,, _ --- -- --------- --- I i? WP /_+S­Wp_i J -Box IP65 Connector MC4 Module efficiency 14.31% Fire rating _(YL790) Class C -_ - --------- 0.6 15.3 VERSION 2.0 FRAME Compatible with "Top -Down" mounting methods ]Grounding Locations: 4 corners ofthe frame 3.5(12.6 0.6 (15.3) 1) Sunmodules dedicated for the United States and Canada are tested to UL 1703 Standard and listed by a third party laboratory. The laboratory may vary by product and region. Check with your SolarWorld representative to confirm which laboratory has a listing for the product. 2) Measuring tolerance traceable to TUV Rheinland: +/- 2% (TUV Power Controlled). 3) All units provided are imperial. Sl units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice. �CONTENTS/lr DISCLAIMER .............................................................................................................................................................................................. ................. ; ......................................................................................................................................... . CHECKLIST '2 ......................................................................................................................................................................................................................................................................................................................................................... 1. BUILD BASE 3,. . . ............................................................................................................................................................ ....................................................................................................................... : ........................................................ ......... . .. 2. CONNECTSUBSTRUCTURE 3. ......................................... ! .................................................... ...................................................................................................................................................................................... ; ....................... �t ............ '3. PLACE RAILS 4 . .. . ................................................................................................................................................................................................ : .......... 6 .................................................................................. .......................................................... . . . .. . 1. _� `4� 4....S.E.C.URE LUGS ........................................................................................... .. . ... ... .... .... ... ... ... .... .... .. f ..... ......................... * ................ ­ . ..................... .............. * ................ S. CLAMP MODULES 5, . . . . ........................................................................................................................................................... ......................................................................................................................................... .............................................. . P.I.A.G.O.N.A.L BRACES (O.P.T.I.O.N.A.L) .................................... . . . ...... ............................................................ :,6 ... .... .... .... ... .... ... ... ... .... .... ... ... . .... ... ... .... ... .... ... ...................................................................................... ! ........................................ . . U.N.D.E.R .CLAM.PS. . ....................................... . .. .......I .................... END.CAPS..(ONAL) ..................:....................................................................................................r..�........,............................................'......................I.............. ..1...... .. ............!..6 WIRE CLIPS (OPTIONA 6-, .............. ............................................................................................. ................ I .................................................................. ­­ .............. .............. .................................. ! ............ . WARRANTY 7 ......................................................................................................................................................................................................................................................................................... ............................................................. . DISCLAIMER -This manual describes the proper installation procedures and provides necessary standards required for product reliability, and warranty. All installers must thoroughly read this manual and have a clear understanding of the installation steps and Procedures p•rior to installation. Failure to follow these guidelines may result in prbperty damage, bodily injury or even death. % IT IS THE INSTALLER'S RESPONSIBILITY TO: Ensure that the installation is completed by a licensed solar professional. Comply with all applicable local or national building codes, including any that may supersede this manual. Ensure all products are appropriate for the installation, environment, and array,under the site's loading conditions. • Use only lronRidge parts or parts recommended by lronRidge; substituting parts may void any applicable warranty. Review the Design Assistant, Engineering Design Guide, and Certification Letters to confirm desigri specifications. • Comply with'all applicable fire codes including, but not limited to, keeping walkways clear and avoiding obstacles • Ensure provided information is accurate. issues resulting from inaccurate information are the installer's responsibility.. • Confirm with the module manufacturer that Ground Mount is compatible with the selected module. Validate foundation parameters prior to installation, as a local geotechnical report may be required to assess ground conditions. We recommend consulting with a 16cal engineer familiar with local regulations and build site requirernents, including soil conditions, terrain and load criteria. All parameters may impact foundation requirements. Ensure safe installation of all electrical aspects of the array. All electrical installation and procedures should be conducted by a licensed and bonded electrician or solar contractor. All work must comply with national, state and local installation procedures, product and safety standards. - 2115 IRONRIDGE, INC. VERSION 2.23 GROUND MOUNT INSTALLATION MANU`AL- 1 CHECKLIST PRE -INSTALLATION PRIMARY COMPONENTS r , ❑ 'Verify module compatibility with Ground Mount. ❑' Purchase 2" or 3" schedule 40 steel pipe (ASTM A53 Grade B) or mechanical tubing (Allied Flo -Coat and " Gatorshield) for structure. O Verify that needed components have been obtained. A Contact your local distributor for any additional parts. XR1000 Rails �+ Rail Connectors Aluminum Aluminum TOOLS REQUIRED 0- Post Hole Digger or Powered Auger 4' ❑ Socket Drive (7/16", 9/16", and 1/2" Sockets) ❑ Torque Wrenches (0-240 in -lbs and 10-40 ft -lbs) ❑ Transit, String Line, or Laser Level "- Top Caps s . ' -End Clamps •� ,,,}• Aluminum' '. t. Aluminum '❑. 3/16" Allen Head TORQUE VALUES �? - ` ❑ Top Cap Set Screws (3/8"-16) Schedule 40 Pipe: 240 in -lbs ,z 2" Allied Mechanical Tubing: 132 in -lbs Mid Clamps Grounding Lugs _ i Aluminum. ., 'Tinned Copper & SS 3" Allied Mechanical Tubing: 192 in -lbs O Top Cap U -Bolt Nuts (3/8°-16):•180 in -lbs SECONDARY COMPONENTS ❑ '.Rail Connector Bracket Nuts (3/8"-16): 204 in -lbs ❑ 'Rail Connector U -Bolt Nuts (3/8"-16): 60 in -lbs ❑ Grounding Lug Nuts (1/4"-20): 120 in -lbs fl C,rrninriinn I iin•Rpt grraum fl RA Rd in-Ihc r1 , ' Wire Clips Under Clamps ' .❑ .End Clamp Nuts (1/4"-20): 84 in -lbs Polycarbonate ;. Aluminum O Standard Mid Clamp Nuts (1/4"-20): 120 in -lbs ` ❑ , -Grounding Mid Clamp Nuts (1 /4"-20): 84 in -lbs (55 in -lbs for SunPower Modules) ❑. Diagonal Brace Hardware (1/2"-13): 480 in -lbs O ', Under Clamp Nuts (1 /4"-20): 120 in-lbst End Caps ' Diagonal Braces Polycarbonate Aluminum . O 2015 IRONRIDGE,• •UND MOUNT INSTALLATION 1. BUILD BASE A. MARK LOCATIONS l Establish pier locations. Once grid of pier locations has beeri set, verify all angles are square. 0 Spacing varies with load conditions. Consult engineering specs. B. POSITION PIERS , ` ' " .- y • �'' ' Excavate for -foundations, insert vertical piers, and pour ` concrete foundations. Make sure vertical piers are plumb, level, and square, in parallel rows, evening tops with level.: 0 For concrete foundations, brace piers until cured. 21 In some cases, cross bracing is required to provide extra support for piers. If required, install Diagonal Braces at this time. x x r` i f 1 .. -t CONNECT2. SUBSTRUCTURE 1 r'A. MOUNT TOP CAPS rt Mount a Top Cap ori each pier. Wait to tighten set screws. _ `; ' _ • ,` M © If using Diagonal Braces, install them prior to Top Caps. B. LAY CROSS PIPE` Set cross'pipes/tubing in Top Cap grooves. Attach with 34'-16 U -bolts, flange nuts, flat washers, and lock washers. Torque U -bolts to 180 in -lbs. Complete and align entire assembly. Torque Top Cap set screws to 240 in -lbs for Schedule 40 Pipe, 132 in -lbs for 2" Allied Mechanical' Y..,. Tubing, and 192 in -lbs for 3" Allied Mechanical Tubing:-' . © 2015 IRONRIDGE, INC. VERSION 2.23 GROUND MOUNT INSTALLATION MANUAL - 3 3. PLACE RAILS /lr ,A. ATTACH HARDWARE r On -ground, attach Rail Connector bracket to rail by sliding • 3/8"-16 bolts into side slot. Space out to match pier spacing. With bracket in place, finger tighten flange nuts onto bolts. Repeat.for remaining Rail Connectors. 0 If using Mid Clamps with hex bolts, slide provided 1/4"-20 bolts • into top slot of rails at this time. Space bolts for panel spacing. 0 Tape ends of rail, to keep bolts from sliding out while moving.* B. FASTEN CONNECTORS Center rails on cross pipes, leaving equal distance on - ends. Secure with Rail Connector hardware: 3/8"-16 U -bolts, flange nuts, flat washers, and lock washers.. Torque U -bolt to 60 in -lbs and bracket to 204 in -lbs" ` 0 Spacing between rails should align with module mounting holes. ,r WEEB LUGS Review Wiley WEEB Installation Instructions, using 6-10 AWG (minimum) solid copper grounding wire. Torque hex nut to.120 in -lbs and set screw to 84 in -lbs. f © 20151RONRIDGE, INC. VERSION 2.23 GROUND MOUNT INSTALLATION MANUAL - 4 =4SECURE LUGS WEEB LUGS Review Wiley WEEB Installation Instructions, using 6-10 AWG (minimum) solid copper grounding wire. Torque hex nut to.120 in -lbs and set screw to 84 in -lbs. f © 20151RONRIDGE, INC. VERSION 2.23 GROUND MOUNT INSTALLATION MANUAL - 4 15. CLAMP MODULES77/-* A. END CLAMPS Place first module in position on rails, a minimum of 1.5" from rail ends. Secure End Clamps on rails, ensuring they are hooked over top of module. Torque to 84 in -lbs. B. MID CLAMPS Slide Mid Clamp T -bolts in top rail slots, placing them flush against opposite side of module. Place second module into position on rails, against Mid Clamp bolts. Put a Mid Clamp, then flange nut, on each bolt. Torque to 120 in -lbs. Repeat for each following module. ✓❑ Refer to WEEB Installation Manual for installing WEEB Clips. © If using Under Clamps or Wire Clips, refer to Page 6. © If using Grounding Mid Clamps, refer to Grounding Mid Clamp Installation Manual. C. END CLAMPS Place last module in position on the rails, a minimum of 1.5" from rail ends. Secure End Clamps on rails, ensuring they are hooked over top of module. Torque to 84 in -lbs. D. REPEAT STEPS Clamp remaining module rows• ❑ If using End Caps, refer to Page 6. Torque to 84 in -lbs .—A .... C ,_- © 20151RONRIDGE, INC. VERSION 2.23 GROUND MOUNT INSTALLATION MANUAL - 5 SUNNY BOY 300OTL-US / 380OTL-US /4000TL-US / 500OTL-US / 600OTL-US / 700OTL-US / 770OTL-US SMA -J Certified Innovative Powerful Flexible • UL 1741 and 16998 compliant • Secure Power Supply provides • 97.6% maximum efficiency • Two MPP trackers- provide • Integrated AFCI meets the require- daytime power during grid outages • Wide input voltage range numerous design options ments of NEC 2011 690.11 • Shade management with OptiTroc • Extended operating Global Peak MPP tracking temperature range SUNNY BOY 3000TL-US / 380OTL-US /4000TL-US / 5000TL-US / 6000TL-US / 7000TL-US / 770OTL-US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US/7000TL-US/7700TL-US represents the next step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTracTM Global Peak mitigate the effect of shade and allow for installation at challenging sites. The unique Secure Power 4P90N Tilt &Supply feature provides daytime power in the event of a grid outage. High performance, flexible design and innovative * features make the Sunny Boy TL -US series the first choice among solar professionals. O tr scQ 9ti0 rMPoVi�O Technical data Sunny Boy 3000TL-US Sunny Boy 380OTL-US _ -24- = Sunny Boy 40007E -US 208 V AC 240 V AC 208 V AC 0 V AC,208 V AC 240 V AC Input (DC) Max. usable DC power(9 cos-yp-=_1) .- - 3200 W j 4200 W 4200 W Max. DC60 voltage _ 0 V 600 V 600 V Rated MPPT voltage range _ 175 - 480 V 175 - 480 V 175 - 480 V MPPT operating voltage_range 125 - 5_00 V 125 - 500 V 125 - 500 V Min. DC voltage /-start voltage _ _ , , 125 V / 150 V 125 V / 150 V , 125 V / _150 V _Max operating input current / per MPPJrocker - 18 A / 15 A _ - 24 A / 15 A , , -- _ 24 A_/ 15 A Number of -MPP -trackers /strings per MPP tracker2 / 2 Output (AC) AC no M1 _, 3.000 W 3330 W 3840 W 4000 W - Max, AC apparent power , " -- 3000 VA 3330 VA 3840 VA _ _. 4000 VA Nominal AC volts a ad'ustoble 9 /, _I .'_ v- _ 208 V • _ / 240V/• -._ ''', 208V/• ;, 240V/• _ _, __ ..._. 208 -V/• 240-V/• t --- AC voltage _ran ge 183 - 229 V ; 21 1 - 264 V 183 - 229 V 2I 1 - 264 V 183 - 229 V 211 - 264V AC -grid frequency; range 60 Hz / 59.3 - 60.5 Hz 60 Hz/ 59 3-6 0.5 Hz 60 Hz / 59.3 60.5 Hz Max. output current _ 15 A16 A 20A _ Power factor (cos N)_ r Output phases /line connections - _ _.I , 1 / 2 _ 1 /2 - 1 2 Harmonics - < 4% - < 4% < 4. - Efficiency _Max efficiency 97.2% a 97.6% 97.2% 97.2% 97.5% w CEG efficiency _ _ _q_ 96.5% J _ 96 5% - - ;. 96 5 % 97 0% _ - - - §6.5% _ 97.0_ % Protection devices DC disconnection device • DC reverse polarity protecfion • fault Ground fault monitoring /Grid monitoring __ - • / • -. - AC short circuit protection • All -pole sensitive residual current monitoring unit • Arc fault circuit interrupter (AFCI) compliant to UL 16998 • - Protection class / wervoltage category 1 /1V General data k Oimensions_(W / H -/-P) -in_mm (in),_ __' -- -.fi _ _ _ 490-/ 519_[_185 (19,3 / ?P.5,17 - DC_ Disconnect. dimensions (W /_H /_D) in mm_(in) _ _ -- 187/ 297 /-190 [74/ 117 / 7.5) Packing dimensions (W / H/ DJ in -mm (in) '617/597/266 -(?,4.3/%-23.5/`10.5) _- -- _ DC_Disco- cf packing dimensions (W / H / D) in mm ( in) 370 / 240 / 28O (14.6 / 9.4 / 1.1.0) Weight / DC Disco nnect weight _ 24 kg (53 Ib) / 3._5 kg (8 lb), we Packing ight / DC Disco nnect packing weight 27 kg (60 Ib) / 3.5 kg (8 Ib) Operating temperature range -46 °C ... +60 "C (-40 °F ... +140 °F) r - _ -- -- Noise emission (typical) -- _ _ 5 25-d6(A) <25 dB . L- (A) < 25 dB_ _ (A) r _Intemo) consumption at night < 1 W - < 1 W < I W Topology Transformerless , ; Transformerless Transformerless Cooling "• Convection Convection Convection - Electronics protection rating - NEMA 3RNEMA 30 _ NEMA 3R Features Secure Power -Supply - graphic • • • L Interfaces: R5485 / Speedwire/Webconnect O/O O/O O/O r - - - Warranty: 10 / 15 / 20 years•/O/O - •/O/O •/O/O Certificates and permits (more available on request) UL1741, UL 1998, UL 16998, IEEE1547, FCC Part 15 (Class A & B), CAN/CSA C22.2 107.1-I NOTE: US inverters ship with gray lids Type designation SB 3000TL-US-22 SB 380OTL-US•22 SB 4000TL-US-22 I ............................. Efficiency curve SUNNY BOY 5000T1US22 240Voc1...........................