The URL can be used to link to this page

Home My WebLink AboutB16-0969 000-000-000ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE 2011 NATIONAL ELECTRIC CODE (NEC), OR LOCAL MUNICIPAL CODE, AND + ! I PROJECT OWNER: ,,•._ PAGE # CONTENT FIRE DISTRICT REGULATIONS. 1. ALL EQUIPMENT SHALL BE LISTED AND LABELED PER RECOGNIZED ELECTRICAL 19 INSTALLATION OF PV PANEL ARRAYS SHOULD RESIST SLIDING AND POP. UP I + e TESTING LABORATORY AN INSTALLED PER THE LISTING REQUIREMENTS AND THE RESULTING FROM SEISMIC EVENTS AND SHOULD COMPLY WITH CBC SECTION I• ` SEVERSON DAVE PV -1.0 SCOPE F MANUFACTURER'S INSTRUCTIONS. 1613A AND ASCE STANDARD 7-05, CHAPTER 13. �I • '' "�' '`0 WILLIAMS RD. _ _ PV -2:0 SITE PLAN 2. ALL INVERTERS SHALL BE IEEE 929 COMPLIANT AND SHALL BE INSPECTED BY LOCAL 20. PV SYSTEM INSTALLER WILL BE RESPONSIBLE FOR FURNISHING AND INSTALLATION I' BUTTE VALLEY, CA `: �- L - PV -3.0 ARRAY LAYOUT UTILITY BEFORE COMMISSIONING, TESTING, AND OPERATION OF THE SYSTEM. OF ALL RELATED EQUIPMENT, CABLES, ADDITIONAL CONDUITS, BOXES WIREWAYS I APN:041-100-071 PH#:530.632.2115 PV -4.0 ELECTRICAL DIAGRAM AND OTHER ACCESSORIES NECESSARY FOR COMPLETE AND OPERATIONAL I - - 3.- • ALL OUTDOOR EQUIPMENT SHALL BE MINIMUM NEMA 3R, INCLUDING OUTDOOR PHOTOVOLTAIC SYSTEMS. I EMAIL:CaIVlking@COf11Cast.het PV -4.1 . LABEL DIAGRAM MOUNTED TRANSITION BOXES, COMBINER BOXES, AND SWITCHES. . • '' I PV-S,O' RACKING DETAILS C 21. PV SYSTEM CONTRACTOR SHALL COORDINATE ALL THE WORK WITH THE ENGINEER, I +�' 00 `-10 4. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED PER THE REQUIREMENTS OF NEC THE CONSTRUCTION MANAGER AND ALL OTHER CONTRACTORS TO ENSURE THAT V + ATTACHMENT MODULE SPECS - t` ART.250,690. - :. PV SYSTEM IS INSTALLED AS SPECIFIED IN THESE DRAWINGS. I - 1NVERTER SPECS, m N u I CONTRACTOR: 5. NEC. ART. 690.9(A). ALL CIRCUITS CONNECTED TO MORE THAN ONE SOURCE SHALL 22. DRAWING IN GENERAL OR DIAGRAMMATIC AND INDICATE GENERAL I WIRE CALCS .ON Ln m io c ' HAVE OVERCURRENT DEVICES LOCATED SO AS TO PROVIDE OVERCURRENT ARRANGEMENT OF THE EQUIPMENT AND WORK INCLUDED. THE INTENTION OF,THE I - } = ALTERNATIVE ENERGY SYSTEMS INC: PROTECTION FROM ALL SOURCES. DRAWING IS TO INDICATE SIZE, CAPACITY, APPROXIMATE LOCATION AND GENERAL i o O Z In o RELATIONSHIP, BUT NOT EXACT DETAIL OR PHYSICAL PLACEMENT. I , O x o 13620 HIGHWAY 99, M = = a 6. NEC ART. 690.18. DUE TO THE FACT THAT PV MODULES ARE ENERGIZED WHENEVER ! - v a LL 's THEY ARE EXPOSED TO LIGHT, PV CONTRACTOR SHALL DISABLE THE ARRAY DURING 23. FIELD VERIFIES EXACT AIC RATING REQUIRED OF THE MAIN SWITCHBOARD FROM I CH ICO, CA 95973 ' INSTALLATION AND SERVICE BY SHORT CIRCUITING, OPEN CIRCUITING, OR LOCAL UTILITY. BUILDING JURISDICTION: COVERING THE ARRAY WITH AN OPAQUE COVERING. •� CSLB: 853351 C-10, C-46 24. A PV SYSTEM WITH MULTIPLE INVERTERS, WHERE INVERTERS ARE REMOTELY I SCOPE: '_ I° E - 7. PHOTOVOLTAIC SYSTEM SHALL BACKFEED THE DISTRIBUTION SYSTEM ON SITE PER LOCATED FROM EACH OTHER, WILL HAVE A DIRECTORY CREATED FOR EACH I r BUTTE COUNTY THE REQUIREMENTS OF NEC ART.690.64(B). ALL BACKFEED BREAKERS SHALL BE LOCATION. AS PER 2011 NEC 690.5(H) AND IN ACCORDANCE WITH 2011 NEC 705.10. c ,n IDENTIFIED AS SUCH AND SHALL BE SECURED IN PLACE BY ADDITIONAL FASTENER I INSTALL GROUND MOUNTED DEPT.OF DEVELOPMENT SERVICES w �� PER THE REQUIREMENTS OF NEC 408.16(F) (408.36 IN 2011 NEC. I PHOTOVOLTAIC SOLAR SYSTEM AND uj 8. FALL ARREST PROTECTION PER OSHA REQUIREMENTS SHALL BE PROVIDED FOR ALL i'.; I " UPDATE ELECTRICAL EQUIPMENT AS 7.000NTYCENTER DRIVE + ; ' ROOF WORK. I NEEDED IN ACCORDANCE WITH ALL OROVILLE, CA 95965 c 9. ALL CONDUCTORS AND TERMINATIONS SHALL BE RATED FOR 75°cMINIMUM. ': APPLICABLE BUILDING CODES ' OFFICE#: (530)538-7601 - j SPECIFICALLY REFERNCING THE 2013 FAx#: (530) 538-2140 X;R MON-FRI 8AM-3PM 10. NEC ART. 690.14. - SEE SHEET RE -4.3 FOR LABEL DIAGRAM ! CALIFORNIA ELECTRICAL CODE/ 2011 11. NEC ART.690.53. SEE SHEET RE -4.3 LABEL DIAGRAM r ! NEC USING THE FOLLOWING SPECIFIC INSPECTION LINE: (530) 538-4365 J �• EQUIPMENT: REQUESTS PHONED IN BY 2PM WILL BE 12. NEC ART. 690.17. EACH AC DISCONNECT SHALL ALSO BE LABELED WITH: "WARNING! I INSPECTED THE NEXT BUSINESS DAY -ELECTRICAL SHOCK HAZARD - DO NOT TOUCH TERMINALS. TERMINALS ON BOTH I MODULES: SUN POWERLn' LINE AND LOAD SIZE MAY BE ENERGIZED IN THE OPEN POSITION". , (16) SPR-327NE-WHT-D N 3. • ',,I 13. DC DISCONNECT AT THE INVERTER WILL BE READILY ACCESSIBLE AFTER THE t I ` 5.23kW SYSTEM r • INSTALLATION IS COMPLETE PER 2011 NEC ART. 690.17 WHERE TERMINALS OF THE i'. ", r + DISCONNECTING MEANS MAY BE ENERGIZED IN THE OPEN POSITION. PROVIDE A t } I , . 292 SQFT COVERED _ Ln o + WARNING SIGN OF THE HAZARDS PER 2011 NEC ART.690.17 y . INVERTER(S): SMA " w = - ': r• (1) SB7000TL-US-22 a 14.• CONTRACTOR TO PROVIDE GROUND FAULT PROTECTION FOR ROOF MOUNTED i I ` - _ PHOTOVOLTAIC ARRAYS LOCATED ON DWELLINGS PER 2011 NEC ART.690.17. >. v .w - • �+ r - 'gym• . I ryr. B• � O_ ''15. WHERE MORE THAN ONE NOMINAL VOLTAGE SYSTEM EXIST, THE DIFFERENT E' r SYSTEMS SHALL BE IDENTIFIED BY PHASE AND SYSTEM PER 2011 NEC ART.210.4D, _ - r 114,6+39 - - - - _ _ _ a r ` _ F� 'r .