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BSOL2015-0066LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: _ License No.: 896912 Dte; 1 Contractor OWNER -BUILDER DEC RATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the -provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Date Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the we for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: _ Policy Number: _ _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Dat : — J ^ Applicane-OWeJAPIk - WARNING: FAILURE TO SECURE WORKERS' CO ENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner,'and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter uponthe,above- mentioned property for inspection purposes. `e Dat�_:,%!> J Signature (Applicant or Agent) - X, 78-495 CALLE TAMPICO D 4P VOICE (760) 777-7125 LA QUINTA, CALIFORNIA 92253 FAX (760) 777-7011COMMUNITY DEVELOPMENT DEPARTMENT INSPECTIONS (760) 777-7153 BUILDING PERMIT Date: 6/15/2015 Application Number: BSOL2015-0066 Owner: Property Address: 52885 AVE NIDA MENDOZA EVANGELINA SALAS APN: 773332021 52885 AVENIDA MENDOZA Application Description: GUTIERREZ / ROOF MOUNTED SOLAR LA QUINTA, CA 92253 Property Zoning: Application Valuation: $13,000.00 z c. n Applicant: Contractor: �� o r..A UNITED FIELD REMODELING INC DB 1 UNITED FIELD REMODELING IN Cal 17855 VANOWEN STREET 17855 VANOWEN STREET Zo r.a r- RESEDA, CA 91335RESEDA, CA 91335 D (818)402-5656 Llc. No.: 896912 - - LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my License is in full force and effect. License Class: _ License No.: 896912 Dte; 1 Contractor OWNER -BUILDER DEC RATION I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the following reason (Sec. 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the -provisions of the Contractor's State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).: (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure Is not intended or offered for sale. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does the work himself or herself through his or her own employees, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). (_) 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). (_) I am exempt under Sec. B.&P.C. for this reason Date Owner: CONSTRUCTION LENDING AGENCY I hereby affirm under penalty of perjury that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address: WORKER'S COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the we for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier: _ Policy Number: _ _ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those provisions. Dat : — J ^ Applicane-OWeJAPIk - WARNING: FAILURE TO SECURE WORKERS' CO ENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. APPLICANT ACKNOWLEDGEMENT IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application. 1. Each person upon whose behalf this application is made, each person at whose request and for whose benefit work is performed under or pursuant to any permit issued as a result of this application , the owner,'and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2. Any permit issued as a result of this application becomes null and void if work is not commenced within 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter uponthe,above- mentioned property for inspection purposes. `e Dat�_:,%!> J Signature (Applicant or Agent) - X, • } 1 FINANCIAL INF06AATICIN ACCOUNT rQTY ; - 'AMOUNT, w' ,PAID'` , ; , PAID'DATE' BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 METHOD 3K;RECEIP.T # .a • n' ti' CHECK # z# d CLTD BY Total Paid forBUILDING STANDARDS ADMINISTRATION BSA $1.00 $0.00 . . DESCRIPTION , _,t ACCOUNT, , CITYPAID AMOUNT_ GATE PV SYSTEM - ARRAY, FIRST 20 101-0000-42403 0 $24.17. $0.00 ,PAID BY _ r:'+ METHOD : ; ` '' RECEIPT:# CHECK.# r , R CLTD BY ; DESCRIPTION ,y ...