• •--..... ............. .a 98 96 94 i 92 • c m u w 9D 85 0.0 0.2 0.4 0.6 0.8 1.0 Output power / Rated power Accessories Y Speedwire/Webconnect RS485 interface i- interface DM-485CB•US10 - SWD"S.10 600V_ 600V 617/597/266- (24 i_/.�. ._ ..... ............... ............. 125 500 _ -V • t,. , , ?25 - 500 V _ - - - 27.k9 (6016),/-3-5 kg (8 b) - _ 125 7. 500 V -= , 125.V/150V i -40 C ... +60 C-(-40 F - +140 F) __ - ___125V/ISOV..- v8 a v4 r Is aeo VwM ) i� •••• Eta IV„- 175 Vl Eta (V-- 400 V1 —•• eta 1Vh-480 V1 7 _---- 30A/ISA --- 0.0 0.2 0.4 0.6 0.8 1.0 Output power / Rated power Accessories Y Speedwire/Webconnect RS485 interface i- interface DM-485CB•US10 - SWD"S.10 Fan kit for SB 3000/3800/ j �. 4000/5000TWS22 1. FANKIT02.10 ( Ir 0 Standard feature 0 Optional feature - Not available Data at nominal conditions Sunny Boy 50007E US Sunny Boy 6000TL-US Sunny Boy 7000TL-US Sunny Boy 770OTL-US 208 V AC 240 V AC 208 V AC 240 V AC 208 V AC i 240 V AC 208 V AC ; j 240 V AC -_ 5300 W _ 63 -- 00-W i- - - -----------7300 W _ -- - -.,60-0-V 600V_ 600V 617/597/266- (24 210-480 V - v-6/240/28'- --- — -�- -270 -__--_-----_--600V 125 500 _ -V • - = 125 - 500 V , , ?25 - 500 V _ - - - 27.k9 (6016),/-3-5 kg (8 b) - _ 125 7. 500 V -= , 125.V/150V J25V/1.50V _ -40 C ... +60 C-(-40 F - +140 F) __ - ___125V/ISOV..- 30A/1515A -- ;'-- _---- 30A/ISA --- -- -- - --- - -- -- 2/ --- == --- - -- -- - _ -_- -_ - - ---' 4.550 W - 5000 W-5200 W 6000 W _--- - - , -- .. 6000 W _ ; 7000 W _ , 50 - 6650 W 7680 W f 4550 VA_ _ 5000 VA ,_ __-5200 VA 6000 VA 1 6000 VA 1 ( 70.00 VA _ . _ 6650 VA j. 7680 VA 208V/i 240V%• _208V%� 240V/� ' 203V/�lf _. _ 24 V / 0_ 8 0 20 V / �. 24 V % � - 183 229 V _ 21.1 - 264 V - - 183 229 V _ 211 - 264 V -- r_ 183 - 229 V _� r 211 - 264V 183 229 V 2-1 1 264 60 Hz / 59.3 60.5 Hz - - 60 Hz / 59.3 - 60.5 Hz - -- -- -- 60 Hz / 59_3 60.5 Hz - --- _V 60 Hz / 59 3 -6 1 0 .5 Hz --- - r _22A -- = - 25A �� _ _ 29.2A - ---- <4% <4/ <4% -_. _ 490/519_/ 185(193/20.5/731- 187/297/190 (74/11.7/7.5) _-- - 617/597/266- (24 v-6/240/28'- 24 kg (53 Ib) / 3 5 kg _. - - - 27.k9 (6016),/-3-5 kg (8 b) - -40 C ... +60 C-(-40 F - +140 F) __ - -. - 29 dB(A) - ' _ Transformerless_ -- - Transformed ess - Transformerless J Convection _Transfo_r.merless _. rFan Fon _ Fang _--- NEMA 3R NEMA 3R_ NEMA 3R- "_ __ NEMA 3R as no is y:: More efficient Shade management Easier ....-� tt ..Tati Grab �,,' _ti - •l'". r,c;: e• - — -- -- --- - — Secure Power Supply Broad temperature range Flexible communications .i • A NEW GENERATION OF INNOVATION THE SUNNY BOY TL -US RESIDENTIAL SERIES HAS YET AGAIN REDEFINED THE CATEGORY. Transformerless design in all types of climates and for longer periods of Leading monitoring time than with most traditional string inverters. ' and control solutions The. Sunny Boy 3000TL-US / 380OTL-US / 4000TL-US / 5000TL-US / 6000TL-US / Secure Power Supply The new'TL-US residential line features more T, g 7000TL-US / 7700TL-US are transformerless than high performance and a large graphic 5 _ inverters, which means owners and installers One of many unique features of the TL -US . display. The monitoring and control options 'benefit from high efficiency and lower weight. residential series is its innovative Secure provide users with an outstanding degree of b A wide .input voltage range also means the Power Supply. With most grid -tied inverters, flexibility. Multiple communication options inverters will produce high amounts of power when the grid goes down, so does the solar- allow for a highly controllable • inverter 4 5 under a number of conditions. powered , home. SMA's solution provides and one that can be monitored on Sunny I s daytime energy to a dedicated power outlet Portal from anywhere on the planet via an Additionally, transformerless inverters have during prolonged grid outages, providing Internet connection. Whether communicating g been shown 'to be among the safest string homeowners with access to power 'as long as through RS485, or SMA's new plug -and -play % t 'inverters on the market. An industry first, the TL- the sun shines. WebConnect, installers can find an optimal u1 US series has been tested to UL 1741 and UL solution to their monitoring needs. _ 9' 16998 and is in compliance with the arc fault Simple installation requirements of NEC 2011.. Wide Power Class Range As a transformerless inverter, the TL -US - Increased energy production residential series is lighter in weight than Whether you're looking for a model to 5 its transformer -based counterparts, making' maximize a 100 A service panel or trying A OptiTrac'm Global 11 Peak, SMA's shade- it easier to lift_ and transport. A new wall , to meet the needs of a larger residential PV t t - 'tolerant MPP tracking algorithm,' quickly mounting plate features anti -theft security and system, the Sunny Boy TL -US with Secure adjusts to changes in solar irradiation, which makes hanging the inverter quick and easy. A Power Supply has you covered. Its wide - mitigates the effects of shade and results in simplified, DC wiring concept allows the DC range of power classes -from 3 to 7.7 kW= higher total power output. And, with two MPP disconnect to be used as a wire raceway, offers customers the right size for virtually any trackers, the TL -US series can ably handle saving labor and materials. residential application. The TL -US series isnot ' complex roofs with multiple orientations or only the smartest inverter on the planet, it's also string lengths. The 380OTL-US and 770OTL-US models allow the most flexible. installers to maximize system size and energy An extended operating temperature range of production for customers with 100 A and 200 3 -40 OF to +140 OF ensures power is produced A service panels. ,* Toll Free +1 888 4 SMA USA. ' r WWW.SMA-America.com SMA America, LLC . i PAA I&IAL I FWL`n EXHIBIT: EX -0001 DESIGN CRITERIA & MATERIAL SPECIFICATIONS: PER ASCE 7=10/WIND LOADING MAXIMUM MODULE WEIGHT IS 3 psf ALUMINUM XR1000 RAIL MODULE HARDWARE 300 SERIES OR 18-8 . STAINLESS STEEL APPROVED PIPE: - ASTM A53 GR B, GALV. SCHD 40 - ALLIED MECHANICAL TUBING, 50 KSI, 12 GA, GALV 6' MAX FINAL GRADE DETAIL C SCALE 1 :6 rKVrllll AKT ANUI-Vr4NWtN11AL mO .q M DO NOT THE DMIWAmRcaarencawr�map. aMnwru 'W rxovamoF REV. DESCRIPTION DATE APPROVED -- SCALE DRAWING Gt04RS OZ. �g-�� MRO'vAUORASAVIi.wwr.lq=TNEYGRRiER A INITIAL RELEASE(ECR —( — — F'cI81)SSION OF R0AMG9 WC. IS FROHISTIM B INCLUDED APPROVED PIPE TABLES 08!09/2015 1M1 4 MODULE ROWS, 2" PIPE 7-6" — PERMIT # K-.4 l BUTTE COUNTY —XR1000 RAIL CONNECTIONV IG TO HORIZONTAL CROSS,il � 0(CONNECTOR, RAILS A DATE C3 I b CROSS PIPE XR1000 RAIL VARIES CE 6" MAX -�5m SrF, MID CLAMP MODULE CONNECTIC TO XR1000 R END CLAMP MODULE CONNECTION TO XR1000 RAIL DETAIL A SCALE] 4 /ll& IRON RIDGE GROUND MOUNT SYSTEM 2" PIER. 4 SOLAR MODULE ROWS SIZEA Dv+G. No. EX -0001 B'' SCALE;1:25 I WEIGHT: SHEET I OF 51 MA I EMIA L MNen EXHIBIT: EX -0001 DESIGN CRITERIA SE MATERIAL SPECIFICATIONS: PER ASCE 7-10/WIND LOADING MAXIMUM MODULE WEIGHT IS 3 psf ALUMINUM XR 1000 RAIL MODULE HARDWARE 300 SERIES OR 18-8 STAINLESS STEEL APPROVED PIPE: - ASTM A53 GR B, GALV. SCHD 40 - ALLIED MECHANICAL TUBING, 45 KSI, 8 GA, GALV EQ DISTANCE I 6" MAX FINAL GRADE DETAIL G SCALE 1 :6 rKurNitlANT ANu k-UNrlVtNOAL DO NOT THE NFOPNAMN=4TAD O N TM OAFWWO IE THE SOLE PMPERYOF SCALE DRAWING LtDNR=EOd.A4YKEPR0OX N N PART OR ASA WHOLEWfifmVf THE WRMEN PERMMEW OF RObF OE NC. RPHONIWM 4 MODULE ROWS, 3" PIPE, F 14' MA X TILT ANGLE VARIES 85.44 3" GALVANIZED PIPE 7-6" — EQ DISTANCE \ �E XR1000 RAIL VARIESCE 6" MAX XR1000 RAIL CONNECTION DETAIL1 L' , TO HORIZONTAL CROS IWT# r (CONNECTOR, RAIL SGA 3") BUTTE CO,U/NTYD�EAV�ELOPME TSERVICES ED FOR .,.. 'S.PIPE r()PIPE OO V 1 pl - l A !!r BY— MID CLAMP MODULE CONNECTION TO XR1000 RAIL DETAIL F SCALE 1 :4 :LAMN JLE CONNECTION 1000 RAIL DETAIL E SCALE 1 : 4 APPROVED 3" PIPE ALLIED MECHANICAL TUBING '' ALLI D MECH. TUBING, S GA - " 45 ksi YIELD STRENGTH. GALVANIZED (ALLIED FLOCOAT, GATORSHIELD, OR HOT GIPPED) ass n TOP CAP SET SCREW INSTALL TORQUE: 16 ft'Ibs 3500 in -ASTM A53'GR B. 35 ksi YIELD STRENGTH - HOT DIPPED GALVANIZED TOP CAP SETSCREW INSTALL TORQUE: 20 ft`Ibs DRAWN SU Ub iU-A)14 CHECKED SM 0&4D2-2014 I RON RI DGE ENG gPPR. MFG APM — O.A. - - GROUND MOUNT SYSTEM 3" PIER, DIMENSIONS ARE IN INCHES. 4 SOLAR MODULE ROWS TOLERANCES:s¢E DWG. r!O. RIEy, XX: +/-.030 q EX -0001 B XXX: +/- .010 ANC;IFS* +/-I° • SCALE:1:25 I WEIGHT: SHEV20F5 EXHIBIT: EX -0001 PLAN VIEW (6 PIER LAYOUT SHOWN) S PERMIT# f7:2 «o BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COD COMPLIANCE DATE gYw_. f —CROSS PIPE XR1000 RAIL MODULE SUPPORT SLOPE DOWN SOLAR MODULE %� IRONRIDGE GROUND MOUNT SYSTEM, 4 COMMENTS: SOLAR MODULE ROWS SIZE UWG. NO. UO 140T REy. A EX -0001 a SCALE DRAWING SCALE:1:25 I WEIGHT: SHEET 3OF5 0.4 X L (MAX) 0.4 X L (MAX) PIER SPACING PIER SPACING ---------------- I II I II I II I II r-- ----------- --��-- II II II II ----- ----- --�-- II II II ,I ----------- --� ,I ,I � II ,I ----------- -- �—----------- --� I I , ------ I --------- I 1I ----------- -- -- -- L-- ----------- I —J L-- ----------- --J L -- -----I----- --J L-- ----------- --J L—I-------------J r-- ----------- I --jr I —— —------- ---Ir-- -----I----- --fir-- ----------- — — fir — ----------- I --- I I I I I II t II 1 � II II II � II ( I I II:L II I II II 1 1 II � I I I I II II—----------- I L-- ----------- J—_II--J --� L-- ----- ----- L-- --J ----------- L— ----------- -—� I tltl r I n_ r' ----- I n ----- r ----------- I n r I ----------- -- n r I U r 1 I 1 r I n I r r I I n I I n r 1 I n I r I „ n n r I n r I I I, r r n r n r n r ,I n r I n r i r i i n r i i tl r -----------r —� L--n-----------r--� L--tl----- -----r —� L--tl-----------r J L— n-----------r--J r-- ----------- 1 —fir-- I 11 I ----------- — — -I I � I r -- ----- I ----- --fir-- II I ----------- --1 I I r— I ----------- --� I II I I II I I I I I 11 I I d I II I I I I I I II I I I I I I I I I to I II I 11 I I I I I I I I I I I I I tj I I II L-- ----------- --J L-- ----------- -- J I II L-- --J L-- -- J I L-- S PERMIT# f7:2 «o BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COD COMPLIANCE DATE gYw_. f —CROSS PIPE XR1000 RAIL MODULE SUPPORT SLOPE DOWN SOLAR MODULE %� IRONRIDGE GROUND MOUNT SYSTEM, 4 COMMENTS: SOLAR MODULE ROWS SIZE UWG. NO. UO 140T REy. A EX -0001 a SCALE DRAWING SCALE:1:25 I WEIGHT: SHEET 3OF5 EXHIBIT: EX -0001 VARIES VARIES 2'-6" U -BOLT 1 PIECE CAS' ALUMINUM MOUNTING C NORTH VIEW ski Irl r PIER SPACING GALVANIZED PIPE DETAIL D CONNECTION BETWEEN VERTICAL PIER SCALE 1 :6 AND HORIZONTAL CROSS PIPE Did IRONRIDGE GROUND MOUNT SYSTEM, 4 COMMENTS: SOLAR MODULE ROWS SIZE DWG. NO. RF'y. T EX -0001 B DO NOT SCALE DRAWING SCALE:1:25 WEIGHT; SHEET 4OF5 GENERAL NOTES y CA FOR BUTTE COUN TY 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2013 CALIFORNIA ELECTRIC CODE (CEC), BUILDIPIG INSPECTION BEFORE 2013 CALIFORNIA BUILDING CODE (CB), LOCAL MUNICIPAL CODE, AND LOCAL FIRE DISTRICT I , ]i REGULATIONS. 18 COVERING TO VERIFY y 2. ALL EQUIPMENT SHALL BE LISTED AND LABELED PER RECOGNIZED ELECTRICAL'TESTING INSTALLATION - LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURERS' INSTRUCTIONS. ��— (E) MAIN SERVICE PANEL & o (N) AC DISCONNECT 3. PHOTOVOLTAIC (PV) MODULES AND INVERTERS SHALL BE WARRANTED FOR A PERIOD OF AT LEAST TEN YEARS. (N) PV INVERTER 4. ALL OUTDOOR EQUIPMENT SHALL BE NEMA 313 (OR BETTER). ; (N) SOLAR ARRAY 5. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE REQUIREMENTS OF CEC ARTICLE 250. A 6. ALL PV EQUIPMENT SHALL BE INSTALLED PER CEC ARTICLE 690 PARCEL NUMBER: 069-430-004-000 SITE PLAN 7. ALL BACKFEED BREAKERS SHALL BE IDENTIFIED AS SUCH AND SHALL BE SECURED IN PLACE SCALE: 1/64° = 1' BY AN ADDITIONAL FASTENER PER THE REQUIREMENTS OF NEC ARTICLE 408.36 (D). 8. ALL CONDUCTORS AND TERMINATION SHALL BE RATED FOR 900 C MINIMUM. 9. PER CEC ARTICLE 690.31, ALL EXPOSED PV CONDUITS SHALL BE PERMANENTLY LABELED WITH FADE RESISTANT MATERIAL AS "PHOTOVOLTAIC POWER SOURCE". INSTALL LABELS EVERY 10 FEET ON EXPOSED CONDUIT AND ON ALL PULL BOXES AND JUNCTION BOXES. PERMIT# – BUTTE COUNTY DEVELOPMENT SERVICES RE1/IEWED FOR CO COMPL--IANCE DATE BY r Solar System 60 Oropond Lane Oroville. CA 95966 OWNER Steve Mackey 60 Oropond Lane Oroville, CA 95966 [530] 589-4931 SYSTEM DESIGN Jason Jones BERKELEY RENEWABL 1200 5th Street, Suite 30 Berkeley, CA 94710 [510] 520-6440 STRUCTURAL DES Jessica Jones, PE, SE JK JONES CONSULTING & 7715 Ward Avenue EI Cerrito, CA 94530 [510] 776-0607 LLC _ oc 5976e it EXP/W1-.l, 7' N�1,)-, C IV 1 OQ��\r OF CALIF submissions date issue B-7-2016 SUBMITTAL sheet title SITE PLAN sheet number 1.0 SYSTEM DESCRIPTION THESE DOCUMENTS DESCRIBE THE CONSTRUCTION REQUIREMENTS FOR A NEW 6.72 KW STC CAPACITY PHOTOVOLTAIC SYSTEM FOR THE RESIDENCE AT 60 OROPOND LANE IN BUTTE COUNTY, CALIFORNIA. 1. THE OUTPUT PV SYSTEM SHALL BE CONNECTED IN ACCORDANCE WITH NEC ARTICLE ` 690.64(B) TO THE MAIN PANELBOARD LOCATED ON THE EXTERIOR WALL OF THE ATTACHED GARAGE OF THE MAIN RESIDENCE. R 2. PV MODULES SHALL BE MOUNTED ON THE GROUND AS SHOWN USING STEEL PIPE AND _ ALUMINUM FRAMING OR EQUIVALENT. I o - 3. THE PV INVERTER SHALL BE LOCATED ON THE SOUTH WALL OF THE LLAMA DEN UNDER THE Z EAVE. _ - 4. THE NEW PV MODULES SHALL BE WIRED IN TWO (2) PARALLEL STRINGS OF 14 PV MODULES, f Remove vegetation. and debris from .i rider FOR A 428 VDC NOMINAL OUTPUT. and away from structure. Maintain 5. THE UNCOMBINED DC OUTPUTS FROM THE PV ARRAY SHALL BE ROUTED UNDERGROUND': COMPLY WITH CAL:IFORNL4� clearanoe fora fire safe environment . KEEP CALIFORNIA GREEN : ' . SUITABLE CONDUIT TO THE INVERTER. ELECTRICAL CODE- AA77CLE 250 PREVENT WILDFIRES IN BUTTE COUNTY 6. THE DC OUTPUTS SHALL BE COMBINED AT THE PROVIDED TERMINALS AT INPUTS OF THE I REQUIREMENTS FOR GROUNDING INVERTER'S INTEGRATED DC DISCONNECT. BUTTE AND.BONDING MAI - COUNTY l T RE) NC (E) GARAGE AUG 12 2016 DEVELOPMENT (E) LLAMA SERVICES DEN GENERAL NOTES y CA FOR BUTTE COUN TY 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2013 CALIFORNIA ELECTRIC CODE (CEC), BUILDIPIG INSPECTION BEFORE 2013 CALIFORNIA BUILDING CODE (CB), LOCAL MUNICIPAL CODE, AND LOCAL FIRE DISTRICT I , ]i REGULATIONS. 18 COVERING TO VERIFY y 2. ALL EQUIPMENT SHALL BE LISTED AND LABELED PER RECOGNIZED ELECTRICAL'TESTING INSTALLATION - LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURERS' INSTRUCTIONS. ��— (E) MAIN SERVICE PANEL & o (N) AC DISCONNECT 3. PHOTOVOLTAIC (PV) MODULES AND INVERTERS SHALL BE WARRANTED FOR A PERIOD OF AT LEAST TEN YEARS. (N) PV INVERTER 4. ALL OUTDOOR EQUIPMENT SHALL BE NEMA 313 (OR BETTER). ; (N) SOLAR ARRAY 5. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE REQUIREMENTS OF CEC ARTICLE 250. A 6. ALL PV EQUIPMENT SHALL BE INSTALLED PER CEC ARTICLE 690 PARCEL NUMBER: 069-430-004-000 SITE PLAN 7. ALL BACKFEED BREAKERS SHALL BE IDENTIFIED AS SUCH AND SHALL BE SECURED IN PLACE SCALE: 1/64° = 1' BY AN ADDITIONAL FASTENER PER THE REQUIREMENTS OF NEC ARTICLE 408.36 (D). 8. ALL CONDUCTORS AND TERMINATION SHALL BE RATED FOR 900 C MINIMUM. 9. PER CEC ARTICLE 690.31, ALL EXPOSED PV CONDUITS SHALL BE PERMANENTLY LABELED WITH FADE RESISTANT MATERIAL AS "PHOTOVOLTAIC POWER SOURCE". INSTALL LABELS EVERY 10 FEET ON EXPOSED CONDUIT AND ON ALL PULL BOXES AND JUNCTION BOXES. PERMIT# – BUTTE COUNTY DEVELOPMENT SERVICES RE1/IEWED FOR CO COMPL--IANCE DATE BY r Solar System 60 Oropond Lane Oroville. CA 95966 OWNER Steve Mackey 60 Oropond Lane Oroville, CA 95966 [530] 589-4931 SYSTEM DESIGN Jason Jones BERKELEY RENEWABL 1200 5th Street, Suite 30 Berkeley, CA 94710 [510] 520-6440 STRUCTURAL DES Jessica Jones, PE, SE JK JONES CONSULTING & 7715 Ward Avenue EI Cerrito, CA 94530 [510] 776-0607 LLC _ oc 5976e it EXP/W1-.l, 7' N�1,)-, C IV 1 OQ��\r OF CALIF submissions date issue B-7-2016 SUBMITTAL sheet title SITE PLAN sheet number 1.0 w !;v 9 L L 10. 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L I 1 I I I I 1 �1 I 1 GND STRING CONNECTION DIAGRAM SCALE: NTS , STRING LENGTH INVERTER OUTPUT CIRCUIT (TO MAIN SERVICE PANEL) DC OPERATING CONDITIONS PV MODULES PER STRING = 14 - PROTECTION (CIRCUIT BREAKER FOR BACKFEED) = 30 A 14 MODULES PER STRING Voc = 14' 37.6 = 526 VDC CONDUCTOR (8 AWG THWN) = 40 A Pdc PER MODULE = 240 Wp NEC 690.7 CORRECTION FACTOR (-7° C) = 1.13 Pdc = 2 " 14 ' 240 = 6720 W Voc,max = 10' 44.9' 1.13 = 594 VDC INVERTER OUTPUT CURRENT SMA SUNNY BOY 6000TL-US-22, Voc,max = 600 VDC NEC 690.8(A)(3) => Isc,max = Icont,max Vmp = 14 ` 30.6 = 428 VDC POWER = 6000 W PV SOURCE CIRCUIT (TO INVERTER) OUTPUT VOLTAGE = 240 VAC PER MPPT INPUT NUMBER OF SOURCE INPUTS = 2 Isc,max = (6000/240) = 25 A Imp = 1 " 7.87 = 7.87 A NUMBER OF PARALLEL STRINGS = 2 CONDUCTOR (12 AWG PV WIRE) = 30 A NEC 310.15 FACTOR (4 CONDUCTORS) = 0.80 PER INVERTER AMPACITY=40'0.80=32A Imp = 2 * 7.87 = 15.7 A PER STRING Isc=8.22A NEC 690.8.A.1 FACTOR (SOLAR NOON) = 1.25 NEC 690.8.B.1 FACTOR (CONDUCTOR) = 1.25 Isc,max = 1 ' 8.73 ' 1.25 ' 1.25 12.8 A NEC 690.31 FACTOR (60° C RATING) = 0.71 e 12 AWG AMPACITY = 30 " 0.71 = 21.3 A PERMIT# f �56 (0 �I S ) BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR LO® 119—BY�OMPL-IA WJE DATE— 60 Oropond Lane Oroville, CA 95966 OWNER Steve Mackey 60 Oropond Lane Oroville, CA 95966 {530] 589-4931 SYSTEM DESIGN Jason Jones BERKELEY RENEWABLES L 1200 5th Street, Suite 300 Berkeley, CA 94710 [510] 520-6440 STRUCTURAL DESIGN Jessica Jones, PE, SE JK JONES CONSULTING & E. SlQ,I, 7715 Ward Avenue EI Cerrito, CA 94530 �lvQ SGP F� [510] 778-0607 UJI 59764- m EXP ��"ri CIVtt submissions date issue 8-7-2016 SUBMITTAL sheet title STRINGING sheet number rV On 1 1 -;,. P2 I I " Pq I x 1) < 0 ca C7 > C L C, CD 0;Lu .< -n It Uj :L ro < 0 s I),Ljj UJ li> < I (D ji 0 CD If 0 r.M < 15 53 > it > C_ ID UJ tD C; 0 Oj ,n nl acl -,-i CL LL! < 0 A Lrr, 61 x 1) < 0 ca C7 > C L C, CD 0;Lu .< -n It Uj :L ro < 0 s I),Ljj UJ li> < I (D ji 0 CD If —5 S, < 15 53 > it > C_ Cx UJ Lu C; 0 Oj ,n nl acl -,-i CO LL! < 0 A Lrr, !> < r) > LU C., u X Uj 1.11 q. Z5. CC) < -0 x 1) < 0 ca C7 > C L C, CD 0;Lu .< -n It Uj :L ro < 0 s I),Ljj UJ li> < I (D ji CD If S, > it > Cx w uj CO 0 rp C- C; 0 Oj ,n nl acl C, cu m LL! < 0 A Lrr, !> tr > r:2 C..) C., ix, ? :� �!) > " LU 00_00 tx; CC) v) ut 0-1 0 111 ca Y_ 1> 5; !In t7 > > T, c I C) < :13 S—, !if F_ ._q 0 > 1 > ---i Ci C , C) �,w w * to 1-1 0 —, -4 b LU C: U: I> x 1) < 0 ca C7 > C L C, CD 0;Lu .< -n It Uj :L ro < 0 s I),Ljj UJ li> < I (D ji CD If S, > it > Cx C) CO 0 rp C- C; 0 Oj ,n nl acl cu m LL! it vi 013 A Lrr, > -M (3, ix, ? :� �!) > " LU 00_00 tx; CC) v) to m m. M 1.1, uj 0-1 1 zm V-) c) on 03 111 ca > c " -3 Q 01 1 � m IK. ^y 'm 1 U uj I C) < S—, x 1) < 0 ca C7 > C L C, CD 0;Lu .< -n It Uj :L ro < 0 s I),Ljj UJ li> < I + (D "M > zg m CO 0 rp C- nl acl SO u A Lrr, + e Y (D "M > nl acl e Y (D e Y Provide separate grounding conductor _ Provide readily accessible capability to from main electric service panel to remoteS , 1 circuit breaker(s), di connect(s), ' { structures and remote subpanels CEC I n v Art 250.32(D) fuse(s),switch(es) and their accessories A as required and defied in California UTILITY SERVICE a Electrical Code ' 5 8 . Solar = { M 6 t System' _SOURCE CIRCUIT [14 MODULES IN SERIES 7 MAIN 4ERVICE 15A x 2 SMA'SUNNY BOY 6000TL US-22-240VAC1 P EL 60 Oropond Lane -- 200;A Oroville, CA 95966 OMBINE DC INVERTER AC - OWNER r DISCONNECT. DISCONNECT - Steve Mackey 2,3 I - AC r /' _ • . 60 Oropond Lane • I SOURCE CIRCUIT I (14 MODULES IN SERIES SYSTEM ONE LINE DIAGRAM SCALE: NTS i DC, 1 I L 0 Al Orowlle, CA 95sss 1 - l • I. [530] 589-493 _ I ` . i -[MAL LEAD G N TIAIS _FA 1 lh PS,c4CL I T G OPAL Uff BV -MCD 1207* f7F t Y Iit.11:, . COMPLY WITH' CALIFORNIA-`-"'—' 'Y ' IELECTRICAL CODE= ARTICLE 110 x • 1 REQUIREMENTS FOR ELECTRICAL y 2 3 EQUIPMENT INSTALLATIONS (E) MAIN GROUND ELECTRODE ld4t1,(CI6�S �IkxL Be •FIACED 15 - , SHEET NOTES ' ' 'OAD BREAKERS ARE NOT GENERALLY SHOWN IN ELECTRICAL PANELS (N) GROUNDIfV DG CDkDUIT, 'QAGL'4i]R�l'S� THIS SHEET. ALL BACKFED PANELS SHALL INCLUDE A MAIN BREAKER ELECTRODE AND CABLE Q<3�t:MP�L1�S' EV1F�Z� l0' ASID D THE MAIN BREAKER SHALL BE PHYSICALLY LOCATED AT THE OPPOSITE DKE FT. MIA TJDZ, 15010%y AMC ARDE D OF THE BUS FROM ALL OTHER BREAKERS THAT CAN FEED POWER TO V0qR=fttM fat -- EQUIPMENT SCHEDULE ITEM # DESCRIPTION PART NUMBER NOTES 1 PV MODULE SW 240 MONO SOLARWORLD SW 240•MONO,-WATT,'28 TOTAL 2 GROUND CLIPS WEEB-DMC BOND EACH PANEL -TO RAIL IN TWO PLACES , .3 GROUND LUG- WEEBLug-6.7 BOND EACH MOUNTING RAIL TO ECG 4 • PV STRING N/A 14 PV MODULES WIRED IN SERIES STRINGS, 2 TOTAL 5 FUSE HOLDER ODYSSEY 30A MC4 IN LINE, MC4, 15 A FUSE, 2 PER STRING, 6 TOTAL 6'. INVERTER 'SB6000TL-US-22 - 240VAC !SMA SUNNY BOY 6000 WATT PV'INVERTER; 600-VDC INPUT, 240 VAC OUTPUT) - 7 SAFETY SWITCH DG222URB . EATON, 2 POLE, 240VAC, 60A 8 .. SERVICE PANEL ' N/A EXISTING, 240 VAC, 200 A CONDUIT -AND CONDUCTOR SCHEDULE ITEM # CONDUCTOR TYPE WIRE GAUGE ,,NUMBER OF CONDUCTORS CONDUIT TYPE CONDUIT SIZE 1 PV WIRE - BARE CU (EGC) ;•. 12 AWG ' 10 AWG 4 BLACK 1 BARE COPPER PVC, BURIED 3/4" SCH. 80 ' 2 THWN 8 AWG 3-R, 3-W, 1-G (EGC) - PVC, BURIED 3/4" SCH. 80 3 ITHWN 8. AWG 1-R, 1-W, 1-G (EGC) PVC 3/4" SCH. 80 1.2 E SAME BUS (PV BREAKERS, GENERATORS, ETC). ALL SINGLE DIRECTION LOAD BREAKERS SHALL BE LOCATED BETWEEN THE MAIN BREAKER AND THE OTHER BACKFEED BREAKERS TO MINIMIZE OVERALL BUS LOAD. 2. ALL CONDUCTORS SHALL BE MARKED ON EACH END FOR UNIQUE IDENTIFICATION. 3. SMA INVERTER INCLUDES 2 MPPT INPUTS COMBINERS FOR 2 STRINGS `y EACH, AND AN INTEGRATED DC DISCONNECT. + .4. THE MINIMUM DEPTH OF UNDERGROUND CONDUCTORS RUN IN NONMETALLIC RACEWAYS (E.G. PVC CONDUIT AKA NMC) IS DESCRIBED IN a. NEC TABLE 300.5 AS FOLLOWS: 24" BELOW STREETS, ALLEYS, AND PARKING LOTS 12" IN TRENCH BELOW 2" THICK CONCRETE OR EQUIVALENT 18" BELOW ONE OR TWO FAMILY DWELLING DRIVEWAY 5.'WHERE NMC EXITS THE GROUND, USE SCHEDULE 80 , 6. REBAR ENCASED IN CONCRETE MAY BE USED AS A GROUNDING rt ELECTRODE PROVIDED IT IS AT LEAST" DIAMETER, AT LEAST 20 FT OF CONTINUOUS LENGTH PER NEC SECTION 250.52(A)(3) 7. THE FRAME OF EACH SOLAR PANEL IS TO BE BONDED AT TWO POINTS WITH A GROUNDING CLIO'(WEEB-DMC). EACH WEEB-DMC CAN BOND TWO '.SOLAR PANELS. PE ' S. EACH PANEL MOUNTING RAIL IS TO BE GROUNDED VIA WEEB-LUGS (WFFRI iin-R 71 ANTI F:ni IIPMFKrT r.R(11 INIIIPIr; (r)tdnl I(:Tr)R SYSTEM DESIGN Jason Jones BERKELEY RENEWABLES LLC 1200 5th Street, Suite 300 /1 Berkeley, CA 94710 C [510] 520-0440 ' r STRUCTURAL DESIGN Jessica Jones, PE, SE FESJK JONES CONSULTING �N 7715 Ward Avenue �Q� \Gp. ✓OFA EI Cerrito, CA 94530 y C [510] 778-0607 W QC _764 M �l•, CIVIL Gr rs� 1F0. submissions date issue 8-7-2016 SUBMITTAL sheet title ONE LINE sheet number MIT' l - 1COUNTY DEVELOPMENT SERVICES COUNTY FOR. CO E COMPLIANCE BY ' • DA SYSTEM DESIGN Jason Jones BERKELEY RENEWABLES LLC 1200 5th Street, Suite 300 /1 Berkeley, CA 94710 C [510] 520-0440 ' r STRUCTURAL DESIGN Jessica Jones, PE, SE FESJK JONES CONSULTING �N 7715 Ward Avenue �Q� \Gp. ✓OFA EI Cerrito, CA 94530 y C [510] 778-0607 W QC _764 M �l•, CIVIL Gr rs� 1F0. submissions date issue 8-7-2016 SUBMITTAL sheet title ONE LINE sheet number MIT' l - 1COUNTY DEVELOPMENT SERVICES COUNTY FOR. CO E COMPLIANCE BY ' 21 /SII 2 �I STRUCTURAL PLAN VIEW SCALE: 3/16" = 1' re A 1/214 = 1 1 -011 1.3 � System 60 Oropond Lane Oroville, CA 95966 OWNER Steve Mackey 60 Oropond Lane Oroville, CA 95966 [530] 589-4931 9 . SYSTEM DESIGN -- Jason Jones BERKELEY RENEWABLES LLC 1200 5th Street, Suite 300 /r Berkeley, CA 94710 (� 64 3 5 9 [510] 520-6440 PERMIT# �� I BUTTE COUNTY DEVELOPMENT SERVICES REFIEWE® FOR �i CO C6 V'OPLIAN C E IROM DATE t 10 B 't STRUCTURAL DESIGN Jessica Jones, ""' SE I ESS JK JONES CONSULTI 7715 Ward Avenue P Fti Cerrito, CA 9453 [510] 778-0607 g N w 9764 r EXP tp C10 - OF SFO submissions .'EQUIPMENT SCHEDULE ITEM # DESCRIPTION PART NUMBER OTY NOTES 1 PV MODULE- SW 240 MONO 28 SOLARWORLD SW 240 MONO, WATT, 28 TOTAL date issue 2. PV RAIL XR-1000-168A 14 XR1000, RAIL 16811 (14 FEET) CLEAR FINISH 8-7-2016 SUBMITTAL IIIA} 3 p,.11��ll-I1��11_fla 29-7000-108 42 IRON RIDGE A MID CLAMP, T BOLT �...11��11-Il��ll.liol END CLAMP 29-7000-204 28 IRON RIDGE A MID CLAMP, T BOLT Mr_II��II-11��11� 5 WEEB CLIP WEEB-DMC 28 WEEB GROUNDING CLAMP, 2 POINTS PER PANEL ��111 6 WEEB LUG WEEBLug-6.7 14 WEEB GROUNDING LUG, 1 PER RAIL sheet title STRUCTURAL V TR U CTU RA L 7 RAIL CONNECTOR 29-7001-000 40 IRON RIDGE RAIL CONNECTOR 8 SGA TOP .CAP, 3 70 -0300 -SGA 12 IRON RIDGE TOP CAP, 3" PIPE 9 3" PIPE, SCH 40 N/A 208 FT 3" STEEL PIPE (3.511 OD), SCH. 40, A53 GR B, GALVANIZED sheet number 1.3 , 10 #4 REBAR N/A 160 FT #4 REBAR, 2 TOP AND 2 BOTTOM, EACH FOUNDATION 11 CONCRETE NA 4 YDS CONCRETE, CAST IN PLACE, 3000 PSI MIN Roma1 III�M-::_I.0.11��11�11��11_Oi.—LlP.11�.��11-11..��11\J.II-=:t1_II��11—II��II A:'— _1R X111 21 /SII 2 �I STRUCTURAL PLAN VIEW SCALE: 3/16" = 1' re A 1/214 = 1 1 -011 1.3 � System 60 Oropond Lane Oroville, CA 95966 OWNER Steve Mackey 60 Oropond Lane Oroville, CA 95966 [530] 589-4931 9 . SYSTEM DESIGN -- Jason Jones BERKELEY RENEWABLES LLC 1200 5th Street, Suite 300 /r Berkeley, CA 94710 (� 64 3 5 9 [510] 520-6440 PERMIT# �� I BUTTE COUNTY DEVELOPMENT SERVICES REFIEWE® FOR �i CO C6 V'OPLIAN C E IROM DATE t 10 B 't STRUCTURAL DESIGN Jessica Jones, ""' SE I ESS JK JONES CONSULTI 7715 Ward Avenue P Fti Cerrito, CA 9453 [510] 778-0607 g N w 9764 r EXP tp C10 - OF SFO submissions .'EQUIPMENT SCHEDULE ITEM # DESCRIPTION PART NUMBER OTY NOTES 1 PV MODULE- SW 240 MONO 28 SOLARWORLD SW 240 MONO, WATT, 28 TOTAL date issue 2. PV RAIL XR-1000-168A 14 XR1000, RAIL 16811 (14 FEET) CLEAR FINISH 8-7-2016 SUBMITTAL 3 MID CLAMP 29-7000-108 42 IRON RIDGE A MID CLAMP, T BOLT 4 END CLAMP 29-7000-204 28 IRON RIDGE A MID CLAMP, T BOLT 5 WEEB CLIP WEEB-DMC 28 WEEB GROUNDING CLAMP, 2 POINTS PER PANEL 6 WEEB LUG WEEBLug-6.7 14 WEEB GROUNDING LUG, 1 PER RAIL sheet title STRUCTURAL V TR U CTU RA L 7 RAIL CONNECTOR 29-7001-000 40 IRON RIDGE RAIL CONNECTOR 8 SGA TOP .CAP, 3 70 -0300 -SGA 12 IRON RIDGE TOP CAP, 3" PIPE 9 3" PIPE, SCH 40 N/A 208 FT 3" STEEL PIPE (3.511 OD), SCH. 40, A53 GR B, GALVANIZED sheet number 1.3 , 10 #4 REBAR N/A 160 FT #4 REBAR, 2 TOP AND 2 BOTTOM, EACH FOUNDATION 11 CONCRETE NA 4 YDS CONCRETE, CAST IN PLACE, 3000 PSI MIN cD 1 (D 4X'x i IlM F yirr' ate. _� J • 'l,�t� tL.. Iii.' i Lu of U pm {? C` ..meq Lit :q p U.I 1I (C) I, D u cc [U 1 7 C qa sx.r O ZL 0 (D ICT + s� . o 10.�1 4X'x i IlM F yirr' ate. _� J • 'l,�t� , . Iii.' i Lu of U pm {? 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SJTE PLAN Butte County Department of Development Services PERMIT CENTER . 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 .buttecounIN ne,Idd% .Assessor's Parcel Number: � W � -- ® © ® — Fo � 9 Permit #: FORr4VO DBP -3 Owner Name: 17,4C/S 1W11 N` Scope of Work: �' �yQ O M our! - - 21,407'0 V o c t�J 1C 5 VS 7.6-/�'1 `'T'"�== Site Location: (, o Oto p0:4/. o LANG Contact name- T� �/ . 414 C K 9-y Phone- S89 o9 9 3 l Flood Zone: ry Scale 1"=- --T !FMCIS KABU[LDING\Amira Revised forms for review I 1-17-14Tully revised forms and documents 12-0I-141DBP-03 Site Plan Pa`oer REV'D 8.13-14 AKM.doc �8 S� of 4 x. SJTE PLAN Butte County Department of Development Services PERMIT CENTER . 7 County Center Drive, Oroville, CA 95965 Main Phone 530.538.7601 Fax 530.538.7785 .buttecounIN ne,Idd% .Assessor's Parcel Number: � W � -- ® © ® — Fo � 9 Permit #: FORr4VO DBP -3 Owner Name: 17,4C/S 1W11 N` Scope of Work: �' �yQ O M our! - - 21,407'0 V o c t�J 1C 5 VS 7.6-/�'1 `'T'"�== Site Location: (, o Oto p0:4/. o LANG Contact name- T� �/ . 414 C K 9-y Phone- S89 o9 9 3 l Flood Zone: ry Scale 1"=- --T !FMCIS KABU[LDING\Amira Revised forms for review I 1-17-14Tully revised forms and documents 12-0I-141DBP-03 Site Plan Pa`oer REV'D 8.13-14 AKM.doc �8 S� B VrM COUN s AUG 12 2016 D�+�iTi�b�F'MENT SEW= B16-17Sq SW 240 mono /Version 2.0 World-class quality °a Fully -automated production lines and seamless monitoring of the process �` ^ Nalitied,IEC61216 and material ensure the quality that the company sets as its benchmark for = [►. = Safety tested, IEC 61730 D E its sites worldwide. , revnn.whad g '% �F periodic inspection 00000120 SolarWorld Plus -Sorting Plus -Sorting guarantees highest system efficiency. SolarWorld only delivers (Fol T modules that have greater than or equal to the nameplate rated power. Intertek 25 years linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance degression of 0.7% p.a. in C@ US LISTED the course of 25 years, a significant added value compared to the two-phase Pn°t°.dt ICMO°W°IVan01 1050 Made In USA warranties common in the industry. In addition, SolarWorld is offering a product warranty, which has been extended to 10 years! 'in accordance with the applicable SelarWorld Limited Warranty at purchase. www.selarworld.com/warranty 1 I SOLARWORLD www.solarworld.com We turn sunlight into power_ l SunmodulO/- SW 240 mono /Version 2.0 PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)' THERMAL CHARACTERISTICS NOCT SW 240 Maximum power P ._.,,. 240 Wp Open circuit voltage V 37.6 V Maximum power point voltage v 30.6 V Short circuit current I.- 8.22 A Maximum power point current I mvr 7.87 A ` -STC:1000W/m', 2S'C, AM 1.5 at 200W/m'.95% THERMAL CHARACTERISTICS NOCT 46'C TC 1 ' ' 0.004 %/K TC 0.30 %1K i Maximum power point voltage Vmpp 27.9 V TC P 0 45 %/K w Operating temperature -40'C to 85°C 80 gD 7.0 Gtl � S.0 1D 111 2D LD 0.0 0 65.94 MY wrvcs for SotariNOW Wnmodute 0%5 SW 340 mora it 2VC call tcmperatrlre t0 20 411 . 40 Moeuir w%vv M =1tW Whn' �e001'uur -•—trp y1U� �t06Wlal' --toow,d --taowrer x4 1.22 (31) SW-02-SO03US 07-2012 PERFORMANCE AT 800 W/m2, NOCT, AM 1.5 COMPONENT MATERIALS Cells per module _ _ _ _ 60 Cell type Mono crystalline Cell dimensions 6.14 in x 6.14 in (156 mm x 156 mm) Front tempered glass EN 12150 Frame Clear anodized aluminum Weight 46.7 lbs (21.2 kg) SYSTEM INTEGRATION PARAMETERS tage SC 100 V Maximum system vol 1 10 _ _ __ _ Max. system voltage USA NEC 600 V Maximum reverse current R - 16 A Number of bypass diodes 3 UL Design Loads' Two rail system 113 psf downward64 psf upward UL Design Loads' Three rail system 170 psf downward 64 psf a pwa rd I IEC Design Loads' Two rail system` r113 psf downward! 