� _ . la ~COUNTY k o a Wcc v J 16, PROVIDE AN ACCESSIBLE DISCONNECT DEVICE THAT IS LOCKABLE IN OPEN POSITION,. + � � � N - t � f � MAY 0 9 :2016• _ w„ 3 Z) 0- - In I jq' ' c AND IS LOCATED WITHIN 10'-0" OF THE METER PER LOCAL ELECTRICAL UTILITY . y v �" , ` Mil' `^ *, " * y/' y P' cn O m a REGULATIONS.: i 1' ' e 'i:" �d • K�' ^ i DEVELOP ' �4 MENT '- SCALE + - « ` `I �M %�.' • ,` r` • ` Oa. 1"=400, Co.F SERVICES 17. 'PHOTOVOLTAIC SOURCE CURRENTS MUST BE RATED AT BOTH 125% OF THE • M1 • DATE MODIFIED + o4/v/zola PARALLEL MODULE AND AT A CONTINUOUS LOAD OF ANOTHER 125% FOR A TOTAL - Y �l �' + F /�/" I 'l6 i' /� DATE CREATED 5 f • • r • .. • A ,� \' .� •y .\ti 4 -, I Y v / O 10/09/2014 OF 156% OF THE LOAD. r•1Q �. (,hep. ,q )k�L-.�. r �¢ _ `DESIGNER:ti t ' Y i 3 s !,"�� ". �` '' ``. '�` {{ �`'` �A.f L: `. ♦.-� 1. SHANER �i i '�•, •a w!� ••. Y, I - CONSULTANT: 18. PROVIDE PERMANENT PLAQUE OR DIRECTORY PROVIDING THE LOCATION OF THE 411 ','� ; �. • ° !- ` .•. r.. I x B. AGUTAR s , !�t•q # L• SERVICE DISCONNECTING MEANS AND THE PHOTOVOLTAIC SYSTEM DISCONNECT r ; 4� k + . :11 �M y `�Yji .� ;i� �, r�� .,' t. sHE-- MEANS IF THEY ARE NOT IN THE SAME LOCATION PER 2011 NEC ART.690:56.' p r I y r, Z { i n • ;v- I �1, {t t, "•�` NR '�" r-" + 1'146.39"` PV -1.0 GENERAL NOTES: 3 s ;.;," `� k} �. •SITE MAP 1 a SCOPE f ' C - "e _ 4 it 4 a n . s 'r y .� � - -r - �.• . r � �: i••y.- �. s .. ;« - " - , _ + a - .r .. • , - �'° .. - REVISION - .k l •� 7s. E i ox:00 rn wLn 00 c v •"t 10 Ict 114 cm cu, .t.t. }.0) inE!0 .�.-3.Q o.,mrn V o :. Z .@j 0 It tO u x 0 �s . - =mxxQ� "-I U CL LL . +J i 0 L t .. - . IQj ? W ~ uj N C w R T Ln U ^ +; Qr� p r .Z. --j �:•a ,.t. c Q > SCALE DATE MODIFIED 7 . 0 /27/2016 '� •_�. e,DATECREATED . 10/09/2014 ^T�,' .•:,� ,.. DESIGNER: • T'�iS:: 1. SHA ER T B. AGUTAR, , SHEET PV'2.0 �r ;. »"'-r 'r ' �,.,y _ .: µ •:. .� .. . ,, tr .. �,.,i ,.. ' .r. •• - .�, _ r .. { r'" ;nr^- - ,:q . _ ,. r .. _ .. �,. N.�*. 4 � 7t, iL.... ..,n� :.v•. . T •c , i�r . �'� -,+`, _' {,'�. ; , � ;x -_ .,�. r, S't.•+ .a. .. '�C+ y' _ - .t: _ ,. � .. a . _ . , c. 1, ,,. - s. ' T �..,• ri _ i •.rT F.,., a ref._ _ .•� �' � -r":" :�', + � "SITE - , , + , -' � • - , - � �. - .. ' .-. _. 1. .. 41 00 0. LO oO S R1 Ro f LIJ •} E 0.1 / 1 7 z r - rV N 10 n. M N plp 3cn Im o x u Yc0 v1 W 0 Z UD 0 X2 .-I u 0_ Iai F STRINGING LAYOUT ® OtA T Im STRU T AL ONLY t` -41 •1 : . . •,� - .,' _,. , ., ! t . • • . r ...^. Ir V I N C 1 & A S S O C 1 A T .E S �f 3 f ! .. 1 SEE ALT. FOOTING DETAIL 1 r ON PV -5.0 SECTIONS 5 & 6' • t . .. cS/ru r �n9ineers a • c 4 R _ 175 E. WILBUR ROAD, SUITE 103 -`THOUSAND OAKS, CA 91360 P - 805.496.2100 f - 805.496.2442 e - Vinci@V nciSE.com , • o - - Ln n , " ip `G "'•"''"' «• a .. a , . 1 , .- J i , i -k o , .. ol r I LLI ar 7"..' - tl� ! ,.'+ 0 .. r .R.Y- .4r -.�. . ... '. - 4 0 .O «'�• `.i Qp . - r� " t ..'~> . w p r # -• { n 4 , r '� ~2' OFF CENTER, 2 .• a 4 ' a 'OF POST, TYP.. U.N.O.I:. Q 1+ 0 Q mud -..,r, -, y. Y - ` J . •. '. •L �1 _ 'ALTERNATE. FOOTING' LAYOUT DETAIL- - t w•J W S..- - z • .. w.'S• r. .. . ..FOOTING LAYOUT DTAIL. E w . I. N t a ... . _ -• a .. / - _ L• _ - .. SCALE. r .,.:. - - .. • •. 't DAT_ E MODIFIED . > r y ,.. _ r . .-c.. ,.- J !' "1 ,. _ ♦ - - 05/02/2016- _ n _ t L' 4`. - - , - - ,� J [-M,-'�. j, .. a •;� •f j C •DATECREATED a .. 10/09/2014 ' 1. .. • :1 j. N +, •+ +' �. ' DESIGNER:. ,= ., - .. % < - 1.-SHANER. •i • .. r•; " - iE.� Y �. a CONSULTANT:. _. - • P iJ t '.1 . _. ; J - .. a .. a •. - 1' -, B. AGUTAR • 1• - e - - .:. rt ,•.t • - - r SHE ' ,. v i ..r .. .+ _. _e °,?: I _ ,1'., .. -. . .. PV -3.0. Y» ' • ruI - f ,,, .. .- .. .� •. ARRAY LAYOUT DC -1 IN CABLE TRAY w/ (4) X10 PV WIRE CU. & 111 atn RARE rll GRD SERVICE VOLTAGE 120V=N-Ll-L2=240V 120V=N-L2-L3=NAV NA\/-nIJ 1 11-KIA%l ENH202 U - (E) ROUTER E 0 o 00 CU �n in rq I� fY1 Ni 01 Ln Om oo C } Q1 d Q M � 2 U == v O w �n Z r O O X O m 2 Z Q ei U a- u' w .� Ln rH N N M t0 O M to 2 a Lu Q >9- 0 O0 wo N -i O. Z Q � O Q > a w w U, —�: w Z 0- V) in O M Q DATE MODIFIED ' 04/27/2016 DATE CREATED 10/09/2014 DESIGNER: 1. SHANER CONSULTANT: B. AGUTAR SHEET PV -4.0 ELECTRICAL DIAGRAM + f.► ♦ ' - t 7 * t •- AC DISCONNECT i f f MAIN SERVICE e _ ' +. - • r " '• " PV ARRAY " t ' � `_ COMBINER • �. t _ INVERTER .. , .. _ _ • • SUB PANEL + •' . { - + vF r .. r METER. + .+ - + - + + + - �i ♦ .` �,. wan wain J 1 • E.h ? "_' a - _ i - . c.+ _ a: rF, - u.cs - ' ^. _ A 00 w rt t - . wag '4 •' Ol c ., 1, rn Ln oo • c r - - „ • + - - .. ,. .AMPS •_ � v O • . _ V • _ + . '.i'. PHASE _ W a 1 y VOLTS r4 Z 't U f ' _ +. I n Y LD Q 0 • • _ 1 os - LA . s W 1111 A WARNING) �1 UTILITY INTERACTIVE POWER UJ FLOWING THROUGH �HIS PANEL �. CAUTION: SOLAR CIRCUIT KW SOLAR GENEI�ATOR AC OPERATING VOLTAGE: Q Installed on all DC conduit every 10' and VAC/ PHASE WARNING on both sides of any penetration.DC DISCONNECT• • .