- ACCOUNT QTY „',AMOUNT^; r ,PAID' PAID DATE: PV SYSTEM - ARRAY, FIRST 20 PC 101-0000-42600 0 $24.17 $0.00 N `PAID BY T "; ;« ;METHOD w RECEIPT '; .: " .' CHECK:# " ` .CLTD 8Y Total Paid for ELECTRICAL: $48.34 $0.00 DESCRIP,TIONACCOUNT..QTY» F AMOUNTS "' a` PAID �` . , 'PAID DATE PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 ,PAID BY METHOD y f -' RECEIP.T # ` 7 `CHECK # . �CLT.D:BYr Total Paid for PERMIT ISSUANCE: $91.85 $0.00 . TOTALS:00 • } 1 Description: GUTIERREZ / ROOF MOUNTED SOLAR ADDITIONAL Type: SOLAR Subtype: Status: APPROVED Applied: 6/1/2015 SKH Approved: 6/8/2015 JFU Parcel No: 773332021 Site Address: 52885 AVENIDA MENDOZA LA QUINTA CA 92253 Subdivision: SANTA CARMELITA VALE LA QUINTA Block: 146 ti Lot: 8 Issued: UNIT 15 C�-m#. -STAFF NAME Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $13,000.00 Occupancy Type: Construction Type.: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 2.0 kW SOLAR ARRAY - (8) 25OW SOLARWORLD SW250 PANELS W/ (1) ABB PVI-3.0-OUTD-US-Z-A INVERTER [144SF] 2013 CALIFORNIA ELECTRICAL CODE. 6/1/2015 - i?pplied to Approved Printed: Monday, June 15, 2015 2:29:05 PM 1 of 3 C SYSTEMS ADDITIONAL CHRONOLOGY ',CHRONOLOGY TYPE C�-m#. -STAFF NAME °' ACTION DATE,. ',� -cam =y -COMPLETION DATE ,NOTES.. ;- PLAN CHECK SUBMITTAL STEPHANIE KHATAMI 6/1/2015 6/1/2015 RECEIVED NOTIFIED ENVER W/ UNITED FIELD REMODELING (562 -396 - TELEPHONE CALL JAKE FUSON 6/8/2015 6/8/2015 1728) THAT PLANS WERE APPROVED AND PERMIT WAS READY TO ISSUE. CONDITIONS CONTACTS >: NAMETY` NAME ., ': ;•- ADDRE551 kw ,, ' CITY :.' ,:STATE : .• ZIPS' Y PHONEw=' , y'EMAILF �. FAX,::,. APEc �, e, r�' �,,.�,m'•-� _ APPLICANT UNITED FIELD REMODELING INC DB 17855 VANOWEN RESEDA CA 91335 (760)835-1026 I STREET CONTRACTOR UNITED FIELD REMODELING INC DB 17855 VANOWEN RESEDA CA 91335 (760)835-1026 ' STREET Printed: Monday, June 15, 2015 2:29:05 PM 1 of 3 C SYSTEMS • NAME TYPE } °"uy NAME: C0 ADDRESSl CITY » _ STATE d -;ZIPS },;' J3„` PHONE:4 FAX xy EMAIL ” *. OWNER EVANGELINA SALAS 52885 AVENIDA LA QUINTA CA 92253 (760)835-1026 MENDOZA PARCPJT Pnnirf T; Printed: Monday, June 15, 2015 2:29:05 PM 2 of 3 Or SYSTEMS FINANCIAL INFORMATION - CLTD' DESCRIPTION t ACCOUNT QTY AMOUNT _ PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY BSAS SB1473 FEE 101-0000-20306 0 $1.00 $0.00 Total Paid for BUILDING STANDARDS ADMINISTRATION $1.00 $0.00 BSA: PV SYSTEM - ARRAY, 101-0000-42403 0 $24.17 $0.00 FIRST 20 PV SYSTEM - ARRAY, 101-0000-42600 0 $24.17 $0.00 FIRST 20 PC . Total Paid for ELECTRICAL: $48.34 $0.00 PERMIT ISSUANCE 101-0000-42404 0 $91.85 $0.00 Total Paid forPERMIT ISSUANCE: $91.85 $0.00 TOTALS:• 00 PARCPJT Pnnirf T; Printed: Monday, June 15, 2015 2:29:05 PM 2 of 3 Or SYSTEMS r. Printed: Monday, June 15, 2015 2:29:05 PM , 3 of 3 J SYSTEMS BOND INFORMATION ATTACHMENTS r. Printed: Monday, June 15, 2015 2:29:05 PM , 3 of 3 J SYSTEMS Bfn.# CJtjv. of La Qli%rata Bufidtrtg a Safety Div 0n P.O. Box 1504,78-495 Calle Tamplw 00La.Qutnta, CA 92253 - (760) 777-7012 Building Permit Application* and Tracking Sheet Permit # �—� LIS Project Address: S2 aS veru %U er's Name:. V)qN d A. P. Number. Address: - S A -e Legal Description: V -S' CiZAfz- fzpo City, ST, Zip: p� /`1 v 1V �� Cad D12S"3 Contractor. V �e� tz&io d aA; Telephone: Address: 12 5 5- P S Project Description: City, ST, Zip: C 335 v S<>.2- POoF t1c>JM , Telephone: / D 30d S � e �1 .. b State Lie. #: 9 t� GYty Lic. #; CC 15-0 SP. Arch, EW,Designer Address. City. ST, Zip. Telephone: State Lic. #: Name of Contact Person: IV v&Z p S C Construction Type: _ Occupancy: Project type (circle one): New Add'n Alter Repair Demo • Sq. Ft.: �� # Stories: # Unitp Telephone # of Contact Person: 6 - - Estimated Value of Project: 3 0.0 Q APPLICANT: DO NOT WRITE BELOW THIS UNE # Submittal Req'd Ree'd TRACMG PERMIT FEES Plan Sets Plan Cheek submitted Item Amount Structural Cates. Reviewed, ready for veweadw tSSVE 6 Plan Cheek Deposit. . Truss rales. Called Contact Person �j Plan heck Balance. Tule 24 Cates. Pians picked up Construction Flood plain plan Plans resubmitted. - Mecharikal Grading plan 2' Review, ready for correctious/issue Electrical Subeoetector List Called Contact Person Plumbing Grant Deed Pians picked up S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:- ' " Review; ready for eorreetions/issae Developer Impact Fee Planning Approval Called Contact Person A.IR.P. Pub. WI®. Appr - Date of permit issue School Fees Total Permit Fees JUN 01 2015 coMM NOF WNW < N 2 0 in m u 2 O i 0 �I Z>.—> z Cn0 o ao WpLnZO C) n < w 0z m °'C�5D—I m c D N oo�m m0 O ,- n D M rn - C m 0 r m z " M xm� D U) < �n0 K D m O x C n � ?co D m x m0 � 0 n n 0 0 -u O .0 m —cnI O z @ U - � D ao,_ 0� 0 z rr Z U. Z>.