50 psf upward Please refer to the Sunmodule installation instructions for the details associated with these load cases. ADDITIONAL DATA ? Power tolerance') -0 Wp / +S Wp 1 )-Box IP65 'Connector _ MC4 Module efficiency 14.31 % --._ - _ -1 Fire rating (UL 790) Class C 0.6 153 VERSION 2.0 FRAME Compatible with "Top -Down" mounting methods 4Grounding Locations: .5 12.65 4 corners of the frame 0.6 15.3 1) Sunmodules dedicated forthe United States and Canada aretested to UL1703 Standard and listed by a third party laboratory. The laboratory may vary by product and region. Check with your SelarWedd representative to confirm which laboratory has a listing for the product. - 2) Measuring tolerance traceable toTUV Rheinland: +/- 2% (TUV Power Controlled). 3) All units provided are imperial. SI units provided in parentheses. SolarWorld AC reserves the right to make specification changes without notice SW 240 Maximum power _ Pix 175.4 Wpr Open circuit voltage V. 34.2 V i Maximum power point voltage Vmpp 27.9 V Short circuit current I., 6.63 A Maximum power point current_ Impp . _ 6.30 A. Minor reduction in efficiency under partial load conditions at 2S'C: at 200W/m'.95% (+/-3%) of the STC efficiency (1000 W/m3) is achieved. COMPONENT MATERIALS Cells per module _ _ _ _ 60 Cell type Mono crystalline Cell dimensions 6.14 in x 6.14 in (156 mm x 156 mm) Front tempered glass EN 12150 Frame Clear anodized aluminum Weight 46.7 lbs (21.2 kg) SYSTEM INTEGRATION PARAMETERS tage SC 100 V Maximum system vol 1 10 _ _ __ _ Max. system voltage USA NEC 600 V Maximum reverse current R - 16 A Number of bypass diodes 3 UL Design Loads' Two rail system 113 psf downward64 psf upward UL Design Loads' Three rail system 170 psf downward 64 psf a pwa rd I IEC Design Loads' Two rail system` r113 psf downward! 50 psf upward Please refer to the Sunmodule installation instructions for the details associated with these load cases. ADDITIONAL DATA ? Power tolerance') -0 Wp / +S Wp 1 )-Box IP65 'Connector _ MC4 Module efficiency 14.31 % --._ - _ -1 Fire rating (UL 790) Class C 0.6 153 VERSION 2.0 FRAME Compatible with "Top -Down" mounting methods 4Grounding Locations: .5 12.65 4 corners of the frame 0.6 15.3 1) Sunmodules dedicated forthe United States and Canada aretested to UL1703 Standard and listed by a third party laboratory. The laboratory may vary by product and region. Check with your SelarWedd representative to confirm which laboratory has a listing for the product. - 2) Measuring tolerance traceable toTUV Rheinland: +/- 2% (TUV Power Controlled). 3) All units provided are imperial. SI units provided in parentheses. SolarWorld AC reserves the right to make specification changes without notice _ 7 t SUNNY BOY 3000TL--US / 380OTL-US /4000TL-US / 5000TL-US / 6000TL-US / 7000TL-US / 770OTL-US SMA 0 BUTTE COUNTY w " ' G 12 2016 -�. DEVELOPMENT SERVICES 816-1761 �Pf �• a I �.r� .r .. .. ... ... . - •.. .-�. �_�. .�. - _ � .. ...- ' •� .. .....w-.� ..Y ria a , wr —� ...- —� — � +4 �0�51� THS• WORID'S ONLY It" SECURE POWER SUPPLY_, Ido A 1 S. T '. U.rEo � Intertek� Certified Innovative Powerful Flexible • UL 1741 and 1699B compliant • Secure Power Supply provides • 97.6% maximum efficiency • Two MPP trackers provide. ! • Integrated AFa meets the require- daytime power during grid outages d • Wide input voltage range t ; numerous design options j} ments of NEC 2011 690.11 I i • Shade management with OptiTrac ¢ • Extended operating I # { Global Peak MPP tracking i temperature range SUNNY BOY 3000TL--US / 380OTL--US /4000TL--US / 5000TL--US / 6000TL--US / 7000TL--US / 770OTL--US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US/700071 US/7700TL-US represents the next step in performance for UL certified inverters. Its transformerless design means high efficiency and reduced weight. Maximum power production is derived from wide input voltage and operating temperature ranges. Multiple MPP trackers and OptiTracTm Global Peak mitigate the effect of shade and allow for installation at challenging sites. The unique Secure Power _VP *.w Th,, Supply feature provides daytime power in the event of a grid outage. High performance, flexible design' and innovative MEfeatures make the Sunny Boy TL -US series the first choice among solar professionals. o s aQ - 9 ~� /MPO`' Technical data Sunny 3000T4US Sunny Boy 3800T4US Sunny Boy 4000TL US 208 V AC 240 V AC ' 208 V AC 240 V AC 208 V AC 240 V AC Input (DC) Max. usable DC power (@ cosip = 1) 3200 W _ _. _. 4200 W 4200 W Max. DC voltage .. 600 V 600 V 600 V Rated MPPT voltage range _ 175 - 480 V 175 - 480 V 175 - 480 V MPPT operating voltage range _ _ 125 - 500 V 125 - 500 V _... 125 - 500 V - Min. DC voltage / startvoltage _ 125 V / 150 V - - 125 V / 150 V 125 V / 150 V Max. operating input current / per MPP tracker 18 A/ 15 A 5 24 A/ I5 A - 24 A / 15 A _ . umber of MPP trackers,/ strings per MPP hacker Output (AC) AC nominal power _ _ _ 3000 W _ 3330 W 3840 W 4000 W Max. AC apparent,power 3000 VA 3330 VA 3840 VA_ 4000 VA Nominal AC voltage / adjustable 208 V / • 240V/ • 208 V / • 240 V/_41i 208 V / • .. 240 V,/ - AC voltage range _ 183 -_229 V 211 - 264 V_ e 183 - 229 V , _ 211 - 264 V 183 - 229 V 211 - 264_V , AC grid frequency; range _ _ �.,60 Hz / 59.3 - 60.5 Hz 60 Hz / 59.3 --60.5 Hz� 60 Hz / 59.3 - 60.5 Hz _- Max. output current . _ 15A : !. _ 16A " 20 A Power factor (cos rp) 1 Output phases / fine copnechons,_ 1 / 2 1 / 2 Harmonica _. _ _.. _ < 4°4 < 44 4% Efficiency Max. efficiency _. 97.2% _ 97.6% _ 97.2% 97.5% 97.2% 97.5% _ CEC efficiency __ 96.5%_ _. , . 96.5% 96.5% 97 0"4 " 96.5% 97,096 Protection devices DC disconned'ion device • DC reverse-polarity protection ,. Ground fault monitoring / Grid monitoring_ _ _ - - • / • AC short circuit protection • Allpole sensitive residual current monitoring unit • Arc fault circuit interrupter (AFCI) compliant to UL 16998 ) • Protekrion doss / overvohoge category- _ General data Dimensions (W / H /_D I in mm (in) J _ 490/5 1 9/185 (19.3 / 2 0.5/ 7.3) _ DC Disconnect dimensions (W / H / D) in mm (in) 187 / 297 / 190 (7,4 / 1 1.7 / 7.5) _ _ Packing dimensions (W-/ H / D) in mm (in) - _- v , ! 617/597/,266 124.3/23.5/M5) - 1 DC Disconned packing dimensions (W / H / D) in mm (in) 240 / 280_(14.6 / 9.4,/ 11.0) l - Weight / DC Disconnect ght wei- _ _ __ _24 kg (53 Ib) / 3,5 kg (8 Ib� _ 1 _ _Packing weight / DC Disconnect packing weight 27 kg _(60 Ib) / 3.5 kg 10 Ib)_ ? b Operating temperature range. _ _ _ _ _ -40 'C ... +60 "C (-40 'F ... +140 'F) _ Noise emission (typical) _ _ 5 25 d8(A) < 25 d81A) < 25 ON - Internal consumption of night .__ _ < I W _ _ < { W <1 W Topology Tronsformerless_ Transforme, _ss „_ _ Transformedess i n9 Convection , Convection _ Convection ... Eledrionics rotection,rathn_. p_. "9- NEMA 3R, _.._ _. _ '�_. NEMA_3n R. NEMA 3R 1 Features Secure Power SupP1Y _ • __ _ _ _ -_ _._ .- _ Display. graphic • �, I. • • Interfaces: RS485 / Speedwire/Webconnect 0/0 - 0/0 _. 0/0 _ Warranty. 10 / 15 / 20 years all/U/O ,_ •/0/Q - - •/0/0 Certificates and permits (more available on request) UL 1741, UL 1998, UL 16998, IEEE1547, FCC Part 15 (Class A & 8), CAN/CSA C22.2 107.1-1 NOTE US inverters ship with gray Gds , ___Type designatipn ._ _ _ . _ _ _._- _ _ _ _ _ _ __ - _-- 58 3000TL-US _ _SB 3800TL115 22 „` _ . SB 4000TL -US-22 _ ._. ` ! m Efficiency c. SUNNY BOY 500OTL-U&22 24OV. Accessories ~="oce mwvwo»m Fw 61 F0, SB 3000/3800/ --.-_L-- mwmmuo R$485 bftr6Lv LO wStandard feature uootio"al feature -wm"=ilau° Output power Rated power ' Data at nomi"al"onctinon" o/o � m=°�o°� ' ` s"""yo�, ��` ` s"""y . nomV AC 240 Ac- - noo���' i 240 *AC /i 208 AC ��oWV Ac '. 208 Ac ' 240 V AC ' - �xuuw - �. ~. -� �youvv ' r = ' _ ' , - - -- --- -'-� - �� -mx�' -- � Yv. =_' ~ N�� - »»«' `- ' ' V -^ �, - ~' .600 »...- ~ ~-��=- . . 600 175 , ` `' ,- 210-480v - - - , -. ' ` ~_�L=' _ 270_480v'` .l ,z, ~�`/os _ - .. /ss-ouuY -. 1zs � /25 150 V. - . ./25«/1150v.~ . -.��.~ .~'.. 125v/150v.- `-. j.=` .... . '- 125Y/150v^'. 30A/15A . - . - a»�/��A.. .., . .'~ 30A/ 18A �0�/m^ _ - - - - 2/2 � 4550 vv - - - ` �� - sxnuw/ -- ^' - ^- 6650 W 7680W_ ' *�m«x , . '` , ` ,~ '^ . ` , `^6650 VA 7680"-' ' _'. oouv/~ / ._. ` '~ / ` 183 3n- 26*v^ ,lu» «oY» »!264 V 183 2.29 183 ' 60*p/59.3 60.5 Hz _ ^� , '` � ~ , ., ^ ' ao 60.5 Hz ,' l ~2 A . .. . , +"° -._ .., � 29.2 A~^ , , . 32A ' ' ^ ~�~-`� ` !/� ._- ' -` `/2 - '^ _ - ^ ~= ~-^`/z~^ '�` =~~ `^` - - ' '~ ,/� ^~ ` ~,- - - � L_ <4% - ' "4m_ _ _ ^4-1. - - - - <4m- � o/o ' ' . |�`~'_ � �/�/* '= , - _� ' ' ' �v ^` ^ ' ^� -or�� ` � . _' . , ~' �/o/o »i�oo8 �! �cc�^i� ' . ^ ^ ` - , - — - ..,- ' , -. - .... - �- --.sV�uunu��uu. s»auu«/u�uz _ . | - SB `_ , `�~~~SB ~ ` 770OTL-US-22 0 • DD More e(rident Shade managemert Easier . sea Power 5aPFAY grand ftlnptldurn range COa unkations A NEW GENERATION OF INNOVATION THE SUNNY BOY TL -US RESIDENTIAL SERIES HAS YET AGAIN REDEFINED THE CATEGORY. Tramsformedess design The Sunny Boy 300OTL-US / 3800TL-US / 4000TL--US / 5000TL-US / 6000TL-US / 7000TL--US / 770OTL-US are tronsformedess inverters, which means owners and installers benefit from high efficiency and lower weight. A wide input voltage range also means the inverters will produce high amounts of power under a number of conditions. Additionally, transformerless inverters have been shown to be among the safest string inverters on the market. An industry first the TL - US series has been tested to UL 1741 and UL 1699B and is in compliance with the arc fault requirements of NEC 2011. Increased energy production OpffracTm Global Peak, SMA's shade= tolerant MPP tracking algorithm, quickly adjusts to changes in solar irradiation, which mitigates the effects of shade and results in higher total power output. And, with two MPP trackers, the TL -US series can ably handle complex roofs with multiple orientations or string lengths. An extended operating temperature range of -40 ° F to +140 OF ensures power is produced Toll Free +1 888 4 SMA USA www.SMA-America.com in all types of climates and for longer periods of Leading'monitormg time than with most traditional string inverters. and control solutions Secure Power Supply The new TL US residential line features nore s e than high performance and a large groohic ? g One of many unique features of the TL -US • display. The monitoring and control opAons residential series is its innovative Secure ' provide users with an outstanding degree of .E # Power Supply. With most grid -tied inverters, flexibility. Multiple communication options ,X when the grid goes down, so does the solar- allow for a highly controllable inverter powered home. SMA's solution provides and one that can be monitored on Sunny 's daytime energy to a dedicated power outlet Portal from anywhere on the planet via an during prolonged grid outages, providing Internet connection. Whether communicating I homeowners with access to power as long as through RS485, or SMAS new plug-andpay I & the sun shines. WebConnect, installers can find an optimal r ` solution to their monitoring needs. Simple installation 6 2 <z Wide Power Class Range As a transformedess inverter, the TL -US residential series is lighter in weight than Whether you're looking for a model to its transformer -based counterparts, making maximize a 100 A service panel or trying ,o it easier to lift and transport. A new wall to meet the needs of a larger residential PV ti mounting plate features antitheft security and system, the Sunny Boy TL -US with Secure g makes hanging the inverter quick and easy. A Power Supply has you covered. Its wide - simplified DC wiring concept allows the DC range of power dosses --from 3 to 7.7 kW= disconnect to be used as a wire raceway, offers customers the right size for virtually any saving labor and materials. residential application. The TL -US series is not 9 • only the smartest inverter on the planet it's also The 380OTL-US and 770OTL-US models allow the most flexible. 41 installers to maximize system size and energy 3 = d production for customers with 100 A and 200 oI � g A service panels. v s k SMA America, LLC Y �- Butte County Department of Development Services PERMIT CENTER': 7 County 'Center Drive, Oroville, CA 95965 Main. Phone 530.538.7601 Fax 530.538.7785 v.bujtcti.uimt�.IuLydd, SITE PLAN Assessor's Parcel -Number: ®©®-- ®0 ®— D Ed C] Permit #: FORM WO DBP 31 Owner Name: ?VS Gil mL2 9,/L L h° ` Scope of Work: QA!Ord�J O m out -f Site Location:__( p ORO Post/ (J 1.4H6 - Contact QNGContact name: 46 4 C K t: `P Phone: 3 $9 1,993/ Flood Zone: Scale I-= (0' KABUILDING\Amira Revised fortes for review i 1-17-14Tully revised forms and documents 12-01-141DBP-03_Site_Plan_Paper_REV'D_8.13.14_AKM.doc U SYSTEM DESCRIPTION 'L r ^:• . THESE'DOCUMENTS DESCRIBE THE CONSTRUCTION REQUIREMENTS FOR A NEW 6.72 KW STC 'CAPACITY PHOTOVOLTAIC SYSTEM FOR THE RESIDENCE AT 60 OROPOND LANE IN BUTTE.._ ; COUNTY, CALIFORNIA. 1. THE OUTPUT PV SYSTEM SHALL BE CONNECTED IN ACCORDANCE WITH NEC ARTICLE ` 690.64(B) TO.THE MAIN PANELBOARD LOCATED ON THE EXTERIOR WALL OF THE ATTACHED GARAGE OF.THE MAIN RESIDENCE. 2. PV MODULES SHALL BE MOUNTED ON THE GROUND AS SHOWN USING STEEL PIPE AND ALUMINUM FRAMING OR EQUIVALENT.. J r: 3. THE PV INVERTER SHALL BE LOCATED ON THE SOUTH_ WALL OF.THE LLAMA DEN UNDER THE • ' , EAVE. ' 4. THE NEW PV MODULES SHALL BE WIRED IN TWO (2) PARALLEL STRINGS OF 14 PV -MODULES, FOR A 428 VDC NOMINAL OUTPUT. 5. THE UNCOMBINED DC OUTPUTS FROM THE PV ARRAY SHALL BEROUTED UNDERGROUND. IN - SUITABLE CONDUIT TO THE INVERTER. ' l` 6. THE DC OUTPUTS SHALL BE COMBINED AT THE PROVIDED TERMINALS AT INPUTS OF THE INVERTER'S INTEGRATED DC DISCONNECT. - ., ' .. +: GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2013 CALIFORNIA ELECTRIC CODE (CEC),`.; _ , ` •. 2013 CALIFORNIA BUILDING CODE (CB), LOCAL MUNICIPAL CODE, AND LOCAL FIRE DISTRICT,-. REGULATIONS. 2. ALL EQUIPMENT SHALL BE LISTED AND LABELED PER RECOGNIZED ELECTRICAL TESTING - LABORATORY AND INSTALLED PER THE LISTING REQUIREMENTS AND THE MANUFACTURERS' INSTRUCTIONS. 3. PHOTOVOLTAIC (PV) MODULES AND INVERTERS SHALL BE WARRANTED FOR A PERIOD OF AT LEAST TEN YEARS. 4. ALL OUTDOOR EQUIPMENT SHALL BE NEMA 3R (OR BETTER). , 5. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE REQUIREMENTS OF CEC ARTICLE 250. 6 ALL PV EQUIPMENT SHALL BE INSTALLED PER CEC ARTICLE 690 (E) MAIN } ,! RESIDENCE -(E) GARAGE 7. . r `(E),LLAMA. DEN ` r (E) MAIN SERVICE PANEL & ••(N) AC DISCONNECT A (N) PV INVERTER I '} (N) SOLAR ARRAY f . PARCEL NUMBER: 069-430-004-000 , . k - ' SITE PLAN 7. ALL BACKFEED BREAKERS SHALL BE IDENTIFIED AS SUCH AND SHALL BE SECURED IN PLACE SCALE: 1/64° = 1' r + BY AN ADDITIONAL FASTENER PER THE REQUIREMENTS OF NEC ARTICLE 408.36 (D). _ 8. ALL CONDUCTORS AND TERMINATION SHALL BE RATED FOR 90° C MINIMUM. 