•SUPPLY LOCATED CAUTION! Per NEC 690.54, Interactive Point of - � Per NEC 705.10, Point of Connection, Located SOLAR Interconnection installed at all Electrical ,R ,, N 'Distribution Panel covers that provide a path r - Service N VOLTAGES UP TO 1000V MAY BE PRESENT �,�� On Main S 'ce Panel Y . AUTHORIZED• • .; from PV to Utility. .. " - t . oM. Installed on all DC Junction boxes. DISCONNECTLn PHOTOVOLTAIC_ OPERATING CURRENT: A DISCONNECT ��• 1. i —... �, ' • '� i - ?' SHORT CIRCUIT CURR:ENT: A •R UTILITY � OPERATING •• VOLTAGE: , OPERATION •••WARNING! ..�- N, LU �4 .f .. . .SYSTEM VOLTAGE: VDC, F f r 0 Q e-1 r i sLn Zi ELECTRIC SHOCK HAZARD WARNING SHOCK FfAZARD! THE DC CONDUCTORS OF THIS PHOTOVOTAIC % DO NOT TOUCH TERIVIINAI_5�. TERMINALS OFPer NEC 690.14, Disconnection means at the f w •; • single AC Disconnect or Main Breaker. UNGROUNDEDSYTEM t ' .,>l• , . • , ~ y ` + • • : • • • ' t wl •-'}ODIFIED • • BREAKER r ,DATE M04/27/ 016 f +♦«+.� - Per NEC 690.14, Solar Disconnect on the ~ f • • • • DATE CREATED n ..i • r , 4: - y .10/09/2014... Pe'r. NEC 690.35(F), Warning shock hazard, at . • '. DESIGNER: ' 'front of,all PV DC Disconnects. Fllled out in el @any breaker passing .J. SHANER x ' each junction box, combiner box or other device "' + * Solar breaker lab i t•` Bim -Directional Power CONSULTANT: EE opened during service. accordance with NEC 690.55 V ,.• . SHEET * . .j - . i• r �-.. •' {•' �. r .. f -+ ,F 1 _ � .Z 3 c ,�. - . ._ ,r .. . ,N - h f. ".3 . r •+. . J ..+ ] .. . . _. - } • �.� i• , •. � 1 • _� • .. - , ., , .. . Y _. t . , - r•yr' .. r f.. LIBEL 01 GPAM .. i � G - OPTIONAL 12"x12"x6" COLUMN PER SECTION COLUMN PER SECTION PEDESTAL AT COLUMN M (2) - #5 CONT. 6 3/8" DIA M.B. THRU POST #3 TIE AT PEDESTAL xTOP & BOT TYp, AT BOTTOM OF FOOTING Q (FOUR TOTAL) a _ a X 3/8 DIA M. B. THRU POST O• •.a - (2) __#5 CONT. AT BOTTOM OF FOOTING- BEDROCK 00 - - TOP &BOT. v a (FOUR TOTAL). Q . E M a . �. PV RACKS & 18" LO REBAR 00 v . MODULES PER PLAN 1 1/2" DIA. SCHED. 40 D 6" INTO ROCK AT 32 O C If m ° TWO # NG „ „ GALV. PIPE TYP. U.O.N. EMBED BED : m N m „ 4x 10 -3 LONG (ASSUMING 6 -3 ,. rrn N m COLUMN SPACING FOOTING EXTENDS 1'-9„ x 10'-3" LONG ASSUMING 6'-3" m°n' ,r c ) ( 1 METALLIC FLEX 24" BEYOND COLUMN AT EACH END COLUMN SPACING) (FOOTING EXTENDS 3 Q `'—' m �`o — 8"x8"x6"NEMA 3 24" BEYOND COLUMN AT EACH END) 7- o z # @� ALTERNATE SEMI -CONTINUOUS FOOTING DETAILS ENCLOSURE �� m = o Q ALTERNATE SEMI -CONTINUOUS FOOTING AT BEDROCK DETAIL G a .__ 3/8 - 16x1 STAINLESS 11/2" DIA. SCHED. 40 HEX WASHER HD TYPE F o f GALV: PIPE, TYP. U.O.N. E SOLAR MODULE SELF TAPPING PRE DRILL 24" MIN. N W/ 5/16 DIA. TYP. m ® � STRUT PER PLAN GEC, PER NOTE ALL WIRES TO BE RUN INSIDE PV -4.0 c RACK AND CABLE TRAY TO AVOID w I EASY ACCESS POST CONSTRUCTION m TYPICAL HORIZONTAL MEMBER 28" 1 E CONCRETE FOOTING a 11/2" HOLLAENDER "T', TYP. (f'c=2000PSI) 16" DIA. PIER 16" DIA. PIER SEE SECTION 3 FOR SOLAR MODULE a CABLE TRAY FOOTINGS FOOTINGS ADDITIONAL INF —,STRUT PER PLAN TYPICAL J -BO AT BACK OF ARRAY 2 TYPICAL POSTS: CABLE TRAY DETAIL 4 1068 N 11/2" DIA SCHED 40 END CAP GALV PIPE, TYP U.N.O: N 0 D P m. cn 1 1/2" H LLAEN ER "T" TY TYP. PIPE _. 1 1/2"DIA. SCHED. 40 GALV. PIPE CABLE TRAY a ' Lu Q: U p cr >- p .. J V1 J p 20° 1�D Jw. STRUT PER PLAN `S Li y 2 0,r 2'-5" TYPICAL POSTS: w 3 r o C, .1 1/2 DIA SCHED. 40 Ln o m Q 1 1/2" DIA. SCHED. 40 w No. 4411 GALV. PIPE, TYP. U.N.O. SCALE GALV. PIPE 0= P. 1 /31 7 30" INBED MIN, TYP. U.N.O: IF DATE MODIFIED 04/27/2016 t1�\P l DATE CREATED .. - 10/09/2014 1 1/2" HOLLAENDER T F 16" DIA 27" DESIGNER: PIER FOOTING t. sHANER "'ALTERNATE: 24" DIA CONSULTANT: TYPICAL U -BOLT ASSEMBLY / PIER FOOTING 20" DEEP 9:aGulAa - - - � SHEET J TYPICAL PROSOLAR GROUND MOUNT RAIL TO PIPE DETAI6S�tUG L ONLY 8' S" PV -5.0 . VINCI & S' OCIATEc SECTION . .. Mc.. MAR 61rudw-af 6nyineers 175 E. WILBUR ROAD, SUITE 103 - THOUSAND OAKS, CA 91360 VINCI A ASSOCIATES 61ruclural (5nyineers May 2, 2016. Alternative Energy Systems stems .. 13620 Hwy 99 Chico, CA 95973 Subject: Review of minimum footing requirements Project; (16) Module Photovoltaic.Groundmo'unt Installation 0 Array) Dave Severson ' 0 Williams Rd, Butte Valley, CA V&A Project No. 12-3457 ' The purpose of this report is to provide a sitespecific analysis of the minimum footing requirements for the photovoltaic array groundtrac installation at O. Williams Rd ' in Butte Valley, CA. Based upon our.review of the 1 Photovoltaic Array, installed 4 modules high and 4 modules wide. The PV Array shall have a transverse spacing of approximately 8.42 feet on.center and a longitudinal spacing of 8.00 feet maximum. Based upon a wind speed of 100 mph, Exposure C, it was determined that the minimum required footing depth is ' 27 inches minimum below grade for a 16 inch diameter pier footing. An alternate footing 16 inches minimum below grade for a V-9" wide continuous footing with a post. spacing of 6.25 ft longitudinally. An .alternate footing 20 inches