—> 0 c- m 0 cn m . z Cn0 o ao WpLnZO C) n 0 >cn mN�E. 0z m °'C�5D—I m c D N oo�m m0 O ,- cNnz w0X N'*z - C m 0 D 0 z " M xm� D U) < �n0 K D m O x C z --I ?co D m x m0 0 c- m 0 cn m . ^^r z m Cn0 o ao WpLnZO C) n z D 0 m >cn mN�E. 0 NDZZm- cn Dm00 O-0 °'C�5D—I m c D N oo�m C Too cNnz w0X N'*z zX 0'm N \\\\\ < +nNNNNNN +n -i 0 0 00, C Z N N N� N N 00 ^^r z m NNNNNNN oaaaaaa 1'ID 0r - n n m wwwwwww r r -r m(n Znnnnnn zX \\\\\ Z +nNNNNNN +n -i O m o 0 0 0 0 0 00, Z N N N� N N 00 mm:,cczAW m0 � 0 n n 0 0 -u i —cnI O m - 3'-411 w o c 00 �NIM Dv� 0wZ0 d z m Q0 �0�c < TO� --� M 0�° z Z M� -N w N cnmmcn Z000m m G) ;u m5Dz r- �z< M r cn n iim0z �-- o—� DDz� Dm-� cn 2 m m -i m Z) r S. D = X 8 CZOrCO n U) Z sc z � C-.' M m O D �0 z Z.� 0 s c M cn 0 _ nip ►-•� N 5D IC4r DATE: TITLE: PROJECT SITE: CONTRACTOR: SIGNED: 03MAY15 SITE PLAN EVANGELINA GUTIERREZ UNITED FIELD REMODELING INC NIR HAGA VICINITY MAP 52885 AVENIDA MENDOZA 17855 VANOWEN STREET UNITED FIE L EMODELING INC HOUSE PHOTO REV: 00 LA QUINTA, CA 92253 RESEDA CA 91335 818.748.2300 760.835.1026 CSLB: 896912 (B) CSLB: 896912 (B) bz-Ses AVeWIDA H&V POZA zaa cn 0 D r m n oq i cn O xZ0000 X 0 .y = o'000 o O =mZ. M �-C I oO z o - m ; � z G)m� Z m� =Zm 0 m v mcm z ;vW= o �Cc D m 0 --f --I O Z Tpr -OI 9 DU)m M Z r :E > c/) m O M m _ ;oZ r - X r N > U) c0°i��'oc°°i)ci Z X m nm0, n O.p ` ^ I�0)Z 1 0 Z G) o =- m 0 n OD T N < C a y�y XZZ <0000000 cn rrn- i c - CD 0 X n DC99K9 cn O xZ0000 0 z .y = o'000 o cccc < r-rr-r X0� 0 M �-C m o*KK - m ; � C:> Q (Dj Z m� D 0 m omp 0 z z m o �Cc D m 0 --f --I m -OI 9 90 r c - CD 0 X n DC99K9 9 xZ0000 O .y = o'000 o cccc < r-rr-r c r 55 mmmm m o*KK � ,w�i ---.Z ,��'4� +!..a..i._ . �. �.... � :c— 0> om -n ...:js•M"• �G---:s ^:. .;,,'y:'+.:..--.,�,-.. r 1� � m� � • -n r o XOz m >vcn m 0 z = cn 9 90 m z { Nw�wcncn 'v _ O r - X r N c0°i��'oc°°i)ci n O.p P r- w m N n c - 0>o Tz o .� o O z go c®mom Mac ®�� > @ 0 z 0 Z h0 r m DATE: TITLE: PROJECT SITE: CONTRACTOR: SIGNED: „N 03MAY15 REV: 00 -1 d i � y' !�.- .. � ,w�i ---.Z ,��'4� +!..a..i._ . �. �.... � �r`F' •a+1'^ f--^'-'�'j. M _ 4' .`� .+ .�iRJ�+/.'�..^ r _.- .se. .'w. ': r..., rL+�t_.-�'7 -:- ...:js•M"• �G---:s ^:. .;,,'y:'+.:..--.,�,-.. r 1� � . z �� . 1 A 00000000 T N N <0000000 D N A �-n -p ci) )> -n . p p 00 G)C)ZO p S 00 �� C m' mmm-oc 9m rm p Z tea, � _ m�� o D �y = G O 0 N' X cn m cn Z c X D m D Z _I = Om 0 9 m 0 z N N -G) m D 2-0 o m� p 0 +) (n m r 0 N -4 K) M r%) 0 OCnUtODv-&x OCD 0 0 m o a D -DGS M y -D .D --i-i� NN r -Ico J Z rm- coco cn—I n c - 0>o Tz o .� o O z go c®mom Mac ®�� > @ 0 z 0 Z h0 r m DATE: TITLE: PROJECT SITE: CONTRACTOR: SIGNED: „N 03MAY15 REV: 00 -1 ROOF PLAN ATTACHMENT DETAIL EVANGELINA GUTIERREZ 52885 AVENIDA MENDOZA LA QUINTA, CA 92253 760.835.1026 UNITED FIELD REMODELING INC 17855 VANOWEN STREET RESEDA CA 91335 CSLB: 896912 (B) NIR HAGAG UNITED FIELD REM ELING INC 818.748.2300 CSLB: 896912 (B). GENERAL ELECTRICAL NOTES: 1. EQUIPMENT USED SHALL BE NEW, UNLESS OTHERWISE NOTED. 2. EQUIPMENT SHALL BE INSTALLED PROVIDING ADEQUATE PHYSICAL WORKING SPACE AROUND THE EQUIPMENT AND SHALL COMPLY WITH NEC. 3. COPPER CONDUCTORS SHALL BE USED AND SHALL HAVE INSULATION RATING 600V, 90°C, UNLESS OTHERWISE NOTED. 4. CONDUCTORS SHALL BE SIZED IN ACCORDANCE TO NEC. CONDUCTORS AMPACITY SHALL BE DE -RATED FOR TEMPERATURE INCREASE, CONDUIT FILL AND VOLTAGE DROP. 5. ALL CONDUCTORS, EXCEPT USE -2 OR PV WIRE SHALL BE INSTALLED IN APPROVED CONDUITS OR RACEWAY. CONDUITS SHALL BE ADEQUATELY SUPPORTED AS PER NEC. 6. ALL CONDUIT SHALL BE MOUNTED ON THE EXTERIOR UNLESS OTHERWISE NOTED. 7. RACKING AND MODULES ARE GROUNDED VIA A CONTINUOUS #8 AWG COPPER CONDUCTOR, GROUNDING CLIPS, GROUNDING LUGS AND/OR BONDING JUMPERS. 8. LOAD SIDE INTER -CONNECTION SHALL COMPLY WITH NEC 9. SMOKE ALARM AND CARBON MONOXIDE DETECTORS SHALL BE LOCATED AS REQD PER SEC. R314 & R315 OF THE CALIFORNIA RESIDENTIAL CODE (CRC) 10. ALL EQUIPMENT SHALL BE LISTED FOR THE APPLICATION, UL 1703 FOR MODULES, UL 1741 FOR INVERTERS 11. NOTIFY SERVING UTILITY BEFORE ACTIVATION OF PV SYSTEM 12. WHEN A BACKFED BREAKER IS THE METHOD OF UTILITY INTERCONNECTION, BREAKER SHALL NOT READ LINE AND LOAD 13. ALL EXTERIOR CONDUIT, FITTINGS AND BOXES SHALL BE RAIN -TIGHT AND APPROVED FOR USE IN WET LOCATIONS ACCORDING TO NEC 314.15 14. ALL METALLIC RACEWAYS SHALL BE BONDED AND ELECTRICALLY CONTINUOUS ACCORDING TO NEC 250.90, 250.96 15. GROUNDING BUSHINGS ARE PERMITTED AROUND PRE -PUNCHED CONCENTRIC KNOCKOUTS ON THE DC SIDE OF THE SYSTEM, NEC 250.97 16. THE GROUNDING ELECTRODE CONDUCTOR WILL BE CONTINUOUS EXCEPT FOR SPLICES OR JOINTS AT BUSBARS WITHIN LISTED EQUIPMENT, NEC 250.64(C) 17. ALL EQUIPMENT SHALL BE INSTALLED ONLY BY QUALIFIED PERSONS. 