9. PER CEC ARTICLE 690.31, ALL EXPOSED PV CONDUITS SHALL BE PERMANENTLY LABELED ' x WITH FADE RESISTANT MATERIAL AS "PHOTOVOLTAIC POWER SOURCE". INSTALL LABELS EVERY 10 FEET ON EXPOSED CONDUIT AND ON ALL PULL BOXES AND JUNCTION BOXES. t . ` W + Sodar', Systo M--" 60 Oropond Lane ,,+ Oroville, CA 95966 " OWNER Steve Mackey 60 Oropond Lane , Oroville, CA 95966 ` [530] 589-4931 M SYSTEM DESIGN Jason Jones , BERKELEY RENEWABLES LLC 1200 5th Street, Suite 300 Berkeley, CA 94710 [510] 520-6440 - STRUCTURAL DESIGN Jessica Jones, PE, SE JK JONES CONSULTING & 7715 Ward Avenue QR SON EI Cerrito, CA 94530 ��� PKp►THR ,V'�F• [510] 778-0607 • CO C�� Nm LU C59764 M it EXP. 7 sr submissions o�50' date issue 8-7-2016 SUBMITTAL sheet title ; SITE PLAN sheet number 1.0 4' NA Ic w Vo ( tU I M ` r I } 9v i� N CL > cr CD 1) 0 J u L+1co (D :a (N) CD r:r 011 'c'- i V rr 0 -"n m r'j oy 0 10 CD 00 Lt C) > LO lK > Uj D W N Ca S . > / 0 Lt C) > LO I U, M %; X 0 > LU . 6 L - w Ln w 0 00 UJ rr ul n La LJJI -1 0 (Z W C-) X' 171. - 6 In 'Tj t) > C_? t -u Oki 7, Ll 0 x r4 CO C: X C) > :Z LU X 7K > 5: r) bi co F ul fo -0 L- L- tit Lij -E I- --j ul Lo L- l.:, 0 ul > ca f:� jo Ul > w >e > C) M > C: ui W M :13 > > b >21 'M :rl ul a n LU uj >7jj t4 0 LLIS LM C-) W > C-) LO ui n W. 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Lij u Ill C) (--t' L CO Ul w > U -'o L Lu C, Uj iD LZ -Z' -4 rb LLU co tij ku M Cn -j_0-1 7, C -o 0 > M U!S.. x C6 ti Q < --i W LU -D < QJ 0 Cj I u cj W S L- Z� Ln V) s . — 0 -Y' IIILu X. > uj T Tl > Ill _0 Ul !.'.J C) > L-x > C� uj -D > qx C.) I.L; Of -W 17 . 1.!j 7 i Ll J 4= �l 4 STRING 1 ---------------------------------, L— --- — — — — — — — — — — — — — — — — — — — — — — — — — — — —. - -- STRING —STRING 2 - I i L-------------------------------- J ARRAY STRINGING PLAN SCALE: NTS STRING CONNECTION DIAGRAM SCALE: NTS STRING LENGTH PV MODULES PER STRING = 14 Voc = 14 * 37.6 = 526 VDC NEC 690.7 CORRECTION FACTOR (-7° C) = 1.13 Voc,max = 10 * 44.9 * 1.13 = 594 VDC SMA SUNNY BOY 6000TL-US-22, Voc,max = 600 VDC PV SOURCE CIRCUIT (TO INVERTER) NUMBER OF SOURCE INPUTS = 2 NUMBER OF PARALLEL STRINGS = 2 CONDUCTOR (12 AWG PV WIRE) = 30 A PER STRING Isc=8.22A NEC 690.8.A:1 FACTOR (SOLAR NOON) = 1.25 NEC 690.8.13.1 FACTOR (CONDUCTOR) = 1.25 Isc,max = 1 * 8.73 * 1.25 * 1.25 = 12.8 A NEC 690.31 FACTOR (60° C RATING) = 0.71 12 AWG AMPACITY = 30 * 0.71 = 21.3 A INVERTER OUTPUT CIRCUIT (TO MAIN SERVICE PANEL) PROTECTION (CIRCUIT BREAKER FOR BACKFEED) = 30 A - CONDUCTOR (8 AWG THWN) = 40 A INVERTER OUTPUT CURRENT NEC 690.8(A)(3) => isc,max = Icont,max POWER = 6000 W OUTPUT VOLTAGE = 240 VAC Isc.max = (6000/240) = 25 A NEC 310.15 FACTOR (4 CONDUCTORS) = 0.80 VDC+ VDC- GND DC OPERATING CONDITIONS 14 MODULES PER STRING Pdc"PER MODULE = 240 Wp Pdc = 2 * 14 * 240 = 6720 W Vmp = 14 * 30.6 = 428 VDC PER MPPT INPUT Imp =1 *7.87= 7.87A PERINVERTER Imp = 2 * 7.87 = 15.7 A Solar System 60 Oropond Lane Oroville. CA 95966 OWNER Steve Mackey 60 Oropond Lane Oroville, CA 95966 [530] 589-4931 SYSTEM DESIGN Jason Jones BERKELEY RENEWABLES LLC 1200 5th Street, Suite 300 / Berkeley, CA 94710 l� [510] 520-6440 STRUCTURAL DESIGN Jessica Jones, PE, SE JK JONES CONSULTING & E 7715 Ward Avenue �Q ? EI Cerrito, CA 94530 [510] 778-0607 C CD 59764. X EXP. 1 /7 Cl I% - submissions. date issue 8-7-2016 SUBMITTAL sheet title STRINGING sheet number 1.1 4 STRING CONNECTION DIAGRAM SCALE: NTS STRING LENGTH PV MODULES PER STRING = 14 Voc = 14 * 37.6 = 526 VDC NEC 690.7 CORRECTION FACTOR (-7° C) = 1.13 Voc,max = 10 * 44.9 * 1.13 = 594 VDC SMA SUNNY BOY 6000TL-US-22, Voc,max = 600 VDC PV SOURCE CIRCUIT (TO INVERTER) NUMBER OF SOURCE INPUTS = 2 NUMBER OF PARALLEL STRINGS = 2 CONDUCTOR (12 AWG PV WIRE) = 30 A PER STRING Isc=8.22A NEC 690.8.A:1 FACTOR (SOLAR NOON) = 1.25 NEC 690.8.13.1 FACTOR (CONDUCTOR) = 1.25 Isc,max = 1 * 8.73 * 1.25 * 1.25 = 12.8 A NEC 690.31 FACTOR (60° C RATING) = 0.71 12 AWG AMPACITY = 30 * 0.71 = 21.3 A INVERTER OUTPUT CIRCUIT (TO MAIN SERVICE PANEL) PROTECTION (CIRCUIT BREAKER FOR BACKFEED) = 30 A - CONDUCTOR (8 AWG THWN) = 40 A INVERTER OUTPUT CURRENT NEC 690.8(A)(3) => isc,max = Icont,max POWER = 6000 W OUTPUT VOLTAGE = 240 VAC Isc.max = (6000/240) = 25 A NEC 310.15 FACTOR (4 CONDUCTORS) = 0.80 VDC+ VDC- GND DC OPERATING CONDITIONS 14 MODULES PER STRING Pdc"PER MODULE = 240 Wp Pdc = 2 * 14 * 240 = 6720 W Vmp = 14 * 30.6 = 428 VDC PER MPPT INPUT Imp =1 *7.87= 7.87A PERINVERTER Imp = 2 * 7.87 = 15.7 A Solar System 60 Oropond Lane Oroville. CA 95966 OWNER Steve Mackey 60 Oropond Lane Oroville, CA 95966 [530] 589-4931 SYSTEM DESIGN Jason Jones BERKELEY RENEWABLES LLC 1200 5th Street, Suite 300 / Berkeley, CA 94710 l� [510] 520-6440 STRUCTURAL DESIGN Jessica Jones, PE, SE JK JONES CONSULTING & E 7715 Ward Avenue �Q ? EI Cerrito, CA 94530 [510] 778-0607 C CD 59764. X EXP. 1 /7 Cl I% - submissions. date issue 8-7-2016 SUBMITTAL sheet title STRINGING sheet number 1.1 (D Q 6 �03 . C`? LU 1. 7) a r. o ^ T rl rr !l: C:1 11 N 0 11 tiJ LU M Q m {{ LLQ'' ' � .L; -tom• -* r-- � - ' . � > ul `7 t15 .. - �1D �`' �� 1 .fes. _ "tM • )!f X, = _C1 1 -n .n It> R±/•����.. r� S� S .. • -� >,M in � zoic ij C -{l L��.U. 60 �c_k t.0i r 1; p x MMt7 ti.% 11 i L � f t -C iz 8 i-� �t2r +' < It f(DI� p +> II -. LL; r� _:I _L, CT UI M c> I? C'.) S _ LU 1 U 71 C" CJJ� - o' ' J co L? C R ti .t➢ _ m '' on +� `,wu - 7: i� ;.s; u u -n iL'Ss-a t,<a< 0w T�yf f N' � � Y '�3 � • ..,; t' +r,4 r: �,. Jj Em - � ,^^ �; •� <a I ..r 0 dr, < I C`? 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DISCONNECT DISCONNECT OWNER • AC �, r, Steve Mackey 60 Oropond Lane , 30 A Oroville, CA 95966 DC I i I i [530] 589-4931 , T G ' SYSTEM DESIGN 2 3 Jason Jones 1 E MAIN GROUND BERKELEY RENEWABLES LLC ) 1200 5th Street, Suite 300 — ELECTRODE Berkeley, CA 94710 SHEET NOTES - - - [510] 520 -WO 1 N) GROUNDING . 1.' LOAD BREAKERS ARE NOT GENERALLY SHOWN IN ELECTRICAL PANELS ` . s �'' ON,THIS SHEET. ALL BACKFED PANELS SHALL INCLUDE A MAIN BREAKER STRUCTURAL DESIGN ELECTRODES AND THE MAIN"BREAKER SHALL BE PHYSICALLY LOCATED AT THE OPPOSITE Jessica Jones, FE, SE T END OF THE BUS FROM ALL OTHER BREAKERS THAT CAN FEED POWER TO • - , ' • JK JONES CONSULTING & . QEQUIPMENT SCHEDULE = ITEM #. DESCRIPTION PART NUMBER NOTES 1 PV MODULE SW 240 MONO SOLARWORLD SW 240 MONO, WATT, 28 TOTAL _ 2 GROUND CLIPS WEER -DMC BOND EACH PANEL TO RAIL IN TWO PLACES 3 GROUND LUG WEEBLug-6.7 BOND EACH MOUNTING RAIL TO ECG 4 PV STRING N/A 14 PV MODULES WIRED IN SERIES STRINGS, 2 TOTAL ' 5 FUSE HOLDER ODYSSEY 30A MC4 IN LINE, MC4, 15 A FUSE, 2 PER STRING, 6 TOTAL = 6 INVERTER SB6000TL-US-22 - 240VAC SMA SUNNY BOY 6000 WATT PV INVERTER, 600 VDC INPUT, 240 VAC OUTPUT 7 SAFETY SWITCH DG222URB EATON, 2 POLE, 240VAC, 60A 8 SERVICE PANEL N/A EXISTING, 240 VAC, 200 A CONDUIT AND CONDUCTOR SCHEDULE - ITEM .# CONDUCTOR TYPE WIRE GAUGE NUMBER OF CONDUCTORS CONDUIT TYPE CONDUIT SIZE 1 PV WIRE BARE CU (EGC) 12 AWG 10 AWG 4 BLACK 1 BARE COPPER PVC, BURIED 3/4" SCH. 80 2 THWN 8 AWG 3-R, 3-W, 1-G (EGC) PVC, BURIED 3/4" SCH. 80 3 THWN 8 AWG 1-R, 1-W, 1-G (EGC) PVC 3/4" SCH. 80 THE SAME BUS (PV BREAKERS, GENERATORS, ETC). ALL SINGLE DIRECTION 7715 Ward Avenue Q�OrrESS/p,1, LOAD BREAKERS SHALL BE LOCATED BETWEEN THE MAIN BREAKER AND EI Cerrito, CA 94530 �o ,S THE OTHER BACKFEED BREAKERS TO MINIMIZE OVERALL BUS LOAD. [510] 778-0607 2. ALL CONDUCTORS SHALL BE MARKED ON EACH END FOR UNIQUE . C 597 64 N IDENTIFICATION. EXP. / 2- r( 3. SMA INVERTER INCLUDES 2 MPPT INPUTS COMBINERS FOR 2 STRINGS EACH, AND AN INTEGRATED DC DISCONNECT. F , submissions 4. THE MINIMUM DEPTH OF UNDERGROUND CONDUCTORS RUN IN NONMETALLIC RACEWAYS (E.G. PVC CONDUIT AKA NMC) IS DESCRIBED IN date issue ' NEC TABLE 300.5 AS FOLLOWS: 8-7-2016 SUBMITTAL j 24" BELOW STREETS, ALLEYS, AND PARKING LOTS - 12" IN TRENCH BELOW 2" THICK CONCRETE OR EQUIVALENT 18" BELOW ONE OR TWO FAMILY DWELLING DRIVEWAY 5. WHERE NMC EXITS THE GROUND, USE SCHEDULE 80 ' sheet title 6. REBAR ENCASED IN CONCRETE MAY BE USED AS A GROUNDING ONE LINE ELECTRODE PROVIDED IT IS AT LEAST 2" DIAMETER, AT LEAST 20 FT OF CONTINUOUS LENGTH PER NEC SECTION 250.52(A)(3) 7. THE FRAME OF EACH SOLAR PANEL IS TO BE BONDED AT TWO POINTS sheet number WITH A GROUNDING CLIP (WEEB-DMC). EACH WEEB-DMC CAN BOND TWO " SOLAR PANELS. 8. EACH PANEL MOUNTING RAIL IS TO BE GROUNDED VIA WEEB-LUGS II /WFFRI iin-R 71 Amn Pr)l IIPMFNT r.Rr)l 1finimr: rrwni lr.TnP Y � _ "� JJ L1 � • ! ?J li V �I -I it a _._ to > -� P? �' > C) -i r > < a: to s3 D U >_1 C `` J C tSJ ; 5 cA C lU r'! --i tU "� lJ Li! Lit >Ut C _ LA; c� i t LilW �c v 7 rU cv� C C E- �� ! ] fJ —i -1 uJ ' p� _ to Li.l o QIS C a J 0 c -J tit f j :,i x >(J LLJ Ij ZS UJ n Ci -4 .iJ N LL, _i Ll LtJ 'Cl C C, L- r; Ute, C] _0 ttj Lij X l�,C)cm>U0 tli-- -i co LIJ ul 1 U tl t L13 �' ly T -1 a.1 7l Lu - 3 • -0 '--j amT j �j 7+ in s i ' 1- i) a. _a f_) -o 0 . ` Ut .�„ > t;. N I (5 Lt! cu 7, 3 `> . r•- L1' '-I 0 tJJ �IJJC� u' y: n, i c t r cz Jl 1 ! :.' ► 1,,c W UJ Cr : u' ;vL-!`j� L lL I f 0 3 Stl ?`J i W r. .t r�.C`,r •/f13! I LU L i LL t l Lt�`'S. 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U70 Q I Oma; ry ci I� i } Solar System 60 Oropond Lane Oroville, CA 95966 OWNER Steve Mackey 60 Oropond Lane Oroville, CA 95966 [530) 589-4931 9 SYSTEM DESIGN Jason Jones BERKELEY RENEWABLES LLC 2'-0" • 1200 5th Street, Suite 300 it 1 Berkeley, CA 94710 C 2 6 4 3 - 5 9 [510) 520-6440 STRUCTURAL PLAN VIEW - SCALE: 3/16" = 1'JessiSRS oTeURA EDESIGN JK JONES CONSULTING 81 ENGINEERING 7715 Ward Avenue Q�E$$I EI Cerrito, CA 94530 QFL } t [510] 778-0607 f, 7H G N CO 597brn .4 � 3 4 EQUIPMENT SCHEDULE ExP1�7 "67' 7ti 'g� 7(cc- ITEM # DESCRIPTION PART NUMBER QTY NOTES yT C10- PV MODULE SW 240 MONO 28 SOLARWORLD SW 240 MONO, WATT, 28 TOTAL submissions OF CA��� 13 2 PV RAIL XR-1000-1158A 14 XR1000, RAIL 168" (14 FEET) CLEAR FINISH dateissue 5 3 MID CLAMP 29-7000-108 42 IRON RIDGE A MID CLAMP, T BOLT 8-7-2016 SUBMITTAL 4 END CLAMP 29-7000-204 28 IRON RIDGE A MID CLAMP, T BOLT N 6 5 WEEB CLIP WEEB-DMC 28 WEER GROUNDING CLAMP, 2 POINTS PER PANEL 6 WEEB LUG WEEBLug-6.7 14 WEEB GROUNDING LUG, 1 PER RAIL sheet.title 1'-0" 7 RAIL 29-7001-000 40 IRON RIDGE RAIL CONNECTOR GRADE N c ;: .••, ''..,'•,.•'�-::.�•.;:��::..._. :;:::••: �— 7 CONNECTOR STRUCTURAL 2 7'-6" 8 SGA TOP CAP, 3 76 -0300 -SGA 12 IRON RIDGE TOP CAP, 3" PIPE S 101-01, 3" PIPE, SCH 40. N/A _ 208 FT 3" STEEL PIPE (3.5" OD), SCH. 40, A53 GR B, GALVANIZED g 9 sheet number 10 #4 REBAR N/A 160 FT #4 REBAR, 2 TOP AND 2 BOTTOM, EACH FOUNDATION 8 SECTION 1 1 3 1/2" = 1' -011 1.3 11 CONCRETE INA 4 YDS CONCRETE, CAST IN PLACE, 3000 PSI MIN • 111�1�) 0.11��11-11��11�{ls ti..11��ll-11��I1.1Y1 M1 �11��11-11��11 V.'J 9��111 INS- MM 111!!IL_=1.0.11��11�,1��11��-__n.al..��ll�ll..��ll.,.,--z,�11��11��11.�.�11.�:—•..•VIII �I Solar System 60 Oropond Lane Oroville, CA 95966 OWNER Steve Mackey 60 Oropond Lane Oroville, CA 95966 [530) 589-4931 9 SYSTEM DESIGN Jason Jones BERKELEY RENEWABLES LLC 2'-0" • 1200 5th Street, Suite 300 it 1 Berkeley, CA 94710 C 2 6 4 3 - 5 9 [510) 520-6440 STRUCTURAL PLAN VIEW - SCALE: 3/16" = 1'JessiSRS oTeURA EDESIGN JK JONES CONSULTING 81 ENGINEERING 7715 Ward Avenue Q�E$$I EI Cerrito, CA 94530 QFL } t [510] 778-0607 f, 7H G N CO 597brn .4 � 3 4 EQUIPMENT SCHEDULE ExP1�7 "67' 7ti 'g� 7(cc- ITEM # DESCRIPTION PART NUMBER QTY NOTES yT C10- PV MODULE SW 240 MONO 28 SOLARWORLD SW 240 MONO, WATT, 28 TOTAL submissions OF CA��� 13 2 PV RAIL XR-1000-1158A 14 XR1000, RAIL 168" (14 FEET) CLEAR FINISH dateissue 5 3 MID CLAMP 29-7000-108 42 IRON RIDGE A MID CLAMP, T BOLT 8-7-2016 SUBMITTAL 4 END CLAMP 29-7000-204 28 IRON RIDGE A MID CLAMP, T BOLT N 6 5 WEEB CLIP WEEB-DMC 28 WEER GROUNDING CLAMP, 2 POINTS PER PANEL 6 WEEB LUG WEEBLug-6.7 14 WEEB GROUNDING LUG, 1 PER RAIL sheet.title 1'-0" 7 RAIL 29-7001-000 40 IRON RIDGE RAIL CONNECTOR GRADE N c ;: .••, ''..,'•,.•'�-::.�•.;:��::..._. :;:::••: �— 7 CONNECTOR STRUCTURAL 2 7'-6" 8 SGA TOP CAP, 3 76 -0300 -SGA 12 IRON RIDGE TOP CAP, 3" PIPE S 101-01, 3" PIPE, SCH 40. N/A _ 208 FT 3" STEEL PIPE (3.5" OD), SCH. 40, A53 GR B, GALVANIZED g 9 sheet number 10 #4 REBAR N/A 160 FT #4 REBAR, 2 TOP AND 2 BOTTOM, EACH FOUNDATION 8 SECTION 1 1 3 1/2" = 1' -011 1.3 11 CONCRETE INA 4 YDS CONCRETE, CAST IN PLACE, 3000 PSI MIN • i NA, L r. t � S i ;•rva►e Zi r CL 1 ¢ f } t.1 . Cu i tl! 1 i NA, L r. � ool%r + Zi r (7 - } t.1 . I A O�if r�•� fV I.... I ° >LU 1? <? O �� :; :L � ic, i C 10 fA N /'y� l f �\ 1x1 ' I�,. , �JM•�'•�� `,s+ L t' co LU >} Lu6 G v s NICc C5 .-i Ali C?. LU 0i LL, -1 Jti L b, LLA i u i L i C -t I Oil 0 .�"f r.° '�. . .'•{: t_'X) C7' v I ,.0 �� iil .''.t r�-r•"- tv i NA, L r. � ool%r + Zi r (7 - } t.1 . I A O�if r�•� fV I.... I ° >LU 1? <? O �� :; :L � ic, i C 10 fA N Q) co LU >} C5 .-i Ali LU 0i LL, X i u i L i C -t vj to rLLJ Its 'V. i''a r4 1-. z. b U)lit1 r; n W L1I an! w Z C)LV ; z!) r; > 0 Mf U M LL! ( Lu 023 4 (. i 201 , t (25 C to J�. r _ i -.; CXt • �, l V) xrI tr lit i NA, L r. � ool%r + Zi r i sai9Ta A O�if 3) tJ fV I.... ° >LU 1? <? O �� :; :L � ic, i C 10 fA N Q) i NA, L r. Starling Madison Lofquist. Inc. 'S Gonsulti:n..g Stru'c.tur 4 a:nd Forensic En-g•ineers 5224 South 391h Street, Phoenix, Arizona 85040 tel: (602) 438-2500 fox: (602) 438-2505 ROC#291316 www.smleng.com IronRidge August 7, 2015 1495 Zephyr Ave Page 1 of 51 Hayward, CA 94544 Attn: Mr. David F. Taggart, Vice President Products Subject: Ground Mounting System — Structural Analysis — 4 Module Dear Sir: We have analyzed the subject ground mounted structure and determined that it is in compliance with the applicable sections of the following Reference Documents: Codes: ASCE/SEI 7-10 Min. Design Loads for Buildings & Other Structures California Building Code, 2013 Edition Other: AC428, Acceptance Criteria for Modular Framing Systems Used to Support PV Modules, dated Effective November 1, 2012 by ICC -ES Aluminum Design Manual, 2010 Edition IronRidge Exhibit EX -0001 The structure is a simple column (pier) and beam (cross pipe) system. The piers & cross pipes are ASTM A53 Grade B standard weight (schedule 40) steel pipes or Allied Mechanical Tubing. Please refer to Exhibit EX -0001 for approved pipe geometry and material properties. The tops of the piers are connected in the E -W direction by the cross pipes which cantilever over and extend past the end piers. The cross pipes are connected by proprietary IronRidge XR1000 Rails spanning up and down the slope which cantilever over and extend past the top and bottom cross pipes. The solar modules are attached to the rails with IronRidge clamps. There are typically two rails per column of modules. Gravity loads are transferred to the piers and foundations by the rails and cross pipes acting as simple beams. For lateral loads the system is either a cantilever structure or, when diagonal braces are provided, a braced frame. The effect of seismic loads (for all design categories A -F) have been determined to be less than the effect due to wind loads in all load conditions and combinations. The pier spacing in the N -S direction is 7'-6". The pier spacing in the E -W direction is selected from load tables determined by the structural design for the specified slope, wind load, and snow load. The governing criteria for the pier spacing is either the spanning capacity of the cross pipes or the cantilever capacity of the pier. Simplified Load Tables lA-F & 2A -F are included herein for reference. More comprehensive information covering all load combinations is available at the IronRidge website, IronRidge.com. Starling Madison Lofquist, Inc. - Consulting Structural and Forensic Engineers G u.e &)�Y IronRidge Mr.David F. Taggart Ground Mounting System — Structural Analysis — 4 Module August 7, 2015 Page 8 of 51 Notes: see page 14 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers Table 2A -MAXIMUM PIER SPACING (in) 3" Unbraced Pipe Frame Snow Slope (deg) Wind Speed & Exposure Category psf 0 5 10 15 20 25 30 35 40 45 100 mph Exposure B 0 224 224 218 213 202 194 186 175 149 127 10 197 197 195 193 191 190 186 175 149 127 20 169 169 168 167 168 170 172 175 149 127 30 158 158 157 157 159 162 164 1 171 149 127 40 144 144 144 144 147 151 155 162 149 127 50 131 131 132 133 137 141 146 154 149 127 60 121 121 121 123 129 134 139 147 149 127 105 mph EX osure B .p 0 224 224 210 205 194 186 179 159 135 115 10 197 197 191 188 186 184 179 159- 135 115 20 169 169 165 164 165 166 167 159 135 . 