minimum below grade for a 24 Inch diameter pier footing. Footing sizes are based upon the worst case loading due to horizontal and vertical wind loading. ' Refer to attached calculations and details for additional information. Our professional services have been performed using the degree of care and skill ordinarily ' exercised under similar circumlances by reputable engineers practicing in this locality. No other warranty, expre a or plied, is made as to the professional options included in this report. We hope t s ovi es you with the information you need at this time. Please call us if you have any io regarding this report. SS/4�� Sincerely, S RICFWRO `Y VINCI IATES ?' �Z cn Z No.. S4411 Exp. 12/31/17 CEI V EE .. Jam inci, S.E. c,\* �qT RUCTUR S se No. S-4411 F of CAS-�F� MAY 9 2016 (31CP_ �� BUTTE COUNTY �,., EuILD"q, 175 E. WILBUR ROAD, STE'103 • _THOUSAND OAKS', CA . 91360 p 805.496-2100 1805.496-2442 evinci@irincise.com t DATE:' 5/2/2016 VINCI $ ASSOCIATES PROJECT: Dave Severson c lrucfural CngMeers i' 0 Williams Rd 175 E: WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 Butte Valley, CA p805.496.2100 • 1`805.496.2442 • evinci@VinciSE.com CLIENT: Alternative Energy Systems DESIGN DATA: SHEET: Al JOB NO.: 12-3457 ENGR.: .SRV WIND DESIGN CRITERIA: WIND DESIGN CRITERIA: BASIC WIND SPEED = 100 mph (ASCE 7-10. Risk Category I per Table 1.5-1 & Figure 26.5-1C) WIND EXPOSURE C ' GROUND SNOW LOAD = 0 psf SOLAR MODULE ARRAY DATA Sloped Dimension of Array = 170.68 in ' Angle of Array = 20 degrees Slope of Array: = 4.10 :12 No. of Modules in Transverse Direction = 4 No. of Modules in Longitudinal Direction = 4 Total No. of Modules in Project = 16 Transverse Post Spacing = 8.42 ft ' Longitudinal Post Spacing = 8.00 ft r Number of supports - Transverse Direction = 2 ' Diameter of Pier Footing = 16 in Number of Arrays = 1 , ' Array Uniform Load = 2.8 psf SOIL DESIGN CRITERIA (Based upon Chapter 18 of CBC) Allowable Soil Bearing Pressure = 1500 psf ' Allowable Soil Lateral Bearing = 200 pcf Allowable Shaft Skin Friction / Cohesion = - 130 pcf W PROJECT: DaveSeverson ., .` PAGE : A2 CLIENT: 0 Williams Rd DESIGN BY : JRV AJOB NO.: -3457 , DATE05/02%1fi_ REVIEW BY Wind:Anal 4LO fob Open Structure (_Sol ar.Panels)-Basel do ASCE 7=2010_ _._ ' --I / 2013 CBC INPUT DATA WIND TO BOTTOM, y = 0° Exposure category Is, C or D) CLEAR FLOW. OBSTRUCTED CLEAR FLOW ' OBSTRUCTED _ Importance factor, 1.0 only, (Table 1.5-2) IW = 1.00 Basic wind speed (ASCE 7-10 26.5.1) V = 100 mph Topographic factor (26.8 8 Table 26.8-1) Kn = 1:00 Flat Height of mean roof h = 5 - ft Roof slope -22.88 �� 4.16 : 12 Roof length L = 10 ft Roof horizontal projected width B = 16 ` :. ft Effective area of component / cladding A = 1.0 ft2 DESIGN SUMMARY 1. Main Wind -Force Resisting System Max horizontal force / base shear from roof Max vertical download force Max vertical uplift force Max moment at centroid of base from roof 2. Component and Cladding Elements Max inward pressure Max net outward pressure ANALYSIS Velocitv pressure e. (Prolecleu) 0.86 kips + 0.09 kips (eave & columns increasing) £ 0.95 kips 2.52 kips 2.33 kips 7.51 ft -kips T + 0.75 ft -kips (eave & columns increasing) £ 8.26 ft -kips 63 psf = 67 psf qh = 0.00256 Kh Kn Kd V2 = 18.50 psf - where: qh = velocity pressure at mean roof height, h. (Eq. 28.3-1 page 298 & Eq. 30.3-1 page 316) Kh = velocity pressure exposure coefficient evaluated at height, h, (Tab. 28.3-1, pg 299) = 0.85 Kd = wind directionality factor. (Tab. 26.6-1, for building, page 250) = 0.85 h = height of mean roof = 5.00 ft Main Wind -Force Resisting System (Sec. 27.4.3) p=ghGCN F=pAr where: G = gust effect factor. (Sec. 26.9) = 0.85 0 = roof angle = 18.88 degree < 45 deg. [Satisfactory] Ar = roof actual area. = 52.8 ft2, windward 52.8 ft2, leeward CN = net force coefficients. (Fig. 27.4-4, page 267) Check Fig. 27.4-4 limitation h / B = 0.50 within [0.25 , 1.0]: [Satisfactory] 0 WIND TO BOTTOM, y = 0° WIND TO TOP, 7 = 180° CLEAR FLOW. OBSTRUCTED CLEAR FLOW ' OBSTRUCTED CASE CNW CNL CNW CNL CNW CNL CNW CNL A -1.21 -1.46 -1.31 -1.60 1.51 1.70 0.45 -1.05 p (psf) -19.03 -22.88 -20,55 -25.21 23.69 26.78 7.10 -16.48 18.88 F (kips) -1.01 -1.21 -1.09 -1.33 1.25 1.42 0.38 -0.87 B -2.16 -0.16 -2.20 -0.76 2.01 0.65 1.25 -0.14 p (psf) -33.94 -2.44 -34.64 -11.87 31.55 10.25 19.68 -2.28 F (kips) -1.79 1 -0.13 -1.83 1 -0.63 1.67 1 0.54 1 1.04 1 -0.12 1 1 1, 1 1 1 1 1 1 1 1 1 1 1 1 DATE: 5/2/2016 VINCI & ASSOCIATES SHEET: A3 PROJECT: Dave Severson 61mchiral (iRrq,ineers JOB NO.: 09-3457• 0 Williams Rd 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV Butte Valley, CA p805.496.2100 • f805.496.2442 • evinci@VinciSE.com , CLIENT: Alternative Energy Systems FOOTING, DESIGN - PV Sloped Dimension: 170.68 , in ` TYPICAL ARRAY`; PV Array Angle: 20 degrees Post Spacing: 8.00 ft No. of Supports: 2• Footing Diameter (d): 16 in MAXIMUM VERTICAL FORCE: 2.52 k / (10.0 x 10.0 ) = 25.24 psf x 0.6 = 15.14 psf MAXIMUM UPLIFT FORCE: 2.33 