690.4(E) WIRE/CONDUIT SCHEDULE TAG DESCRIPTION CONDUCTOR CONDUIT # CONDUCTORS 1 ARRAY TO jUNCTION BOX #10 AWG PV WIRE NA 2 2 JUNCTION BOX TO INVERTER #10 AWG THWN-2 3/4" EMT 2 3 INVERTER TO PV AC DISCO. #10 AWG THWN-2 3/4" EMT 2 4 AC DISCONNECT TO MAIN PANEL #10 AWG THWN-2 3/4" EMT 2 5 BARE COPPER #6 AWG SOLID NA 1 6 EQUIPMENT GROUND #8 AWG THWN-2 3/4" EMT 1 STRING 1 t 1 (N) J -BOX 2 8 PV PANELS EQUIPMENT GROUND PV CONDUCTORS UNGROUNDED — I NOTES FREE AIR ,I a FREE AIR ti i 41. (N) INVERTER, ABB, PVI -3.0-01 DC INTERFACE 3000W, 96% CE DC DISCONNECT 240VAC, 14.5A DC+ o MPPT1 DC- JJ 41 DC+ p MPPT2 �/ DC - t AC INTERFACE MODULE MAKE: SOLARWORLD MODEL: SW250 POLY MAX POWER: 250W MAX POWER VOLTAGE (VMP): 30.5V MAX POWER CURRENT (IMP): 8.27A OPEN CIRCUIT VOLTAGE (VOC): 37.6V SHORT CIRCUIT CURRENT (ISC): 8.81A MAX SERIES FUSE: 16A INVERTER MAKE: ABB MODEL: PVI-3.0-OUTD-US MAX DC VOLTAGE RATING: 600V MAX AC APPARENT POWER: 3000W NOMINAL AC VOLTAGE: 240V MAX AC CURRENT: 14.5A ARRAY DETAILS NO. OF MODULE/STRING: 8 NO. OF STRING: 1 ARRAY WATTS STC: 2.000 kW MAX SYSTEM VOLTAGE: 334.2V (E) UTILITY BI-DIRECTIONAL ENERGY METER CITY OF LA QUANTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTI N (E) MAIN S@ATP_ PANE BY 100A, 24 a (E) MAIN OCPD 100A 2 POLE (N) AC DISCONNECT 240VAC, 30A, 2 POLE NEMA 3R, UL LISTED KNIFE BLADE TYPE L1 3 II L2 N —G — (N) SOLAR OCPD 20A, 2 POLE J_ (E) LIFER OR GROUNDING ELECTRODE 0 Z �Wv /M\ iY in pv J O � W o o) Q W N rn pOpcooo Q Z 2 H r- m to Z 'o 8 U Z 0 Z_ J F_ W W p W O� 2U) W Z _M m 0 _3 UJ OQ Q; U rn Q 00 F- W Lo W m Z H u) In J OZ00W(n L) iY U N Wjr o p W_ Z Lo I — WN porn LuOQQ Q ~ J W � o WC7QZL6 .)ZLnp� � o co C > N Q co iLWU)Jf- 2 UIt (D �Q W U 0 LLI W Z H W o Q M W p o fY PV -3 REQUIRED SIGNAGE 1. LABEL FOR SOLAR DC DISCONNECT [690.14(C)(2), 690.53]: SOLAR DC DISCONNECT OPERATING CURRENT: 8.3 ADC OPERATING VOLTAGE: 244.0 VDC MAXIMUM SYSTEM CURRENT: 11.0 ADC MAXIMUM SYSTEM VOLTAGE: 334.2 VDC 2. LABEL AND MARKINGS. A WARNING LABEL SHALL APPEAR ON THE UTILITY -INTERACTIVE INVERTER OR BE APPLIED BY THE INSTALLER NEAR THE GROUND FAULT INDICATOR AT A VISIBLE LOCATION, STATING THE FOLLOWING, [690.5(C)]: WARNING! ELECTRIC SHOCK HAZARD IF A GROUND FAULT IS INDICATED, NORMALLY GROUNDED CONDUCTORS MAY BE UNGROUNDED AND ENERGIZED 3. PROVIDE A PLACARD WITH THE FOLLOWING WORDING IN 3/8" HIGH LETTERING LABEL FOR SOLAR AC DISCONNECT, [690.17(4)] WARNING! ELECTRICAL SHOCK HAZARD DO NOT TOUCH TERMINALS. TERMINALS ON BOTH THE LINE AND LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION 4. LABEL FOR SOLAR AC DISCONNECT [690.14(C)(2)]: PHOTOVOLTAIC DISCONNECT FOR UTILITY OPERATIONS OPERATING CURRENT: 14.5 A OPERATING VOLTAGE: 240 VAC 5. LABEL FOR INSIDE MAIN SERVICE PANEL ADJACENT TO SOLAR OCPD, [690.64, 705.12(D)(7)1: PV BACKFEED OCPD TO BE LOCATED AT OPPOSITE END FROM INPUT FEEDER OR MAIN CIRCUIT WARNING: INVERTER OUTPUT CONNECTION DO NOT RELOCATE THIS OVERCURRENT DEVICE { i FIRE DEPARTMENT REQUIRED SIGNAGE �r 7. THE FOLLOWING SIGNAGE MUST HAVE A MINIMUM OF 3/8" HIGH LETTERING, IN ARIAL FONT(NON-BOLD), WITH CAPITAL LETTERS, WHITE ON `RED BACKGROUND AND ON A REFLECTIVE, WEATHER RESISTANT MATERIAL. AT THE MAIN SERVICE DISCONNECT PROVIDE A SIGN WITH THE FOLLOWING WORDING: CAUTION: SOLAR ELECTRIC SYSTEM CONNECTED THE SIGN SHOULD BE PLACED ON THE OUTSIDE COVER IF THE MAIN SERVICE DISCONNECT IS OPERABLE WITH THE SERVICE PANEL CLOSED 1 8. ON ALL INTERIOR AND EXTERIOR DC CONDUIT, RACEWAYS, ENCLOSURES, CABLE ASSEMBLIES, JUNCTION BOXES AND DISCONNECTS WARNING: PHOTOVOLTAIC POWER SOURCE MARKING SHALL BE PLACED EVERY..',10 FEET AT TURNS AND WITHIN 1 FOOT ABOVE AND/ OR BELOW PENETRATIONS AND AT ALL PV COMBINER AND JUNCTION BOXES. ELECTRICAL CALCULATIONS OPERATION VOLTAGE = (8)(30.5) = 244.0 V OPERATING CURRENT = (1)(8.3) = 8.3 A MAX PV VOLTAGE & CURRENT CALC RECORD LOW TEMP.