115 30 158 158 155 154 156 158 161 159 135 115 40 144 144 142 142 145 148 151 158 135 115 50 131 131 132 132 135 139 143 151 135 115 60 121 121 121 123 128 J32— 137 144 135 115 110 mph Exposure B 0 224 224 203 197 187 e'r1791 171 145 123 105 10 197 197 186 184 181 171 145 123 105 20 169 169 162 161 161 162 163 145 123 105 30 158 158 153 152 153 155 157 145 123 105 40 144 144 140 140 142 , 145 148 145 123 105 50 131 131 131 130 133 137 141' 145 123 105 120 mph Exposure B 0 215 220 189 183 174 166 144 122 104 88 10 193 196 178 175 172 166 144 122 104 88 20 166 168 156 155 155 155 144 122 104 88 30 155 157 148 147 147 •148 144 122 104 88 40 142 144 137 136 138 140 142 122 104 88 50 131 131 128 127 130 132 135 122 104 88 130 mph Exposure B 0 202 207 176 171 162 155 123 104 88 75 10 185 188 170 167 162 155 123 104 88 75 20 161 163 151 149 148 148 123 104 88 75 30 151 153 143 142 142 142 123 104 88 75 40 139 141 133 132 133 135 123 104 88 75 50 130 131 125 124 126 128 123 104 88 75 140 mph Exposure B 0 190 195 165 160 152 144 106 89 76 65 10 178 181 162 159 152 144 106 89 76 65 20 156 158 146 144 142 141 1 106 89 76 65 30 147 149 139 137 136 136 106 89 76 65 40 136 138 129 128 129 129 106 89 76 65 50 127 128 121 121 122 124 106 89 76 65 150 mph Exposure B 0 179 184 156 151 142 126 92 78 66 56 10 171 175 155 151 142 126 92 78 66 56 20 151 154 140 138 136 126 92 78 66 56 30 143 146 134 133 131. 126 92 78 66 56 40 133 135 126 124 124 125 92 78 66 56 160 mph Exposure B • 0 169 174 147 142 134 110 81 68 58 50 10 165 168 147 142 134 110 81 68 58 50 20147 149 135 133 131 110 81 68 58 50 30 1 140 1 142 130 128 126 110 81 68 58 50 40 1 130 1 132 122 121 120 110 81 68 58 50 Notes: see page 14 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers IronRidge Mr.David F. Taggart ' Ground Mounting System — Structural Analysis — 4 Module August 7, 2015 Page 9 of 51 Notes: see page 14 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers r y -9- 1 , Table 2B - MAXIMUM PIER SPACING (in) 3" Unbraced Pipe Frame Snow Slope (deg) Wind Speed & Exposure Category psf 0 5 10 15 20 25 30 35 40 45 100 mph Exposure C p 0 212 217 186 181 171 163 139 117 100 85 10 191 194 176 174 170 163 139 117 100 85 20 165 167 155 154 153 153 139 117 . 100 85 30 155 156 147 146 146 147 139 117 100 85 40 142 143 136 135 137 139 139 117 100 85 50 131 131 127 127 129 131 134 117 100 85 60 121 121 120 119 122 125 129 117 100 85 `105 mph' Exposure C = 0 204 178 162 148 137 134 126 107 91 77 10 186 178 162 148 137 134 126 107 91 77 20 162 164 152 148 137 134 126 107 91 77 30 152 154 144 143 137 134 126 107 91 77 40 140 141 134 133 134 134 126 107 91 77 50 130 131 125 125 126 129 126 107 91 77 60 121 121 118 118 120 123 126 107 91 77 110 mph Exposure C 0 196 202 171 166 157 150 115 97 83 70 10 182 185 167 164 157 150 115 97 83 70 20 159 161 149 147 145 145 115 97 83 70 30 150 152 141 140 139 140 115 97 83 70 40 138 139 131 130 131 132 115 97 83 70 50 128 130 123 123 124 126 115 97 83 70 120 mph. Exposure C 0 183 188 159 154 145 132 97 82 69 59 10 174 177 158 154 145 132 97 82 69 59 20 153 155 142 140 138 132 97 82 69 59 30 145 147 136 134 133 132 97 82 69 59 40 134 136 127 126 126 126 97 82 69 59 50 125 127 119 119 120 121 97 82 69 59 130 mph Exposure C 0 171 175 148 143 135 112 82 70 59 50 10 166 169 148 143 135 112 82 70 59 50 20 147 150 136 134 131 112 82 70 59 50 30 140 142 130 129 127 112 82 70 59 50 40 130 132 122 121 121 112 82 70 59 50 50 122 124 116 115 115 112 82 70 59 50 140 mph Exposure C 0 160 165 138 134 126 97 71 60 51, 43 10 158 162 138 134 126 97 71 60 51 43 20 142 145 130 128 125 97 71 60 51 43 30 135 138 125 123 121 97 71 60 51 43 40 127 128 118 117 116 97 71 60 51 43 50 119 121 112 111 111 97 71 60 51 43 150 mph Exposure C 0 150 155 130 126 118 84 62 52 44 38 10 150 154 130 126 118 84 62 52 44 38 20 137 140 125 123 118 84 62 52 44 38 30 131 133 120 118 116 84 62 52 44 38 40 123 125 114 113 111 84 62 52 44 38 160 mph Exposure C 0 142 146 122 118 107 '74 54 46 39 33 10 142 146 122 118 107 74 54 46 39 33 20 132 135 120 117 107 74 54 46 39 33 30 127 129 116 114 107 74 1 54 46 39 33 40 119 121 110 108 107 74 1 54 46 39 33 Notes: see page 14 Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers r y -9- 1 , IronRidge August 7, 2015 Mr.David F. Taggart Page 10 of 51 Ground Mounting System — Structural Analysis — 4 Module Notes: see page 14 Starling Madison Lofquist, Inc. s Consulting Structural and Forensic Engineers Table 2C - MAXIMUM PIER SPACING (in) 3" Unbraced Pipe Frame Snow Slope (deg) Wind Speed & Exposure Category psf 0 5 10 15 , 20 25 30 35 40 45 100 mph Exposure D 0 196 201 171 166 157 150 115 97 83 70 10 182 185 167 164 157 150 115 97 83 .70 20 159 161 148 147 145 145 115 97 83 70 30 150 152 141 140 139 1 139 115 97 83 1 70 40 138 139 131 130 131 132 115 97 83 70 50 128 130 123 123 124 126 115 97 83 70 60 121 121 116 116 118 121 115 97 83 70 105 mph- Exposure D 0 188 194 164 159 150 142 104 88 75 64 10 177 181 162 159 150 142 104 88 75 64 20 156 158 145 143 141 140 104 88 75 64 30 147 149 138 137 136 136 104 88 75 64 40 136 137 129 128 128 129 104 88 75 64 50 127 128 121 120 122 123 104 88 75 64 60 119 120 115 114 116 118 104 88 75 64 110 mph Exposure D 0 181 186 158 153 144 129 95 80 68 58 10 173 176 157 153 144 129 95 80 68 58 20 152 155 141 140 137 129 95 80 68 58 30 144 146 135 134 132 129 95 80 68 58 40 134 135 126 125 125 126 95 80 68 58 50 125 126 119 118 119 120 95 80 68 58 120 mph Exposure D ' 0 168 173 146 141 133 109 80 67 57 49 10 164 167 146 141 133 109 80 67 57 49 20 146 149 135 133 130 109 80 67 57 49 30 139 141 129 128 126 109 80 67 57 49 40 129 131 122 120 120 109 80 67 57 49 50 122 123 115 114 114 109 80 67 57 49 130 mph Exposure D 0 157 161 136 131 124 92 68 57 49 42 .10 156 159 136 131 124 92 68 57 49 42 20 140 143 129 126 123 92 68 57 49 42 30 134 136 124 122 120 92 68 57 49 42 40 125 127 117 115 114 92 68 _ 57 49 42 50 118 120 111 110 110 92 68 57 49 42 140 mph Exposure D 0 147 151 127 123 115 80 59 49 42 36 10 147 151 127 123 115 80 59 49 42 36 20 135 137 123 120 115 80 59 49 42 36 30 129 131 118 116 114 80 59 49 42 36 40 121 123 112 111 109 80 59 49 42 36 50 115 116 107 106 105 80 59 49 42 36 150 mph Exposure D 0 138 142 119 115 100 69 51 43 37 31 10 138 142 119 115 100 69 51 43 37 31 20. 130 132 117 115 100 69 51 43 37 31 30 124 127 113 111 100 69 51 43 37 31 40 117 119 108 106 100 69 51 43 37 31 160 mph Exposure D ' 0 130 134 • 112 108 88 61 45 38 32 27 10 130 134 112 108 88 61 .45 38 32 27 20 124 127 112 108 88 61 45 38. 32 27 30 120 122 109 107 88 61 45 38 32 27 40 114 116 104 102 88 61 45 38 32 27 Notes: see page 14 Starling Madison Lofquist, Inc. s Consulting Structural and Forensic Engineers IronRidge August 7, 2015 Mr.David F. Taggart Page 14 of 51 Ground Mounting System — Structural Analysis = 4 Module . Notes for Tables 1 & 2: 1. Shaded region denotes special requirements for XR1000 rails — contact IronRidge ' 2. Cross pipe splices not permitted in end spans or in middle 1/3 of interior spans • 3. End cantilever span of pipe rails (max) = 0.40 x adjacent interior span length 4. When installations occur on a grade, the design slope of the array shall be determined as the slope ' ' relative to level ground. Code required topographic effects have not been considered. A ' Topographic (Wind) Factor - 1.0 (no topographic effects) 5. Dead Load (Weight) = 3 psf I - : ' . I 6.- Maximum PV Module Dimension - 78", To avoid potential problems from the effects of thermal expansion, a maximum total continuous cross pipe length of 100 ft is recommended. Foundation Requirements The foundation requirements for a cast -in-place drilled concrete ier system and for each soil class 2, 3, ' & 4 may be obtained from the tables below.. •T�lass is noted at the top of the tables. For each soil µ class Tables 3A -3F and 4A -4F are provided for the 2in and 3in systems respectively. These tables are, based on the piers being installed at their maximum allowable spacing. For spacing values less than maximum and for loads cases with snow >'0 psf, the requirements can be determined by using the online ' Design Assistant at IronRidge.com. f+, Starling Madison Lofquist, Inc. Consulting Structural and Forensic Engineers -14- IronRidge August 7, 2015 .Mr.David F. Taggart Page 51 of 51 Ground Mounting System — Structural Analysis = 4 Module Notes for Tables 3 & 4:. 1. Concrete Weight = 145 pcf / f = 2500 psi 2. Skin Friction per 2013.CBC 1810.3.3.1.4 & 5 3: Top P-0" of soil neglected for Skin Friction, 4. Snow Load = 0 psf — tabulated values are conservative for Snow Loads > 0 psf 5. * indicates special foundation required. Contact IronRidge 6. Resistance .to corrosion and/or sulfate attack, along with possible adverse effects due to. expansive soils has not been considered in these foundation recommendations. SML Engineers assumes no liability, with regard to these items. 7. Soil classification is to be determined and verified by the end'user of this certification letter. The analysis assumes that the array, including the connections and associated hardware, are installed in a workmanlike manner in accordance with the IronRidge Ground Mount Installation Manual and generally accepted standards of construction practice. Verification of PV Module capacity to support the loads associated with the given array shall be, the responsibility of the.Contractor or Owner and not IronRidge or Starling Madison Lofquist. Please feel free to contact; meat your convenience if you have any questions. Respectfully yours, fs Tres Warner, RE. C 71973 E, Design. Division Manager +z 31 Starling Madison Lofquist, Inc: Consulting Structural and Forensic Engineers 51— MAIEIVL 1. rINLn .EXHIBIT: EX -0001 DESIGN CRITERIA & MATERIAL SPECIFICATIONS: PER ASCE 7-10/WIND LOADING MAXIMUM MODULE WEIGHT IS 3 psf ALUMINUM XR1000 RAIL MODULE HARDWARE 300 SERIES OR 18-8 STAINLESS STEEL APPROVED PIPE: - ASTM A53 GR B, GALV. SCHD 40 - ALLIED MECHANICAL TUBING, 50 KSI, 12 GA, GALV 6" MAX FINAL GRADE DETAIL C SCALE 1:6 YRUYKIt1A1ff ANUL.UNNUM11AL DO NOT MKPOWAmucOxranrE IN"D W"=IGTKWU MPSM OF SCALE DRAWING ROWUDOENO. ANY REPRODWTION N PART OR AS APINGLEWIDOW i WRMIN PENIKION OFOWNRmOE M. IS FROHWTM 4 MODULE ROWS, 2" PIPE ' 2" GALVANIZED PIPE- - IPE T-6" — XR1000 RAIL PERMIT# KL/tt0 - ► r I BUTTE COUNTY DEVELOPMENT XR1000 RAIL CONNECTION DE 1 REVIEWED V ED F TO HORIZONTAL CROSS PIPE �� E Oi'L-I, (CONNECTOR, RAIL SGA ai�T�IVI ' �'r5�t� 1 I j� f vo (al 6D?Y AINRIAL RELEASE (ECR -1 - B INCLUDED APPROVED PIPE TABLES 08/09/29 15 1M1 END CLAMP MODULE CONNECTION TO XR1000 RAIL MID CLAMP MODULE CON N ECTIC TO XR1000 R DETAIL A SCALE 1:4 lr IRON RIDGE GROUND MOUNT SYSTEM 2" PIER. 4 SOLAR MODULE ROWS A I OVIG. NO. EX -0001 1 RBE.-I. SCALE-1:25 I WEIGHT:. SHEETIOF5 MAIEMIAL FINUn _ PKur KIt IAKT ANU UUNNUMIIAL DO NOT THE NFORMATONNTF01Eo INTO DRAW= IS THEE PROPER 0P --- "---- I t0SCALE DRAWING 110�EaG.WYREPROWGTpNWPAKT0111A1,'XOLEM1111TTNEW'"o' ' PEFU MKNl OPd IMMSOX. ISPRCNI®iffi EXHIBIT: EX -0001 4 MODULE ROWS, 3" PIPE DESIGN CRITERIA 8L MATERIAL SPECIFICATIONS: PER ASCE 7-10/WIND LOADING EQ DISTANCE MAXIMUM MODULE WEIGHT IS 3 psf E ALUMINUM XR1000 RAIL MODULE HARDWARE 300 SERIES OR 18-8 STAINLESS STEEL G APPROVED PIPE:14' MAX XR1000 RAIL - ASTM A53 GR B, GALV. SCHD 40 - ALLIED MECHANICAL TUBING, 45 KSI, MID CLAMP 8 GA, GALV MODULE CONNECTION F TO XR1000 RAIL DETAIL F TILT ANGLE VARIES VARIESCE SCALE 1 : 4 EQ DISTANCE I 6" MAX I 2'-6" 85.44 FINAL GRADE 3" GALVANIZED PIPE 6" MAX T-6" XR1000 RAIL CONNECTION DETAIL TO HORIZONTAL CROSS PIPE (CONNECTOR, RAIL SGA 3") ..,... iS PIPE DETAIL G SCALE 1 :6 LAMP JLE CONNECTION 1000 RAIL DETAIL E SCALE 1:4 APPROVED: 3" PIPE ALLIEMMECH.,TUBING, 8 GA -,ALLIED MECHANICAL TUBING ' - 45 ksi'YIELD STRENGTH," --GALVANIZED-(ALLIED FLOCOAT, GATORSHIELD; OR HOT DIPPED) Tes a, TOPCAP"SET'SCREW INSTALL. TORQUE: to fri6s 3:5m in SCHD:=40`PIPE - ASTM A53'GR'a, 35,ksi YIELD STRENGTH_ HOT DIPPED GALVANIZED, 21sin ' TOP'CAP SETSCREW INSTALL TORQUE: 20 ft`Ibs. - 3,500 in DRP.WN SO05302014 I RON RI DGE `NECKED SM ° p14 ENG /-.PP!?. MEG P.PPR. O.A. - - GROUND MOUNT SYSTEM 3" PIER, 4 INCHES. SOLAR MODULE ROWS DIMENSIONS ARE IN INCH TOLERANCES: .XX: +/-.030 SIZE MG. HO. Rev. EX -0001 s xxx: +/-.010 ANC;IFS' +/_ 10 SCME:1:25 I WEIGHT: SHEET 2015 EXHIBIT: EX -0001 PLAN VIEW (6 PIER LAYOUT SHOWN) c CROSS PIPE XR1000 RAIL MODULE SUPPORT SLOPE DOWN `SOLAR MODULE I RON RI DGE GROUND MOUNT SYSTEM, 4 SOLAR MODULE ROWS SA I owG. NO. EX -0001 I ��•,. a0 NOTB SCALE DRAWING I SCALE -115 'HEIGHT: —� SHEE13OF5 0.4 X L (MAX) 0.4 X L (MAX) PIER SPACING PIER SPACING ------------- —� I 11 1 I1 1 11 �------------- ---- II 11 11 ----- ----- --�� II II II 11 — ------------- -- II II II 11 ----------- --� I 1 1 1 II --------- --------_ 1 II,I 11 ----------- -- -- 11 - --- II -- 11 I1 ----------- -- ----------- II 1 1 - ----- --- I ' I L r-- ----------- I—�r-- I , II ----------- -- Ir 11 -- -----I----- --- I II ------------- --fir II — ----------- --� I 1 I II I II I II 11 II L-- ----------- —� II II I L-- ----------- --J I 11 L -- -----II II 11 I ----- --J I I I I L-- --J ----------- A I I I I I -- J ----------- 1 r 1 1 r 1 r ----------- 1 r 1 tl r 1 r 1 1 r 1 I 1 r 1 I r 1 tl r 1 1 1 tl r 1 1 1 r 1 r I 1 1 r 1 I tl r 1 1 n r 11 1 � r 1 r I I r n r I 11 I r 11 „ r 1 r , r 1, n r 11 tl r I, 3 1r 1 3 I d3IItlr, I tl r 1tl-----------r —J LA-----------r--J L--n----- -----r-- L--tl-----------r--� L— tl-----------r--� r-- 1 it 1 I —----------- -- i i -- ----- ----- --� -----------HL �-- ------------- ----------- --J L-- ------------- ----------- --J CROSS PIPE XR1000 RAIL MODULE SUPPORT SLOPE DOWN `SOLAR MODULE I RON RI DGE GROUND MOUNT SYSTEM, 4 SOLAR MODULE ROWS SA I owG. NO. EX -0001 I ��•,. a0 NOTB SCALE DRAWING I SCALE -115 'HEIGHT: —� SHEE13OF5 EXHILIT: EX -0001 VARIES VARIES CL 2'-6" U -BOLT 1 PIECE CAST ALUMINUM .MOUNTING C NORTH VIEW (L) �J PIER SPACING - I c GALVANIZED PIPE -DETAIL D CONNECTION BETWEEN VERTICAL PIER SCALE 1 : 6 AND HORIZONTAL CROSS PIPE Did IRONRIDGE GROUND MOUNT SYSTEM, 4 COMMENTS: SOLAR MODULE ROWS SQE I UWG. NO. EX -0001 REV DO NOT SCALE DRAWING SCALE:1:25 I 'WEIGHT: SHEET 40x5 SUNNY BOY 300OTL-US / 3800TL-US /4000TL-US / 500OTL-US / 600OTL-US / 700OTL-US / 770OTL-US 1, THE N1 RUYS ONLY SECURE POWER SUPPLY ; SMA Certified Innovative Powerful Flexible • UL 1741 and 16998 compliant • Secure Power Supply provides • 97.6% maximum efficiency • Two MPP trackers provide • Integrated AFCI meets the require- daytime power during grid outages • Wide input voltage range numerous design options ments of NEC 2011 690.11 • Shade management with OptiTroc i • Extended operating Global Peak MPP tracking temperature range SUNNY BOY 3000TL-US / 380OTL-US /4000TL-US / 5000TL-US / 6000TL-US / 7000TL-US / 770OTL-US Setting new heights in residential inverter performance The Sunny Boy 3000TL-US/3800TL-US/4000TL-US/5000TL-US/6000TL-US/70 t xt step in performance for UL certified inverters. Its transformerless design eansfa° yed aximu power production is derived from wide input voltage and og t e tr s and Y OptiTracT"' Global Peak mitigate the effect of shade and allow for installation it s. The u ue Secu Power POE ON The GJ' Supply feature provides daytime power in the event of a grid outage. gl , f e design and innovative +� vN features make the Sunny Boy TL -US series the first choice among solar pro ion o S QP pP 9Ha IMPOQ-5�O Technical data Sunny Boy 3000TL-US - Sunny Boy 3800TL-US Sunny Boy 4000TL-US 208 V AC 240 V AC ' 0 V AC 208 V AC 24 t ^^ _ 208 V AC 240 V AC Input (DC) -+ Max usable DC power,(@ cos W =_ 1)_4200 = W _. __- _. -- __-- 4200 W - Max. DC voltage 600 V Rated MPPT voltage range - 175 - 480 V 175 480 V 175 - 480 V MPPT operatingvoltoge range 125 - 500 V —_ J , 125-500V 125 - 500 V Min. DC voltage /start voltage _ __ __ ___ 125 V / 150 V _- --- 1.25 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 i _.. Number of MPP trackers / strings W MPP tracker - - - - Output (AC) AC nominal_power 3000 W _ 3330 W 3840W 4000 W Max AC apporent power -_- -- 3000 VA _ �- _3330 VA 3840 VA_,, - 4000 VA Nominal AC voltage / adjustable- 208 V / (- 240 V / 208 V / i _240 V / • 208 V / • 240 V AC volts a ran a 183 --M V 1F 211 - 264V , _ 183 229_V r 21 1 -26 V , ' 183 - 229 V '' 211 - 264 V', AC-gnd frequency range 60 Hz / 59_3 60 5 Hz 60 HzJ 59 3 - 60.5 Hz _ _, 60 Hz / 59.3 60 5 Hz _ Max. output current _ - 15 A _._ _-_ _ 16 A _-- _. 