k / (10.0 x 10.0 ) = 23.26 psf x 0.6 = 13.96 psf ASD Factor GROUNDTRAC SYSTEM CAST INTO EARTH Maximum Vertical Load: (Worst Case: DL + Wind) P = ..15.14 , psf + 2.8 psf DL + 0 psf snow = 17.94 psf - P = 17.94 psf x ( 160 " /12"/ft) x ( 96.0 " /12"/ft) = 1918 lbs for 2 Supports P = 959 lbs/footing Try 16" diameter footing Soil Bearing = 959 / (p x 0.67) = 687.4 psf << 1995 psf 1500 psf x 1.33 (CBC Table 1806.2) Maximum Uplift Load: Therefore O.K. P = 13.96 psf - 2.8 psf DL = 11.16 psf P = 11.155 psf x ( 160 " /12"/ft) x( 96.0 " /12"/ft) = 1193 lbs for 2 Supports P = 596 lbs/footing Try 16" diameter x 27 " footing Allowable uplift = Concrete DL + Soil Cohesion ( 130 psf x 1.33 ) per CBC Table 1806.2 [ (n x (d/2)2) x 150 pcf x 2.3 ft ] + [ (71 x d) x 2.28 ft x 172.9 psf] = 2128 lbs Design Ratio = ( 2,128 lbs / 596 lbs) = 3.6 Therefore O.K. DATE: 5/2/2016 PROJECT: Dave Severson 0 Williams Rd Butte Valley, CA CLIENT: Alternative Energy Syste VINCI & ASSOCIATES SHEET: A4 ' 61ruclura/ 6nyineers JOB NO.: 09-3457 175 E. WILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 ENGR.: JRV , p805.496.2100 • 1`805.496.2442 • evinci@VinciSE.com DESIGN OF PIER FOOTING & POST CHECK Post Spacing: 8.00 ft Number of Columns: 2 Horizontal Load: 9.5 psf Exposed wind surface 3 ft -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: (CBC Section 1807.3.2.1) P d = (A/2) (1 + ( 1 + (4.36h/A) )^.5)) P = h = S1 = h b = d GOVERNS >>> DESIGN COLUMN A = (2.34`P)/(S1 *b) 95 lbs = 9.5P sf x 8.0 ft x 3 ft / 2 columns ' 5.5 ft (Average Height) 266 psf/ft x (d/3) (includes 1.33 increase for wind) ' 16 in (diameter or diagonal of square) Try d = S1 @ (1/3)d A Calc d (ft) (PS0 (ft) 1.28 151 1.101 3.18 1.53 181 0.921 2.86 1.78 210 0.792 2.61 2.03 240 0.694 2.42 -2.28 270 ' 0.618: 2.26 2.53 299 0.557 2.13 MCoi = Ph = 522 ft-Ibs Seo, = Mco, / Fb = 0.27 in3 Fb = 0.66 x 35,000 psi ASTM A53, Gr B »»> USE: 1-1/2" Schedule 40 Pipe S = 0.33 in with 16 inch diameter x 27 inch MIN. deep concrete footing. ' DATE: . 5/2/2016 VINCI $ ASSOCIATES SHEET: A5 PROJECT: Dave Severson (51ruclural &Y_ileers JOBNO.: 09-3457 ' - 0 Williams Rd 175 E. WILBUR ROAD, STE 103 - THOUSAND OAKS, CA 91360 ENGR.: JRV Butte Valley, CA p805.496.2100 - f805.496.2442 - evinci@VinciSE.com CLIENT: Alternative Energy Systems DESIGN OF PIER FOOTING & POST CHECK _ ' Post Spacing: 8.00 ft Number of Columns: 2 Horizontal Load: 9.5 psf Exposed wind surface 3 ft -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: (CBC Section_ 1807.3.2.1) 1 , d (A/2) (1 + ( 1 + (4.36h/A) )^.5)) A = (2.34 * P) / (S1 * b) WEND 1 P P 95 lbs = 9.5 psf x 8.0 ft x 3 ft / 2 columns h 5.5 ft (Average Height) ' S1 = 266 psf/ft x (d/3) (includes 1.33 increase for wind) h b = 24 in (diameter or diagonal of square) 1 1 d' GOVERNS >>> 1 Try d = (ft) S1 @ (113)d (psf) A Calc d (ft) 0.69 122 0.908 2.83 0.94 167 0.666 2.36 1.19 211 0.526 2.06 1.44 255 0.435 1.85 1, 69 30.0 0:371 1:69 1.94 1 344 0.323 1.56 ' DESIGN COLUMN MCoi = Ph = 522 ft -lbs 1 Scol = Mcpl / Fb = 0.27 in Fb ='O.66 x 35,000 psi ASTM A53, Gr B ' »»> USE: 1-1/2" Schedule 40 Pipe S = 0.33 in3 with 24 inch diameter x 20 inch MIN. deep concrete footing. DATE: 5/2/2016 PROJECT: Dave Severson 0 Williams Rd Butte Valley, CA CLIENT: Alternative Ener( VINCI & ASSOCIATES 61rucfural 6nyineers 175 E. W ILBUR ROAD, STE 103 • THOUSAND OAKS, CA 91360 p805.496.2100 • f805.496.2442 - evinci@VinciSE.com DESIGN OF PIER FOOTING & POST CHECK Post Spacing: 6.25 ft «c;REDUCED PO.STaSPACING _. Number of Columns: 2 Horizontal Load: 9.5 psf Exposed wind surface 3 ft -DESIGN BASED UPON NON -CONSTRAINED CBC FORMULA: (CBC Section 1807.3.2.1) d = (A/2) (1 + ( 1 + (4.36h/A) )^.5)) h d GOVERNS »> DESIGN COLUMN A = (2.34 * P) / (S1 * b) SHEET: A6 , JOB NO.: 09-3457 ENGR.: SRV P = 74 lbs = ' 9.5 psf x 6.3 ft x 3 ft / 2 columns h = 5.5 ft (Max Height) S1 = 266 psf/ft x (d/3) (includes 1.33 increase for wind) , b = 29 in (diagonal of square) [21" x sgrt(2)] Try d = (ft) S1 @ (113)d (psf) A Calc d (ft) 0.35 75 0.958 2.92 0.6 129 0.559 2.13 0.85 182 0.394 1.75 1.1 236 0.305 1.51 1.35 :289 0.2.48 1.35, 1.6 343 0.209 1.23 MCoI = Ph = 408 ft-Ibs Scol = Mcol / Fb = 0.21 in Fb = 0.66 x 35,000 psi ASTM A53, Gr B »»> USE: 1-1/2" Schedule 40 Pipe S = 0.33 in with 21 inch wide x 16 inch MIN. deep continuous concrete footing. SUNPOWER OFFERS THE BEST COMBINED POWER AND PRODUCT WARRANTY ` POWER WARRANTY % . ' PRODUCT WARRANTY J.- " 100% 1._ S* X95°6 85% Traditional' ti 80- `j. 75% v 0 ' , 5.: 10 IS 20 25 ; 0 S 10 15 20 7 25 • _ �'` - - .Years .. i Years -- • . , More guaranteed power: 95% for first 5years, . Combined Power and Product defect 25 year coverage -0.41/o/yr. to,year 25.a_ �. _ �" ` that includes panel 'replacement costs. 9 ELECTRICAL DATA ' = E20-327 E19-320 Nominal P8wer12 (Pnom) .. 327 W- :. 320 W Power Tolerance , - +5/=0% • - +5/-0% Avg. Panel Efficiency 13 20.4% 19.8% Rated Voltage. (Vmpp) 54.7 V ' 54.7 V Rated Current (Impp) 5.9 8.,A 5.86 A Open -Circuit_ Voltage. (Voc). - 64.9 V } 64.8 V, . 