(°C): -5° TEMP.COEFF (%/°C): -0.300 OPEN CIRCUIT VOLTAGE (Voc): 37.6 V MAX PV SYSTEM VOLTAGE (PER NEC 690.7) = [(-0.00300)(37.6)(-(25-(-5))(8)] + [(37.6)(8)] = 334.2 V MAX PV CONTINUOUS CURRENT PER NEC 690.8(A)(1) (1.25)(Isc)(# STRINGS) (1.25)(8.81)(1) = 11.0A DC CONDUCTOR AMPACITY CALC'S ROOF CONDUIT # OF STRINGS PER INVERTER: 1 EXPECTED MAX AMBIENT TEMP. (°C) 61 ° TEMP. CORRECTION NEC, TABLE 310.15(B)(2)(a): 0.65 CIRCUIT CONDUCTOR SIZE/TYPE: 10AWG, THWN-2, 90°C # OF CURRENT CARRYING CONDUCTORS: 2 CONDUIT FILL CORR., NEC TABLE 316.15(13)(3)(a): 1.0 CIRCUIT CONDUCTOR AMPACITY, TABLE 310.15(B)(16): 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY, NEC 690.8(B): (1.25)(1.25)(Isc) (1.25)(1.25)(8.81) = 13.8 A ADJUSTED AMPACITIES FOR CONDUCTORS, NEC 310.15 TEMP. CORRECTION, NEC TABLE 310.15(B)(2)(a) x CONDUIT FILL CORRECTION, NEC 310.15(B)(3)(a) x CONDUCTOR AMPACITY, NEC TABLE 10.15(B)(16) (0.65)(1.0)(40) = 26A > 13.8A OK 10AWG, THWN-2, 90°C WIRE IS OK AC CONDUCTOR AMPACITY CALC'S WALL CONDUIT # OF INVERTER: 1 EXPECTED MAX AMBIENT TEMP. (°C): 44 TEMP. CORRECTION, NEC TABLE 310.15(B)(2)(a):.87 CIRCUIT CONDUCTOR SIZE/TYPE: 10 AWG, THWN-2, 90°C # OF CURRENT CARRYING CONDUCTORS: 2 CONDUIT FILL CORR., NEC TABLE 310.15(B)(3)(a): 1.0 CIRCUIT CONDUCTOR AMPACITY, TABLE 310.15(B)(16): 40A REQUIRED CIRCUIT CONDUCTOR AMPACITY, NEC 690.8(B): (1.25)(# OF INVERTERS)(MAX INVERTER OUTPUT CURRENT) (1.25)(1)(14.5) = 18.2 A ADJUSTED AMPACITIES FOR CONDUCTORS NEC 310.15: TEMP. CORRECTION, NEC TABLE 310.15(B)(2)(a) x CONDUIT FILL CORRECTION, NEC TABLE 310.15(B)(3)(a) x CONDUCTOR AMPACITY, NEC TABLE 10.15(B)(16) (.87)(1.0)(40) = 34.8A > 18.2A OK 10 AWG, THWN-2, 90°C WIRE IS OK 20A PV BREAKER WILL BE PROVIDED POINT OF INTERCONNECTIOIN, NEC 705.12(D)(2): (1.2)(BUS RATING) >_ MAIN BREAKER + PV BREAKER (1.2)(100A) >_ 100A + PV BREAKER PV BREAKER SHALL BE <_ 20A 20A:5 20A OK I CITY OF LA QUIN SITE PLACARD CAUTION POWER TO THIS BUILDING IS ALSO SUPPLIED FROM THE FOLLOWING SOURCES WITH DISCONNECTS LOCATED AS SHOWN: SOLAR DISCONNECT MAIN PANE BUILDING & SAFETY DE APPROVED FOR CONSTRUCTION U z pv J O 0wM0) QNO �Qpa000 Z = 1.- n m OWE U) V3 5 ao U U z z J H ww pw O� 2 Lo Z co m � W O Q rn Q > U rn o � Z H Lp Lo (n m Oz00wcn U p I W 0 N Ap zo T. N Q rn H pU� ~ woo U QZL L p � co O co C14 CL w Lr) J ti 0 gW �< Q J 0 F- U (n wQ o 0o W PV 41 Illustrated above is how the Fast./ackl attachment seamlessly integrates with the Roof Trac' mounting system. r yr � The Fast jack' attachment provides a quick and strong installation solution. Our patented design places the bolt directly under the stanchion post where it '; provides the most support. This fea- y,, tureallows standard roofJlashings to lay flat on the roof deck. The removable post allows flashings to x + be slipped over the base without damaging surrounding composi- tion shingles. All attachment hardware is concealed within the support rail leaving an aesthetically pleasing solar array. Splice Kit ; The splice kit provides a solution to rigidly lock multiple raid ti's TMy A " sets together. The splice kit has a feature that allows for then- " mal expansion/contraction of the rails without damaging �. the roof -top! professional (800) 84 -SOLAR SOLAR(805) 383-0804—fax 4630 Calle Quetzal products.—,A,Camarillo, CA 93012 For more information you can visit us on the web at www.Roo-j'Trac.com F TMIntegrated with Tile Trac® attachments Roof Trac The patented Roof Trac ' Outero installed wah the ?'A, nff eattachment Alke" #4360,491 method provides an ideal solution for mounting on a lite roof. We The; Original "Top-Oo tnl' PV Mounting System. Trac reduces the possibility of broken tiles and leaking roofs, allowing "-`— — the installer to make structural atiachmenfs to The roof rafter, The hoof Tragi'` installed wish the Tile AraO allows solar support rails \ to be adjusted to compensate for uneven roofs r Roof TFwS N Fast Jack- protected under 7 Patent #6,360,491 H Other patent pending. Tile Trac® protected under Patent #6,646,049. r _ F S L jAl, i 1 The Roof Trac` support rail was designed to conceal all attachment hardware. All connections are made inside the support rail hidden from view. Illustrated above is how the Tile Trac' attachment seamlessly integrates with the Roof Trac" mounting system. The Tile Trac@ attachment system is the perfect base for surface mounting on composition roofs! It has over 10 sq. inches of base to prevent damaging delicate composition shingles. Patented Slide -N -Clamp r ......... professional