20-A - Power factor (ccs T) - Output phases / line connections / 2 _1 /2 _ _ Harmonics < 4% _ ____ < 4% < 4% Efficiency L 'Max- efficienry _- _ - 97.2/ _ 97.6% �I 972% 975%. -__ . _-. 97.2% 97.5% _CE,C efficiency - --- -- - - _96_5% -)' 96.5% .- 96 5% 9.7 0/-- " 96_5% t :- 97.0% Protection devices -' DC disconnection device DC reverse-polarity protection • Groundfault monitoring / Gnd monitoring -- • / • _AC short circuit protection • -Allpole sensitive residual current monitoring unit • L Arc fault circuit interrupter (AFCI) compliant to-UL 16998 _= = • - Protection class / overvoltage category - -- -_ I / IV - - - - General data in mm (in)--_ ---DC Disconnect dimensions W H Din mm m 18117/29 -7 190 (7.4j 117 7.5 r 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 (14.6 / 9.4 / 11.0) - - J Weight / DC Disconnect weight _ _ 24 kg (53 lb) / 3.5 kg (8 Ib) -_- Packing weight /DC Disconnect packing weight _27 kg (60 AN TY kg (8 Ib)- _ Operating temperature range 40 °C .. +60 °C (40 °F +140 °F) Noise emission (typical) - 5 25 dB(A) 71 dB(A) _ _ < 25 dB(A) Intemal consumption at night < 1 W - < 1 W < 1 W Topology _- -: - - Transformerless _. 1 w Transformerless Transformerless Cooling Convection Convection Convection rating Electronics protecfion -- --- NEMA 3R - NEMA 3R _ NEMA_ 3R Features Secure Power Supply - __. _ ___ _-__ • _ ___ Display graphic • • Interfaces. RS485 / Speedwire/WebconnectO/O O/O O/O Warranty. 10 / 15 / 20 years _ -•/O%O •/O/O ._ 0/00 Certificates and permits (more available on request) UL 1741, UL 1998, UL 1699B, IEEE 1547, FCC Part 15_(Class A & B), — -;. CAN/CSA C22.2 107.1-1 NOTE US inverters ship with gray hds _ T e desi nation yP_ 9 .. _ __ _ __ _ _ _ _., . _._ .SB 3000TL-US 22 ___ SB_3_BOOTL US22__ __ - _ _- __SB 4000TL- S22 ................... --•------------------------------- Efficiency curve SUNNY BOY 5000TL-US-22 240Vac1 0.0 0.2 I :............................. *............ 0.4 0.6 0.8 1.0 Output power / Rated power Accessories Speedwire/Webconnect RS485 interface --- - --- -- -- _ 0_. _ SunnyB60 - interface DM485CWS-10 - -- -- - --- Sunn B SWDM-US.10 -- - - ---_ - - --I - Sunny Boy 770OTL-US _.. .............: ............. 208 V AC 240 V AC 208 V AC 240 V AC 370 / 240/ 280 (1,4t6-/ 9.4 /11.9) - -_- 1 -- -_ 98 e z 96 ins aeo ' •... Eta (V., — 175 Vl Eta (V,— 400 Vl 1 - - •• Eta (V..-480 V) ,.� 7300 W--- ------- ----- 0.0 0.2 I :............................. *............ 0.4 0.6 0.8 1.0 Output power / Rated power Accessories Fon kit for SB800/ 4000/SOOOTL-US-2211S22 FANKIT02.10 • Standard feature 0 Optional feature - Not available Data at nominal conditions Speedwire/Webconnect RS485 interface --- - --- -- -- _ 0_. _ SunnyB60 - interface DM485CWS-10 - -- -- - --- Sunn B SWDM-US.10 Fon kit for SB800/ 4000/SOOOTL-US-2211S22 FANKIT02.10 • Standard feature 0 Optional feature - Not available Data at nominal conditions _-_-__-_. _____ _ ._-_- ____ ___.__ __ _ __ _._-__ - - Sn---B-_ - -U Sunny a 00L -S --- - --- -- -- _ 0_. _ SunnyB60 - _- __- __- -- -- - ) - -- -- - --- Sunn B -- - - ---_ - - --I - Sunny Boy 770OTL-US 208 V AC 240 V AC 208 V AC 240 V AC _617/597/266 (24.3/23.5/105)___ 208 V AC 240 V AC 208 V AC 240 V AC 370 / 240/ 280 (1,4t6-/ 9.4 /11.9) - -_- _ __ _ _ 24 kg_ (53 Ib) / 3 5 kg -- -_ 5300 W _ 6300 W 7300 W--- ------- ----- .. - -.8000 W_ _-600 V _.._ 600 V ( 600 V <iW - 600 V <lw 175 480 V _- 210 480 V _ Transformerless Transformerless 245 - 480 V 270 480 V Fan Fan 1 C 125 500 V 125 _5_-00-V__ ._ ( 125 - 500 V L __ NEMA 3R _ __ _ NEMA 3R ___ ; ` _ - 125_V/150V _. 125V/150V _'+ _ 125V/i50V____- -]ice _125-500V 1.25V/150V _30A/15 A_ — -—30A/_j5A :( _ 30A/18A _j� -- Al '4 -5 00 W_ 6000 W [_ 6000 W ,I F 000 W �� � 6650 W 7660 W I 4550 VA _5000 VA- _ -- = _ 5200 VA_ 6000 VA - _ 6000 -VA 7000 VA ! - 6650 VA , A" _7680 VA - 208 V / • __ + 240 V / _ - _ 208 V /-� 240 V:._ • - 208 VJ • 240 V / •- - _ 208 V / P 240 V / 183 229 V ' 21 1 264 V - 183 229 V 21 1 V _._ _ -- -- 183 - 229 V 21 1__ 264_V - -, -_ -- -_. _.., 183 229 V u 21 1 264 V j 60 Hz / 59 3 60.5 Hz _ ._264 _ - 60 H_z / 59 3 _= 60 5 Hz _ _ _a _ ! _ 60 HzJ 59.3 60.5 _Hz _ _� _ , 60 Hz / 59 3 60.5 Hz r - 22 A - _ 25A -- -- - _ u _29.2 A -1 _ - J _ _ - � -- - - __. _ 1 1/2 4% -- -- 1 _-_-__-_. _____ _ ._-_- ____ ___.__ __ _ __ _._-__ _-- -_ _ -._-_._. 490/519/_ 185_(1.93/205/73)_--_ --- - _- __- __- -- -- - ) -- 187/ 297/ 190 (74 / 11.7/75)____ _617/597/266 (24.3/23.5/105)___ 370 / 240/ 280 (1,4t6-/ 9.4 /11.9) - -_- _ __ _ _ 24 kg_ (53 Ib) / 3 5 kg -- -_ 27 kg (6016)_/ IS kg .(8 (b) -40 C ._ +60 C (_40 F ... +140 F) < 29 dB(A) <2 ` 9 dBIA).- _ <iW <1,// iL <1_w <lw Transformerless Transformerless Transformerless Tran_ s_formedess_ Convection Fan Fan 1 C Fon L __ NEMA 3R _ __ _ NEMA 3R ___ ; ` NEMA 3R ] 0 130u 11313 I ® a More efficient Shade management Easier rE i Secure Power Supply Broad temperature range Flexible communications A r • J r A NEW GENERATION OF INNOVATION - THE SUNNY BOY TL -US RESIDENTIAL SERIES HAS YET AGAIN REDEFINED THE CATEGORY. Transformerfess design in all types of climates and for longer periods of Leading monitoring ' time than with most traditional string inverters. and control solutions ,The Sunny Boy 3000TL-US / 380OTL-US p r .. /'4000TL-US / 5000TL-US / 6000TL-US / Secure Power Supply The 'new TL -US residential line features more . 700OTL-US / 770OTL-65 are transformerless ' than high performance and a large graphic 5 inverters, which means owners and installers One of many unique features of the TL -US display. The monitoring and control options , benefit from high efficiency and lower weight. residential series is its innovative Secure provide users with an outstanding degree of 'A wide input voltage range also means the `inverters Power Supply. With most grid -tied inverters, flexibility. Multiple communication. options •1 will produce high amounts of power when the grid goes down, so does the solar- allow for a highly controllable inverter 4, 4 under a number of conditions. powered home. SMA's solution provides ° and one that can be monitored on Sunny n i daytime energy to a dedicated power outlet Portal from anywhere on the planet via an ' Additionally, transformerless inverters have during prolonged grid outages, providing Internet connection. Whether communicating g d „ been shown to be among the safest string homeowners with access to power as long as through RS485, or SMA's new plug -and -play 3't .• inverters on the market. An industry first, the TL- the sun shines. WebConnect, installers can find an optimal bi I 'US series has been tested to UL 1741 and UL �' solution to their monitoring needs. • 1699B and is incompliance with the arc fault Simple installation ! s - . requirements of NEC 2011. Wide Power Class Range As a transformerless . inverter, the TL -US t Increased energy production residential series is lighter in weight than Whether you're looking for a model to its transformer -based counterparts, making maximize a 100 A service panel or trying 2 OptiTracTm Global Peak, SMA's shade-' it easier to lift and transport. A new wall to meet the needs of a larger residential PV 'k • tolerant MPP tracking • algorithm, quickly mounting plate features anti -theft security and system, the Sunny Boy TL -US- with Secure E p adjusts to changes in solar irradiation, which makes hanging the inverter quick and easy. A Power Supply has you covered. Its wide mitigates the effects of shade and results in simplified DC wiring concept allows the DC range of power classes—from 3 to 7.7 kW— higher total power output' And, with two MPP disconnect to be used as a wire raceway, offers customers the right size for virtually any § - trackers, ` the TL -US series can ably handle saving labor and materials. residential application. The TL -US series is not v complex roofs with multiple orientations or only the smartest inverter on the planet, it's also " string lengths. The 380OTL-US and 770OTL-US models allow the most flexible. - t , installers to maximize system size and energy v An extended operating 'temperature range of production for customers with 100 A and 200 -40 °F to +140 °F ensures power is produced A service panels. Toll Free +1 888 4 SMA USA • - �• Y www.SMA-America.com SMA America, LLC r, 'r z r.: fw . ". PERMIT#1 ' -7c I ., BUTTE COUNTY DEVELOPMENT SERVICES , REVIEWED FOR _ CODE QOMPLINCE,; y r DATE` � rT BY x INSTALLATION MANUAL G DISCLAIMER-............................................:........:...:...:... ..................................... ...... .. . ; •. CHECKLIST -............................................................................. ............................................... ........._ . r ............. 2 1•.• :BU ILD.,BASE..........::................................................................................ :...................................:......'.................................................... . 3 - . 2.,, CON•NECT•,SUBSTRUCTURE ..................:...::.....:.....................................................................:..................................................... ..:.. 3.•, PLACE. RAILS...................................:......................................:. , . ....................................................................:..............................................................:............................................. 4:_SECURE. LUGS...................................................................: .. - ............:................................... - 5.•;CLAMP•.MODULES ............................. ...................................................................................................................... DAGONALBRACES(OPTIONALI................................... ..I „ ....................... .........., ,...-.'6 UNDERCLAMPS (OPTIONAL) ...................................... ..( ........ r 6 ti END. CAPS(OPTIONAL.............................'..........................................................: . j ................................._................ WIRE, CLIPS (OPTIONAL .........:........................................: .......................................................................................... :......................................................................................... ' WARRANTY......................:..............................:....................................................... ...... ................................:. 7 .._ DISCLAIMER This manual describes the proper installation procedures and provides necessary standards required for product reliability sand warranty. All installers must thoroughly read this manual and have a clear understanding of the installation steps and - procedures prior to installation. Failure to follow these guidelines may result in property damage, bodily injury or even s death. n f _ J IT IS THE INSTALLER'S RESPONSIBILITY TO: Ensure that the installation is completed by a licensed solar professional. ' .*'..-Comply with all applicable local or national building codes, including any that may,supersede this manual. • Ensure all products are appropriate for the installation, environment, and array under the site's loading conditions. • Use only IronRidge parts or parts recommended by IronRidge; substituting parts may void any applicable warranty. > • . ' Review the Design Assistant, Engineering Design Guide, and Certification Letters to confirm design specifications.' • Comply with all applicable fire codes including, but not limited to, keeping walkways clear and avoiding obstacles. Ensure provided information is accurate. Issues resulting from inaccurate information are the installer's responsibility., • Confirm with the module manufacturer that Ground Mount is compatible with the'selected module. - Validate foundation parameters prior to installation, as a local geotechnical report may be required to assess ground I onditions. We recommend consulting with a local.engineer familiar with local regulations and build site requirements; ' 'including soil conditions, terrain and load criteria. All parameters may impact foundation requirements. Ensure safe installation of all electrical aspects of the array. All electricalinstallation and procedures. should be conducted by a licensed and bonded electrician or solar contractor. All work must comply with national, state and local installation procedures, product and safety standards.2015 IRONRIDGE, INC. VERSION 2.23 GROUND MOUNT INSTALLATION MANUAL - _17 �' u ­ vemy moauie compaiioiliry wim urouna•iviouni. .0'. Purchase 2" or 3" schedule 40 steel pipe (ASTM A53- Grade B) or mechanical tubing (Allied Flo -Coat and Gatorshield) for structure. Verify that needed components have been obtained. Contact your.local distributor for any additional parts. XR1000 Rails Rail Connectors` ' ` Aluminum Aluminum ' TOOLS'REQUIRED. ❑ .Post Hole Digger or -Powered Auger 'El, Socket Drive (7/16", 9/16", and 1/2" Sockets) • ❑. Torque Wrenches (0-240 in -lbs and 10-40 ft -lbs) 4; ❑ Transit, Strang Line, or.Laser Level Top Caps End Clamps ❑ 3/16" Allen Head Aluminum. Aluminum ' • ' TORQUE VALUES ' - a 10. Top Cap Set Screws (3/8"-16) Schedule 40 Pipe: 240 in -lbs ' '' . 