'Short -Circuit Current (Isc).`;' 6.46 A • 6.24 A Max. System :Voltage - '600, V UL & 1000 V IEC Maxiinuin Series Fuse , , , •,., ;; 15 A Power Ternp Coef.. 0.38%-/ °C Voltage Temp Coef. -a: =176.6 mV / °C Current Temp Coef. ' 3.5 mA / °C REFERENCES 1 All comparisons are SPR -E20327 vs. a representative conventional panel: 250W, approx. _1.6 m2, 15.3%efficiency. r 2 PVEvolution Labs "SunPower Shading Study," Feb 2013. 3 Typically 7-9% more energy per watt BEW/DNV Engineering "SunPower Yield Report,"Jan 2013. 3,• ,- ' 4 SunPower 0.25°/a/yr degradation vs. 1.01/o/yr cony. panel. Campeau, Z. et al. OPERATING CONDITION AND MECHANICAL DATA Temperature s- 40°F to +1857 (-`40'C to +85°C). Max load Wind: 50 psf;' 2400 Pa, 245. kg/m2 front. & back Snow: 112 psf, 5400 Pa, 550 kg/m2 front' Impact resistance 1 inch (25mm).aiameter hail at 52 mph -(23 m7s). - Appearance Class A , Solar Cells 96 Monocrystalline Max -eon Gen II' Tempered Glass High transmission tempered Anti -Reflective t • ' Junction Boz IP -65 Rated t Connectors MC4 Compatible Conneciors Frame Class 1 black anodized (highest AAMA rating) Weight 41 lbs'(18.6 kg),' "SunPower Module Degradafion',Rate," SunPower white paper, Feb 2013; Jordan, TESTS AND CERTIFICATIONS Standard tests UL 1703 (Type 2 Fire Rating); IEC 61215, IEC61730 Quality tests ISO 9001:2008, ISO 14001:2004 t EHS Compliance RoHS, OHSAS 18001:2007, lead free Ammonia test IEC 62716 ' Salt. Spray test IEC 61701 (passed maximum severity): " PID test Potential -Induced Degradation free:1000V10 .Available listings "'UL, CEC, CSA, TUV, JET,.KEMCO,'MCS, FSEC "SunPower Module Degradafion',Rate," SunPower white paper, Feb 2013; Jordan, Dirk "SunPower Test Report," NREL' Oct 2012: 5 "SunPower Module 40 -Year, Useful Life" SunPower white paper, Feb 2013. Useful p 4 .` , •, life is 99 out of 100 panels operating at more than 70% of rated power. .6'Second highest, akar SunPower X•Series; of over 3,200 silicon solar panels, ' Photon Module Survey, Feb 2014. 1 1046 mm"._ 7 8% more energy than the avetdge of the top' 10 panel companies tested in 2012 [41.2 In] "• .(151 ponels,•102 companies), Photon International, -Feb 2013. 8' Compared with the top 15 manufacturers. SunPower Warranty Review, Feb 2013. 9 Some exclusions apply. See warranty forcletails. X " ' 10 5 of top,8 panel` manufacturers from 2013. report were tested, 3 additional 46 mm- m al silicon 'solar panels for the 2014.. Ferrara,; C., et al. "Fraunhofer PV Durability [1.8 in] �� . Initiative for Solar Modules: Part 2". Photovoltaics International, 77-85. 2014. .` 11 Compared with the, non- control .panel. Atlas 25+- Durability test ,L '' •- report, Feb 2013.from 2013 report were tested, '3 additional silicon solar panels l for, the 2014. Ferrara, C., et'al. "Fraunhofer PV Initiative for SolarAY a •- 9'.2016 .Durability ' -' Modules: Part 2°. Photovoltaics International, 77=85. • 2014.. 12 Standard Test Conditions (1000 W/mz irradiance AM 1.5, 25° C). 13; Based on average of measured powervalues during production BUTTE COUNTY l3r0S - i y - ;-.,. � See h"p://www.sunpower.aom/facts for more reference information 9fJiLi]I�G'�PLAtdh;irJG. •' For more details, see extended datasheet: www.sunpower.com/datosheets. Read safety and installation instructions before using this product' WWW.sunpower:com • ®December 2014 SunPower Corporation. All rights reserved. SUNPOWER, the SUNPOWER logo, MAXEON, MORE ENERGY. FOR LIFE., and SIGNATURE are trodemarks or registered ' - trademorks of SunPower Corporation. Specifications included in this datasheet are subject to change without notice. { Document # 504860 Re- D ATR.US Sunny Boy 30 Sunny Boy 38 oy 40 Sunny BOTL- US 1 Technical data - 240 208 V AC 240 V AC 208 V AC 240 V AC i 208 V AC V AC Input (DC) Max usable DC power (@ cos (p = 1) 3200 W 4200 W - - -- 4200 W f Max DCyoultage - -- - - - -- 600 V j 600 V f - 600 V Rated MPPT voltage range - 175 - 480 V - 175 - 480 V - 175 - 480 V MPPT operating voltage range - -- - -- _ 125 - 500 V j 125 - 500V 125 - 500 V Min. DC voltage,/ start voltage _ - - - -- 125 V / 150-V 125 V / 150 V - 125 V / 150 V 1 - -- - Max. operafing input current / per MPP tracker 18 A/ 15 A _- 24 A/ 15 A 24 A/ 15 A_ Number of MPP trackers/ stnngs_per MPP tracker - 2 / 2 - --- - -- Output (AC) _ AC nominal power _ -- - - 3000 W -- - 3330 W 3840 W ] '_ 4000 W - Max AC apparent power 3000 VA 3330 VA 3840 VA - -- 40.00_ VA Nominal AC voltage / adtustaWe _ _ _ _ 208 V / • 240 V / • - 208 V / • 240 V / • ) i _ t 206-V/-* 240 V-/ 4_ AC voltage range _ _ _ _ 183 -229 V ; 211 - 264 V ,' 183 - 229 V 1 2J 1 - 264 V - - V 183 - 229 V ! 