SOLAR products,.,, System All exposed aluminum is fully anodized to module manufacturer specifications. Fully integrated, and patented, clamping system actually changes the structural properties of the aluminum channel making it significantly stronger. This design allows solar modules to be installed at a lower profile to the roof providing a more aesthetically pleasing installation. module clamps are specifically designed, extruded and engineered for each specific module frame. Our innovative clamping system provides inward tension on the module frame securing the laminate in the frame. Washer, Electrical Equipment Bond INSTALLATION INSTRUCTIONS dor Professional Solar only Please read carefully before installing. EWA40Y. -LLd recommends that the sufficient details of the installation be submitted to the AHJ for approval before any work is started. o WEEB-PMC WEEBLug-6.7 assembly WEEB Bonding Jumper -6.7 Products are tested to UL 467, CAN/CSA-C22.2 No. 41 lnWrtek' US/Canadian• standards for safety grounding and bonding equipment 3098:177., Document Number 104-0404-000008414 2012 BURNDY LLC. y HUBBELL Page 1 of 13' FastJacke.2X bracket only to be used between two rows of modules to maintain approx. 48°upper to lower RoofTrac® support rail spacing FastJack® 2X bracket Assembly side view ApproX cu max overhang • fel i 5/16" Stainless Steel Hex i" bolt and slit lock washer r` Aluminum ProSolar, Inter -Module Clamp. Aluminum ProSolar Channel Nut L V�i E_ cj i �CIF�l Aluminum ProSolar Roofrrace Support Rail 3/8" Stainless Steel Hex Bolts and Flat Washers i _ I Aluminum ProSolar FastJack® 2X Bracket I (only used between two -� rows of modules) _ Aluminum ProSolar Patented 2 pc FastJack® Roof Attachment 5/16" Stainless Steel Lag Bolt and Flat Washer f ,, ab tested structural attachments manufactured by Professional Solar Products (including FastJacko . Tile rracO, and FoamJacke) can be interchanged with this system. "Check span suitability with AHJ as necessary Professional Solar Products RoofTrae Patent# 6,360,491 Photovoltaic mounting system I1— 48^ ..01 Module Area 18ft' each Total module (45 Ib/ea:) and rail (10 lb/ea.) weight,: 310 lbs Number of attachments: 9 ea Weight / attachment point: 35 lbs Area: 108 ft2 Distributed. weight:° 2.9 Ib/ fe 'RoofTrac°- Solar Modules Static load test Page 3 of 3 RT -4 Module., Area*-� 18. ft.2; AwdxW m".rmg T'6 f6i II th o d U I e� 4 S- 1 b si'.e a_ Y; and: rail., (10 lbs ea) weight :155 lbs: .N'u-mbert,ofattachments... -6 ea,- Might`attathtent' ih, P-0t 26, lbs Area':;, 54 ft. - htl DittfibbtddW`6�z 2:9:• Ib/ ftz mT=-7 M 5/16"St6ihiess.k. Steel,Hextolt 5/16 .Stainless- Steel; Lock-wjsh&'' 1 1C4R t .4rL 54', ........... . . . ..................... . ....... T60,p Load- Defl dr-tidn: A'.46W.' I E5"'_Oj Aluminum. Pr6Sblait Inter-Moduld'Cl6mp., . ............ ... _ . .................... .... . . .... . ..... Aluminum ProSolar Channel. NU Up: lift. DeflOction 0.31`3" Aluminum ProSolbr 136off-rad&Support Rail: 3/8?i.Stainless,St6el, Hcik. B6ltJh'dfljt,Washer' Aluminum. RoS61at patented, FasUkk@'1366f AttachmiBnV 5/16v Staihhess,;Stiael; Lag: Mt.. and: Flat: -Washer tab tested structural attachments manufactured,by Professional Solar Products' (1, ncl u ding- Fast.JackO . TileTracO, and FoamJackO) can- be interchanged with this.system: Peofe'ssionab,Solar Products Rooffrado Patent# 6.360,491" Photovoltaic mounting syst6m..; Page -2 of 3. RobfTraC®" i SbIar Modules\ Static-: load,: test RT- 4, VI NCI & ASSOCIATES Structural Engineers CU ENT: Professional Solar Products, Inc. 1551 S. Rose Ave., Oxnard, CA 93033 Tel: 805-486-4700 Subject: Static load test results for the following: Mountin S stem g y Maximum Frame Maximum Frame Load Equivalent Wind Speed Length* (in.) Width* (in.) (lbs/ft2) (mph)** RoofTrac 0 , 65 (77**) 40 55 135 (115* *) TEST SETUP (as shown in attached drawing detaft Three modules, as specified above, were bolted to 136"x1.5"x1.5" Professional Solar Products (PSP) patented Roofrrac® support rails using an assembly of 5/16" Stainless Steel (SS) bolts,SS lock washers and proprietary aluminum clamps and inserts. The RoofTrac® support rail was attached to the PSP RoofTrace structural attachment device with a 3/8" SS nut and SS washer at six attachment points. The setup.was attached to 2"x6 wooden