2"Allied Mech ni IT bi132 ' Ib - ,r a ca u ng. in- s Mid Clams ` . p Grounding.Lugs . . ' Aluminum ,Tinned Copper & SS 3" Allied Mechanical Tubing: 192 in -lbs 4 SECONDARY COMPONENTS s' ❑ Top Cap U -Bolt Nuts (3/8"-16): 180 in -lbs ,r , ❑ Rail Connector Bracket Nuts (3/8"-16): 204 in -lbs - ',0' Rail Connector.U-Bolt Nuts (3/8"-16): 60 in -lbs, • ❑ : Grounding Lug Nuts (1/4"-20): 120 in -lbs r ❑ 'Grounding Lug Set Screws (1/4"-20)' 84 in -lbs iw . - Wire Clips • • Under Clamps - a ❑' End Clamp Nuts (1/4"-20): 84 in-lbS Porycarbonate Aluminum ' ❑ Standard Mid Clamp Nuts (1/4"-20):'120 in -lbs ' ❑ Grounding Mid Clamp Nuts (1/4"-20): 84 in -lbs (55 in -lbs for SunPower Modules) ❑_r Diagonal Brace Hardware (1/2"-13): 480 in -lbs ' ❑ Under Clamp Nuts (1/4"-20):120 in -lbs}' • End Caps . ' Diagonal Braces ' a • 'L� Polycarbonate Aluminum - 2015 ilr A. MARK LOCATIONS ' " Establish pier locations. Once grid of pier locations has .'been set, verify all angles are square. L: ;. © Spacing varies with load conditions. Consult engineering specs. h• - ry'Y t _ BPPOSITION PIERS , 'Excavate for foundations, insert vertical piers, and pour ' -.- - - - - - - - - - - - - - - - - - - - - - - .'• concrete foundations: Make sure vertical piers are plumb,, T ; = Ve LevelTop Pier level, and square, in parallel rows, evening tops with level. (schedule 40 Pipe) ' �✓ For concrete foundations, brace piers until cured. ; ` I10 ` Level Ground - �{ 21 In some cases, cross bracing is required to provide extra support 90°f r' ' for piers. If required, install Diagonal Braces at this time.lo 11 Concrete Foundation ` 't Depth 1 r i o + 1/3 Depth c. 2. i CONNECT SUBSTRUCTURE A. MOUNT TOP CAPS Mount a Top Cap on each pier. Wait to tighten set screws. • 21 If using Diagonal Braces, install them prior to Top Caps. B. LAY CROSS PIPE F ' Si _ - Set cross pipes/tubing in Top Cap grooves. Attach with 3/8"-16 U -bolts, flange nuts, flat washers, and lock - 'washers. Torque U -bolts to 180 in -lbs. Complete and align entire assembly. Torque Top Cap set screws to 240 in -lbs for Schedule 40 Pipe, 132 in -lbs for 2" Allied Mechanical Tubing; •and 192 in -lbs for '3" Allied Mechanical_ Tubing. © 2015 IRONRIDGE, INC. VERSION 2.23 GROUND MOUNT INSTALLATION MANUAa 3. PLACE RAILS ATTACH HARDWARE -... On,ground, attach Rail Connector bracket to rail by Sliding' 3/8"-16'bolts into side slot. Space out to match pier r spacing. With bracket in place, finger tighten flange nuts ` onto bolts. Repeat for remaining Rail Connectors., Off using Mid Clamps with hex bolts, slide provided 1/4"=20 bolts , into top slot of rails at this time. Space bolts for panel spacing: ' 0 Tape ends of rail, to keep bolts from sliding out while moving. T 1 ' B. FASTEN CONNECTORS ' ' - Center rails on cross pipes, leaving equal distance on ends. Secure with Rail Connector hardware: 3/8"-16 ' U -bolts, flange nuts, flat washers, and lock washers. a V .Torque U -bolt to 60 in -lbs and bracket to 204 in -lbs.; ❑✓ Spacing between rails should align with module mounting holes. . WEEB LUGS ' ,Review Wiley WEEB Installation Instructions, using 6-10 AWG (minimum) solid copper grounding wire. Torque.hez ' nut to 120 in -lbs and setscrew to 84 in -lbs. ^I' - ly H it r V4.CURE © 2015 LUGS INC. VERSION 2.23 GROUND MOUNT INSTALLATION MANUAa . WEEB LUGS ' ,Review Wiley WEEB Installation Instructions, using 6-10 AWG (minimum) solid copper grounding wire. Torque.hez ' nut to 120 in -lbs and setscrew to 84 in -lbs. ^I' - ly H it r © 2015 IRONRIDGE, INC. VERSION 2.23 GROUND MOUNT INSTALLATION MANUAa CLAMP A: END CLAMPS Place first module in position on rails, a minimum of 1.5" from rail ends. Secure End Clamps on rails, ensuring they are hooked over top of module. Torque to 84 in -lbs. B. MID CLAMPS Slide Mid Clamp T -bolts in top rail slots, placing them flush against opposite side of module. Place second module into position on rails, against Mid Clamp bolts. Put a Mid Clamp, then flange nut, on each bolt. Torque to 120 in -lbs. Repeat for each following module. ❑✓ Refer to WEER Installation Manual for installing WEEB Clips. 21 If using Under Clamps or Wire Clips, refer to Page 6. ❑✓ If using Grounding Mid Clamps, refer to Grounding Mid Clamp Installation Manual. C. END CLAMPS • t Place last module in position on the rails, a minimum of 1.5" from rail ends. Secure End Clamps on rails, ensuring they are hooked over top of module. Torque to 84 in -lbs. t D. REPEAT STEPS Clamp remaining module rows - 21 If using End Caps, refer to Page 6. © 2015 IRONRIDGE, INC. VERSION 2.23 GROUND MOUNT INSTALLATION. MANUAL - 5 ,moi � i ir,...^'^7ii� .'✓i'84 �n-1bs i�,..�...-,.a%.-' -�yi�---+...-yY © 2015 IRONRIDGE, INC. VERSION 2.23 GROUND MOUNT INSTALLATION. MANUAL - 5 ;ecce, TidmoZoo Anwwn,,,* Washer, Electrical Equipment Bond WEEB INSTALLATION INSTRUCTIONS For IronRidge Light & Standard Series Rails Only Please read carefully before installing. Burndy recommends that the sufficient details of the installation be submitted to the AHJ for approval before any work is started. PERMIT# ---J BUM mo�oo . R C DATI�—% WEEBLug-6.7 WEEB Bonding Jumper -6.7 Products are tested to UL 467, CAN/CSA-C22.2 No. 41 US/ Canadian standards for safety grounding and bonding equipment. �i cc COPY Document Number 104-0404-000039-003' -d 0. �. © 2012 BURNDY LLC. HUB ). �j WEEB COMPATIBILITY The WEEB family of products can be used to bond anodized aluminium, galvanized steel, steel and other electrically conductive metal structures. All- installations shall be in accordance with NEC requirements in the USA and with CSA C22.1 in Canada. The WEEBs are for use with modules that have a maximum series fuse rating of less than 25A. Standard Top Down Clamps The WEEBs u compatible with are examples WEEB teeth a frame. sed for bonding the PV modules to the mounting rails are various cross-sections of module frames. The following of module frames that are compatible. Notice that the re positioned completely under the edge of the module ,The following is an example of a module frame that is incompatible with the WEEB. The WEEB teeth are positioned only partially under the edge .of the module due to the lip on the top edge of the module. I L -. Documen© 2012 BURNDY LLC 0039-003 t Number to] e Top Down Clamps for Lipped Modules .The following are a few variations of lipped solar modules mounted with inverted U-shaped clamps. Notice that the force which the inverted U- shaped clamp exerts is in line with the WEEB teeth. OK Low -Lipped Module The WEEB-DMC is not compatible with high lipped modules. The WEEB teeth do not intersect with the solar module frame. High -Lipped Module Document Number 104-0404-000039-003 © 2012 BURNDY LLC. 01 WEEB COMPATIBILITY Module frames like those shown here may have a ridge or lip on the bottom edge of the frame that would prevent the WEEB teeth from fully embedding. Shown here is an example of a lip that will prevent the WEEB teeth from properly penetrating the module frame. This type of frame is not compatible with the — WEEB. Shown here is an example of a groove that will prevent the WEEB teeth from properly penetrating the module frame. This type of frame is not compatible with the WEEB. _ Important Note: Inspect each module frame used with a WEEB to ensure that the bottom mounting face of the frame is flat, and that there are no hindrances to embedding WEEB teeth. Do not use a module with a frame that prevents the WEEB teeth from embedding fully. IP Documen© 2012 BURNDY LLC.0039-003 . , WEEB-DMC on Boxed Module Frames Certain module frames do not have enough structural strength to withstand the force required to embed a WEER. These frames will deform and therefore not allow sufficient penetration of the WEEB teeth. The general requirements for minimum module frame thickness of "boxed" type module frames are illustrated below. NCS I F..q THAKI q nmm Document Number 104-0404-000039-003 © 2012 BURNDY LLC. NER )MM SYSTEM OVERVIEW Use WEEB-DMC to bond solar modules to module mounting rail. Use WEEB Bonding Jumper -6.7, to electrically connect mechanically spliced rails. Use one WEEBLug-6.7 assembly per rail to connect system to equipment ground conductor. Important notes 1. Use general purpose anti -seize compound on fastener threads when installing WEEBs.. 2. The NEC section 690.43 states, "Exposed non-current carrying metal parts of module frames, equipment, and conductor enclosures shall be grounded in accordance with 250.134 or 250.136(A) regardless of voltage." 3. WEEBs are intended for SINGLE USE ONLY. Functionality will not be guaranteed if reused. Document Number 104-0404-000039-003 ..tj © 2012 BURNDY LLC. WEEB-D OInverted U- shapec r ,v MC ASSEMBLY Mid clamp WEEB-DMC J 7WEEB-DMC,' Pre -assemble WEEB-DMC to mid -clamp assembly as shown. Pre - assembling WEEB-DMC to mid -clamp assembly will contain the small r individual parts, reducing the possibility of losing parts during installation., 0 j� � Document Number 104-0404-000039-003 �� •- Ij �. © 2012 BURNDY LLC. OSlidep re -assembled WEEB-DMC and mid -clamp assembly into position. Slightly lift solar module and slide WEEB-DMC and mid -clamp assembly into position. WEEB teeth will ® automatically be aligned under the edge of the module when the mid -clamp assembly is correctly installed. Important note: To correctly install mid clamp assembly, ensure that the bolt is perpendicular to the mounting rail. To correctly install WEEB-DMC, ensure that both sides of the solar modules are completely positioned against the mid -clamp. Refer to WEEB compatibility page for illustrations. Visually check that WEEBs are properly positioned. Document Number 104-0404-000039-003 PLU 2012 BURNDY LLC. r . Important note: WEEBs are for SINGLE USE ONLY! Do not torque fasteners down if position of solar modules is not finalized. Only slightly tighten fasteners to keep modules in place. When position of solar modules is finMi7Pri_ tnrnuP fastanPr.q to 1 nft-Ih / j� �j Document Number 104-0404-000039-003 ¢j U © 2012 BURNDY LLC. - , . WEEB-DMC LAYOUT EVEN NUMBER OF MODULES IN ROW X DENOTES PLACES TO INSTALL WEEB-DMC C X R = 4 X 1 WEEB-DMC NEEDED = C X R= 4 X 1= 4 ODD NUMBER OF MODULES IN ROW X DENOTES PLACES TO INSTALL WEEB-DMC C X R = 5 X 1 WEEB-DMC NEEDED = [C+1] X R = [5+11 X 1 = 6 Note: When replacing a single faulty module, also remove the adjacent module which contacts the same WEEBs as the faulty module. This will ensure that there are never ungrounded modules in the array. LJIL�/� Document Number 104-0404-000039-003 .. © 20122BURNDY LLC. L �qo WEEBLUG ASSEMBLY WEEB teeth towards rail Slide bolt to desired position and slip bolt through WEEB-6.7 WEEB-6.7 Install WEEBLug-6.7 assembly and torque fasteners to 10 ft -Ib / 13.5 N -m using general purpose anti -seize compound on threads. Important note: 1. WEEB-6.7 that sits under the WEEBLug is for SINGLE USE ONLY! Ensure position is correct before tightening. 2. The WEEBLug-6.7 may be used with a maximum equipment ground wire of 6 AWG. jJ P_U LDocument Number 104-0404-000039-003 © 2012 BURNDY LLC. ' GROUND CONDUCTOR ASSEMBLY .tor -- -- &V- M\A . W.L LV / 1 l IhJ 'I 1 V I r I I . (j /�'r► Document Number 104-0404-000039-003 2012 BURNDY LLC. JI �� J • 1 II } t o i ; I n� 09 j G � f i I ifjE f Sunmodule'T/� .. SW 240 mono,/ Version 2.0 World-class quality Fully -automated production lines and seamless monitoring of the process and material ensure the quality that the company sets as its benchmark for its sites worldwide. PERMIT# B JTfE COUNTY DEVELOPMENT SERVICES REVIEWED FOR CO �OMPL-IACE SATE I BY SolarWorld Plus -Sorting Plus -Sorting guarantees highest system efficiency. SolarWorld only delivers _ modules that have greater than or equal to the nameplate rated power. 25 years linear performance guarantee and extension of product warranty to 10 years SolarWorld guarantees a maximum performance degression of 0.7% p.a. in the course of 25 years, a significant added value compared to the two-phase warranties common in the industry. In addition, SolarWorld is offering a product warranty, which has been extended to 10 years' In accordance with the applicable SolarWorld Limited Warranty at purchase. www.solarworld.com/warranty www.solarworld.com c•0 Qualified, IEC 61215 i 1 c Satet Safary tested, V 3 TOVMW .„ d = IEC 61730 D E 0 Periodic inspection ' onnno:'Q�0 lf�us c�N hltertek C UL US LISTED weot-onaio rau1m•1 109E Panel (Nadu in USA IIII , SOLARWORLD We turn sunlight into power. SunmodulO/`"" SW 240 mono /Version 2.0 PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)' THERMAL CHARACTERISTICS S W 240 SW 240 — Maximum p_ower Pmax 246Wp1 Open circuit voltage V. 37.6 V Mawmumpowerpointvoltage: V 306V] Short Short circuit current I 8.22 A Maximumpower:pointcurrenf I7.87A 'STC:11000W/m�, 2S'C, AM 1.5 THERMAL CHARACTERISTICS Wcrirvesla►5otrttWaildSul�mod�ikplusSW, monoai " tS'CcCiiOCmpbra4uni S W 240 I 0.004 %/K �STC -0.30%/K TCP PP 0.45 %/K Aperatingtemperature! ��—�� `40'Cto85°C Wcrirvesla►5otrttWaildSul�mod�ikplusSW, monoai " tS'CcCiiOCmpbra4uni 65.94 x4 1.22 (31) SW-02-5003US 07-2012 PERFORMANCE AT 800 W/m', NOCT, AM 1.5 S W 240 _ Maximum power uPmo. — s,o Open circuit voltage V34.2 V IMaximum ,Dower_�ointvoltage 3 Short circuit current I 6.63 A Eaxim_um power point current^ _ —Imp 6.30 A Minor reduction in efficiency under partial load conditions at 25'C: at 200W/m=, 95% (+/-3%) ofthe STC efficiency (1000 W/m�) is achieved. —voo IEC Design loads' Tworail:system } 113 psf downward 50 psf upward •2.11 .. �:1C0iVi1&1�. ao . 65.94 x4 1.22 (31) SW-02-5003US 07-2012 PERFORMANCE AT 800 W/m', NOCT, AM 1.5 COMPONENT MATERIALS Cells per module 60 Cell type Mono crystalline [Cell dimensions,- y6.14 in x 6.14 in (156 mm x 156 mm) Front tempered glass (EN 12150) I Frame Clear anodized aluminum Weight 46.7 lbs (21.2 kg) SYSTEM INTEGRATION PARAMETERS Maximum system voltage SC II S W 240 _ Maximum power uPmo. — —` 175.4 WPI. Open circuit voltage V34.2 V IMaximum ,Dower_�ointvoltage 3 Short circuit current I 6.63 A Eaxim_um power point current^ _ —Imp 6.30 A Minor reduction in efficiency under partial load conditions at 25'C: at 200W/m=, 95% (+/-3%) ofthe STC efficiency (1000 W/m�) is achieved. COMPONENT MATERIALS Cells per module 60 Cell type Mono crystalline [Cell dimensions,- y6.14 in x 6.14 in (156 mm x 156 mm) Front tempered glass (EN 12150) I Frame Clear anodized aluminum Weight 46.7 lbs (21.2 kg) SYSTEM INTEGRATION PARAMETERS Maximum system voltage SC II -OW /+5 Wp Max. system voltage USA NEC 600 V Maximum reverse current^~ 16 A Number of bypass diodes 3 UL Design Loads' Two tail system 113 psf downward 64 psf up_w.ard UL Design Loads' Three rail system 170 psf downward64 psf upward IEC Design loads' Tworail:system } 113 psf downward 50 psf upward 'Please refer to the Sun module installation instructions for the details associated with these load cases. ADDITIONAL DATA Power tolerance�1 -OW /+5 Wp J -Box IP65 ConnectorY�— —� —_ ^^ MC4 Module efficiency 14.31% fire rating,(UL 790) Class C 0.6 1 S.3 VERSION 2.0 FRAME Compatible with "Top -Down" mounting methods �iGrounding Locations: 4 corners of the frame 5(12.65 0.6 1S.3 1) Sunmodules dedicated for the United States and Canada are tested to UL 1703 Standard and listed by a third party laboratory. The laboratory may vary by product and region. Check with your SolarWorld representative to confirm which laboratory has a listing for the product. 2) Measuring tolerance traceable to TUV Rheinland: +/- 2% (TUV Power Controlled). , 3) All units provided are imperial. SI units provided in parentheses. SolarWorld AG reserves the right to make specification changes without notice.