21 1 - 264 V -'-- AC grid frequency; range - _ _ _ - - ---- - -- - 60 Hz [ 59.3 - 60.5 Hz - - - - 60 Hz/ 59.3 - 60.5 Hz60 - Hz / _59.3 - 60.5 Hz Max output current -_ - _- _ , ] 15 A - _ - - 16 A -- --20 A Power factor (cos (p,)_. Output phases / Ime connections - -- - - 1 /2 -- 1 /_2 I / 2 _ ) ---- _Harmonics <4/ <4% j j <4/ - ; Efficiency - - - --- - - --- - - Max efbciency _-_ - i _97.2% 97.6% 97.2% 975% 972% 97.5% _ CEC efficiency___ - -- _ _ --- 9-6.5* 96.5% 96 5 X 97 0 % - 96 5 / � 97.0 Protection devices DC disconnection device • DCreverse polanty protection • _ Ground fault monitoring-/ Gnd-momtoring 7 0/0 AC short circuit protection _' • - All -pole sensitive residual current monitoring unit • Arc fault circuit interrupter (AFCI) compliant to UL 1699B • T! Protection class / overvoltage categoryI / IV - -� General data _Dimensions_(W /_H / D) m mm (in)_ _ - _ 490 / 519 / 185 (19.3 / 20.5 / 7.3) - -- — - - DC Disconnect dimensions (W/ H / D) in mm (m) 187 / 297 / 190 (7.4 / 1 L7,/ 7.5) Packing_ dimensions (W /F1 / D)_in mm (in) _ _ 617-/ 597/ 266 (24.3 / 23.5 / 10 5) DC Disconnect packing -dimensions (W / H / D) in mm (in)_ _ _ --_- j _ _ 370 / 240 / 280 (14.6 / 9.4 / 11.0) - - -- _ - - - --- Weight / DC Disconnect weight _ - 24 kg_(53 Ibj-/ 3.5 kg (8 Ib)- _ --- _ Packing,weight / DC Disconnect packing weight 27 kg (60 lb) / 3.5 kg (8 Ib) erahn tem erature range OpNoise 40 'C... +60 C 40 *F... +140 F emission (typical) _ - _ _ _ _ 5 25 dB(Aj j < 25 d6(A) < 25 dB(A) - Internal consum hon at night Topology _ Po - --- Transformerless - - Transformerless -- _ _ -h j - -- - - - Cooling - Convection Convection - - - --- Convection ; Electronics protection rating NEMA 3R NEMA 31Z NEMA 3R Features Secure Power Supply - -- - -- - Display: graphic • 1 • • Interfaces. RS485 / Speedwire/Webconnect 0/0 0/0 Warran 10 15 20 ears- - M_ -/ / - Y _/ */0/0 • O 0 O O /_ / Certificates and permits (more available on request) - UL 1741, UL 1998, UL 16998, IEEE1547, FCC Part 15 (Class A 8 B), CAN/CSA C22 2 107.1-1 NOTE US inverters ship with gray lids - _Type designation _ _ _ SB 3000TL-US.0 _ SB 3800T1 -US -22 S8 4000TL US22 --------------------------------------------------------- — --------------- Efficiency curve SUNNY BOY 5000TL-US-22 240Vac i, ---------------- --- - ------- - ----------- ----------------- ----------------------- 98 96 ..... . ................. ........ ................ ...... .......... MV AC 1 240 V AC 208 V AC 240 V AC - 208 V AC — V - AC- _Z4q_ 5300 W 6360 W - - �ko w - - - --fO66W --600V 94 600 V 600 V 600 V 175 - 480 V ------ --21b - 486V - 245_ -480 V _Y76 --460--V---- 125 500V 125 - 500 V J Q5 - 500 V 25 -500 - V <D9 dB(A)- -240V/• 92 MV/ 150V - 125V/ - 150 V ---------30A-/_"5 - ! �O A/ ISA A/ 18 A 30A/18A Transformedess- JMO—K/ j i U - 229 V Convection 264V 90 9 V -63--22- -211 - 264 V - -/ 183 - 229 V NEMA 3-R 211 264 V I ...... Eta IV, 175 V) 8 9 6 _60 Hz,/ 59.3 6CO Hz :6 Eta IV, - 400 V 66.5 Z- _H--- - 60 H-;- 60.5 Hz- it/59.3 -- - 60 Hz 59-.3 --60.-5H.Z----- -1 - - -- Eta IV, - 480 V) L 175 430 v- IV] 0.0 0.2 0.4 0.6 0.8 1.0 Output power / Rated power --- - -- - ----------------- - --- ----------- - ------------------ - - Accessories II "M I Speedwire/Webconnect RS485 interface interface DM -US -10 SWDM-US-10 Fan kit f., SB 3000/3800/ 4000/SOOOTL-U&22 FANKFT02-1 0 0 Standard feature 0 Optional feature - Not available Data at nominal conditions Sunny Boy 5000TL-US-- Sunny Boy 600OTL-US Sunny Boy 7000TL-US Sunny Boy 770OTL-US --20,8,V-AC,-, 240 V MC MV AC 1 240 V AC 208 V AC 240 V AC - 208 V AC — V - AC- _Z4q_ 5300 W 6360 W - - �ko w - - - --fO66W --600V 5000VA-5M6CA-- 600 V 600 V 600 V 175 - 480 V ------ --21b - 486V - 245_ -480 V _Y76 --460--V---- 125 500V 125 - 500 V J Q5 - 500 V 25 -500 - V <D9 dB(A)- -240V/• 150 50 V MV/ 150V - 125V/ - 150 V ---------30A-/_"5 - ! �O A/ ISA A/ 18 A 30A/18A 2/? -imo W- 5000 W W 60 00 W 6606W 1 -7000 W 6650 W 7680 W _j 4550 VA 5000VA-5M6CA-- 24 kg_ (D lb) 3.5 kq� -- (8 lb) 6600 VA - 6600 VA 7600 VA 6650 VA 7680 VA 2-08V/- 0 - <D9 dB(A)- -240V/• __<�!PdB(A < 29 dB(A) < 29 - clB(�A) - -•- _140 V/ 0... - ! 208 V a- - <1W 240 V Transformedess- JMO—K/ j i U - 229 V Convection 264V Fan Fan 9 V -63--22- -211 - 264 V - -/ 183 - 229 V NEMA 3-R 211 264 V -133 229-V 2-64 V _60 Hz,/ 59.3 6CO Hz 60.kz-/ 5-9.3 7 66.5 Z- _H--- - 60 H-;- 60.5 Hz- it/59.3 -- - 60 Hz 59-.3 --60.-5H.Z----- -1 - - -- 22A 25A 29.2 2 1/2 1 /-2 <4% < 47-b 97.4% 96.81*x 96.8% 9��X -- --- 97.0% 06-5%'� 97. 96.5% 06.5% -9&5% A J -A 490/519/ 185_f_193/_M.55/7.3) SB 5000,TL-US--22- j SB-6000TL-US-22 SB 7066TL-US-22 -US-22 -SB 770OTL - - -- 187/297/190 (7,4/11_7[7.51-_ 617 / 597 / 266 (2A.3 / 23.5 1-0.5) _370/240/2.80 (146/9.4/11.01__ . 24 kg_ (D lb) 3.5 kq� -- (8 lb) 27 kg (00 lb) 3.5 kg (8 (b) -40 *C.- +60 *C (:-40 *F - +140 *F) <D9 dB(A)- __<�!PdB(A < 29 dB(A) < 29 - clB(�A) < I W < w -<1W <1W Transformedess- Transformerless Transformerless• Transformerless Convection Fan Fan Fan NEMA R ;W- NEMA 3R - --NEMA-3R NEMA 3-R SB 5000,TL-US--22- j SB-6000TL-US-22 SB 7066TL-US-22 -US-22 -SB 770OTL - - -- System pea ications -- Customer Name: DAVE SEVERSON`---_ —" `- - Panel Specifications •Customer Address: 0 Willliams Road, Butte Valley, CA 95965, -Manufacturer: Sunpower Model: SPR-327NE-WHT-D , Service Panel Bus Bar Rating: 200 A : ` PV Pmax: 327 W , .