rafters using 5/16" x 3-1/2" SS lag. bolts. The attachment spans consisted of 48 front to rear with structural attachments spaced 48" on center. TEST PROCEDURE (as shown in attached drawing detaiD: The test: set up was top loaded to 55 Ib/ft2. The setup remained.. loaded for an approximate period of 30 minutes: The maximum deflection and any signs of permanent deformation were recorded. The test setup was then inverted and loaded to simulate the uplift.condition. The test set up was re -loaded to 55 Ib/ft2. The setup remained loaded for an approximate period of 30 minutes. The maximum deflection and any signs of permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.469 with no permanent deformation. The maximum uplift deflection was recorded at 0.313", with no permanent deformation. This document -certifies the RoofTrac® mounting system used with modules; as specified above, withstand the stated static pressure load, equivalent to the stated wind speeds'*. The mounting system performed as expected. Sincerely, Jarnes. R. Vinci, S.E. This engineering report verifies that Vinci & Associates has provided independent observation for load testing as described in this report. The results of this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vinci & Associates does not field check installations or verify that the mounting system is installed as described in this engineering report. Structural attachment: Lag bolt attachment should be installed using the proper pilot hole for optimum strength. A 5/16" lag bolt requires a 3/16" pilot hole. It is the responsibility of the installer to insure a proper attachment is made to the structural member of the roof. Failure to securely attach to the roof structure in ay result in damage to equipment, personal injury or property damage. The purposed racking system may be installed on any roof up to maximum of 24 foot above grade without further analysis. Racking can be installed at any location on the roof. Racking shall be installed into a r of ber or blocking with a 5/16" diameter screw at each Fast -jack location. Screws shall have minimum of 2 Y2 penetration into framing member forzo nd minimum of 3" penetration into framing member for zone 3. (Zone 3 is defined as the approximately 4'-0" square at each corner of the roof) This office does not express an opinion as to the load. bearing characteristics of the structure them ounting system/modules are being installe o . ICC accredited laboratory tested structural attachments manufactured by Professional Solar Products I+ (including FasdackO , TileTracfl, and FoamJackm) can be interchanged with this system. Check with local building department or AHJ for site specific requirements. C 'Modules measuring within stated specifications and tested to 1.11.1703 -or equivalent, are included in this S engineering. ti� r **Wind loading values relative to defined load values using wind load exposure and gust factor coefficient � Z exposure C" as defined in the 2012(IBC) /2013 (CBC). For 77" x 40" module, equivalentwind speed No 4 1 derated to 115 mph. P. 2/ 1/ 5 *** Module tested: 64.6" x 39.1" x 1.8" (shrp) IP ***Est. snow load rating of 30 Ib/ft2 based on 1.5 safety factor. (20 Ib/ft' for 77" x 40" module) 333.7 E. Thousand Oaks Blvd, Ste 114 . Thousand Oaks, CA 91136 Page 1 of 3 `".1 'AT -4, Classic Composition Mount I QMSC n uo 1- TOWAf 3E 12.00 12.00 ITEM NO. DESCRIPTION QTY. 1 FLASHING 12" X 12" X.059'. 5052 MILL 1 2 QBLOCK, CLASSIC A360.1 CAST AL MILL 1 3 HANGER BOLT 5/16" x 6" 18-8 SS 1 4 WASHER, SEALING, 5/16" ID X 3/4" OD, EPDM 1 BONDED SS .• .p.lumber: I i Lag Bolt Specifications Specific Gravity 5116" shaft per 3" thread depth 5116" shaft per 1" thread depth Douglas Fir, Larch i .50 798 266 Douglas Fir, South 46 705 235 j Engelmann Spruce, Lodgepole Pine (MSR 1650 f & higher) I .46 705 235 I Hem, Fir .43 i 636 212 j Hem, Fir (North) .tis %CS 235 I Southern Pine 55 921 307 Spruce, Pine, Fir i .42 615 205 1 Spruce, Pine, Fir (E of 2 million psi and higher grades of MSR and MEL) 1 50 798 266 Sources: American Wood Council, NDS 2005, Table 11.2 A, 11.3.2 A Notes: 1) Thread must be embedded in a rafter or other structural roof member. 