•f -Length: T61.39 inches " Service Panel AC paramters: "240 V. �' Vmpp: 54.7 V ` Width: 41.18 inches • , Total Solar AC System Size: 7.3 kW Voc: 64.9 V Weight: 41 lbs Min Service Panel CB Size: 200 A f1i, n7 Impp: 5.98 A Voc %Temp: 0.0027 V K Area Lowest Temp: -4 °C Isc: 6.46 A ,� ,Voc Temp: 0.17661V ' In 'Manufacturer SMA, A"_ Inverter Model 567000TL-US-22 s r Inverter Output Power 73001W ' . - inverter Imax 29.2 A Nin CB Size 36.5 A ` } 1 String of 8 Actual CB Size 40 A - String of 8 Voltage 240 VAC • Array String DC Operating Voltage912R.92 ' 4-37.60 VDC DC Max Voltage 56.1.58 VDC DC Operating Current 5.98 A DC Short Circuit Current 6.46 A Notes Formulas n1, NEC, Annex C, Annex C Table C fl, Isc x 1.25 x 1.25 f7,# of series panels in series x Vmpp n2, Conduit fill, NEC Table 310.15(B)(2)(a) • _ f2, Isc x 1.7.5/Conduit fill x (Ambient Temp - Sunlight Exposure Correction F f8,# of series panels x ((26C + Record Low Celcius x panel Voc temp Coef) + iia, Temp correction, NEC Table 310.16 r Factor) , • Voc)) a n4, DC Resistance, NEC Chapter 9 Table 8= f3, Inverter Imax x1.25 r _ f9,# of strings x Impp n5, AC resistance, NEC Chapter 9 Table 9 f4, Inverter Imax x 1.25/Conduit fill x (Ambient Temp - Sunlight Exposure ' `f10,# of strings xlsc' n6, NEC Article 310.15 Correction Factor) r f11,Bus Bar or conductor rating x 1.2 - Sum of all Input Breakers <or=+Bus n7, NEC Article 690.8(B)(1) , f5, Tolerance % x V/D x I x.2 " ` 'bar or conductor rating x 1.2 ' F8, Sunlight Exposure,NEC Table, 310.15(B)(2)(c) %, .2 x D x I x R/V + „ i . '?,' S: . M i ., t _. 7 1r . tr 1 ' r , �' ..• �i a^ , > ^_ " .` , it ; •' '` } r, DC Circuit Ampacity Calculator Meter #: 1009633522 T` Customer Name: SEVERSON, DAVE Location: 0 Willliams Road, Butte Valley, CA 95965 Wire Note: DC -1 Description: MODULES TO INVERTER • _ _ _ _. ._ r. Wire Calculation 10 Minimum Wire and Conduit Size based on Voltage'DropAand Ampacity ' `" '' 10 Minimum Ground Size Based on NEC 6.46 A Isc/A"r ..0 Number of Strings 10 Actual Ground Size Based on NEC 6.46 A' Circuit Amps 13.92 A Ampacity After Derate 10 , Wire Size Based on Ampacity 30 A? r 0.0678 % of Voltage Drop 10 Wire Size.Based on Voltage Drop 30 A o" 13.92 A- Minimum Conductor Ampacity Based on Conditions of Use' - f t 10.09 A Minimum Conductor Ampacity Based on 1.56 Rule r +r = 0.58 Derate Total 70 °C Temp Coef (ambient + Sunlight)I-F °F 0.58 Derate 70 °C Ambient Temp °F _ none Sunlight Exposure 00 °C Temp adder `. 3 or less Number of Current Carrying Conductors - t�i._r.! Derate applied to Temp Coeficient • , Voltage Drop: (Allowable Tole-raeen1%) _ - 543 V Vmp/Volts 8� ~ Panels in Series 5.98 A Imp/Amps 43.7,6 V Circuit Voltage 5.98 A Circuit Amps 20 ft One Way Distance 10 Wire Size 1.24 Resistance 0.0678 % of Loss r Conduit Size (Conduit Fill Can Not be more than 40%) ' EMTConduit Type t '0.16 Wire Size Diameter 9.30% Conduit Fill percentage 1 Conduit Size 0.16 Ground Wire Size Diameter_ 0.864 Conduit Internal Diameter 600 V System Voltage THWN-2 jWireType •, s _,� ` , .•i' .. • t - t - 'a.. It' ♦ .1 w -'•r , r M •. V1 � • - ' r '�+ •. ~ ' . ...i-*'.. ,..-f ` � ,r r , - h .. R , �M.1 . ',ta ,,. • •_. a ..._ • '� t • , + c .., .� rl r �- ,. i . 1 , r. . .y,. Yi.si+' yr + ,l ,...' _ t - . .• ".••.. ` _ ' • ...te.• } J. _ r. 1 . f R AC Circuit Ampacity Calculator Meter #:I100P 9633522 t• _ Customer Name: SEVERSON, DAVE Location: 0 Willliams Road, Butte Valley, CA 95965 +?' Wire Note: AC-1Description: INVERTER TO MAIN SERVICE "7.0 lculation kWatts ." 240 VAC.• 7. Split Voltage Configuration . TRUE TL'Inverter?Minimum Wire and Conduit Size based on Voltage Drop and Ampacity 10 Minimum Ground Size'Based on NEC . A. Minimum Ciruit Breaker/Fuse Size 8 Actual Ground Size Based on NEC r 36.51 A Ampacity After Derate 8 Wire Size Based on Ampacity 55 A _ 0.9468 % of Voltage'Drop Wire Size Based on Voltage Drop ':`` 55 A ' 29.208 A ' Circuit Ampacity Fktor'. 1 Phases 0.82 Conditions of Use Derate Factor _ 35.62 A Minimum Conductor Ampacity Based on Conditions of Use ` 36.511A Minimum Conductor Ampacity Based on 1.25 Rule 0.82 Derate Total ' 50 °C Temp Coef (ambient + Sunlight) 122 7 r 0.82 Derate ' 50 °C Ambient Temp 1.22 °F , none Sunlight Exposure. 32 'F _ 00 °C Temp adder 3 or less Number of Current Carrying Conductors 1J Derate applied to Temp Coeficient Voltage Drop: Allowable Tolerance. (Solar Generation 1%, Distribution 3%) 240 V Circuit Voltage 29.20.8_ A . Circuit Amps 0.778 Resistance 50 ift One Way Distance 8 Wire Size 0.9468 % of Loss " Conduit Size (Conduit Fill Can Not be morethan 40%) PVC Conduit Type 0.2'12 Wire Size Diameter 2�1% Conduit Fill percentage 1 Conduit Size - 0.212 Ground Wire Size Diameter f-0.688-1 Conduit Internal Diameter 600 V System Voltage THWN-2 Wire Type - �� ,., � t ti .�0. ; Lr •,� k � �� - * � :1 rL ter. rh ••� • � .. ... _. . �..t-".�- r+w.> .....w .r :.c-`•�sw*.� �:....• _•.:fir.. ia:..+� _•.r,_s._-tet. ti.. -., �.t:.---�f..• -