2) See IBC for required edge distances. IMPORTANT: To maintain waterproofing it is important that the aluminum flashing (item 1) is properly placed under one full course above the mounting blockwith at least 1/2" of the flashing extending up under an.additional course above (3rd course). The bottom of the flashing should never overhang the shingle drip edge. See instructions on back. uick Mount P v. 81 7.2.3-7 ' Apr -2013, Rev 4 Additional highlight S:.' - RS-485 communication interface i ('for connection.to-laptop or data logger).�g�y, — Integrated Arc Fault Detection and b K' Interruption (-A Version)..' Technical data and types Type cod® PVI-3.0-OUTD=US i PVI 3.6-OUTD-US PVI-3.8-OUTD-US PVI 4.2-OUTD-lJS -Mechanic'a ly speeificatloo"sus Nominal output power f 3000W - - 3300 360OW - 380OW 4200W Maximum output power wattage jj 3000 ...33001 ,•33001 :..................3600 40001 40001 3 00 42001 42001 4200 46001 4600 .. II W W W W W W W W W W W. W: Rated grid AC voltage ;.. p,a 208V 240V ....... 2 , V 1208V 240V 277V .:208V 240V '. 277V 206V 240V 277V �a................ . � a Xi��a I Number of independent MPPT channels Ii 2 .................................... ) . 2' 2 2-.:........: Maximum usable ower for each charm p el I ( 2000W ......................................................................................... ....... p 3000W 3000W 3000W Absolute maximum voltage.(Vmax) 1•t .......................................................... ... l l 600V Start up volta a(Vstart):.......................................... f i ::.::............:........ -Full ...... .. ...:. ....: ......... .. k_. :200V.(adj.::.120-35OV)...:. power MPPT voltage range I ] 60 530V .... ......... I } 120 530V 140-530V "' 140-530V ' Operating. MPPT voltage range 1 p ( 0 7 x,Vstart 580V (> 90V) ....... liiaximum current (Idcmax) for both MPPT In ...... " parallel 20A I 32A 32A 32A ::.... Maximum usable current per channel ► ( 10A j ( 16A .:...: 16A 16A Mazimurn short circwt current limit per ' ..... '. channel 112.5A ...........................................:...:............................................................................................... },�: 20 OA 20.OA MOA Number of Wire landing terminals per channel l ......... .........:......... { ( 2 pairs Arra wirin termination Y 9 ....................................................... Terminal block, pressure clamp AWG10 AWG4 >`OiJtputisld6 (AC} Grid connection type ' 10 Spit- .10 107—Spm: 1� 10 ,.: Spit 10 10/ Spm-: 10/ ......_ 2W :.. 2W 2W 0/3W ' 2W 2W 0/3W 2W 2W 0/3W,::-2W 2 .......: .,..0/3W Adjustable voltage range (Vmin Vmax) M 183 :211 .. . 244 183 21 i 244 1$3 211 244 .183 211- 244- .................................................. 28V ': 264V - ' ........................................... 2 304V "228V 264V 304V 228V 264V 304V 228V 264V 304V Grid frequency.......:.. oOHi Adjustable grid frequency range .::... ....... ......: ...... . 57'60 5Hz 145`: 1.45: Maximum current (1.,, ) ..... 120 . 172 160 160 .160 160 16.0 '20.0 20.0 20.0 ........ ..., ARMs 4bvs........AaMs ......ApM6 Aaws ...ARMs .._SRNs ARMs ARMs .%aws ..:.ARMs ..:.ARMs..._ Power factor >-0.99 .. Total harmonic distortion at rated ower p...... •9 :..:.. < 2°/a """ .....-. YP ...::. Gnd Winn termination t e Terminal block Pressure clamp AWG10 AWG4 Reverse polarityprotectionYes' ....: Over-voltage protection type .......................... Vanstor, 2 for each channel ' ' PV array ground fault detection ......................................................................................................... Pre start-up Riso and Dynamic GFDI-(requires floating arrays) -Output�protectlon�devlcesi� :: .- •��'� �`��"�`� - =r ;� • Anti islandmgprotection .... ......, ...... Meets UL 1741/IEEE1547•requirements Over voila a rotection t e g.....P........... Y.P... .............................................. .... Varistor, 2 (L, . "" ... ' Maximum AC OCPD Rating 20A,20A .... 15A 25A 20A 20A.20A.20A 20A 25A 25A' ` 25A Efficieney�uP��a Maximum efficiency ; 96.9% ........ :..: 97% 97% 97% CEC efficiency _ 9640... , Ope�atlig perfor`cancel`s��l�.;^�"��i$„>�=`��`a'��a`��•�`,%�'��, ��"��a��.�'�`j Night time consumption < 0.6W 1111 Stand-by consumption < 8W Whdh - User interface ° ... ..... .................................... ....... ....... 16 characters x 2lines LCD display ....... ....................... . ... Remote monitoring (1xRS485 Incl.) .. VSN700 Data Logger (opt.) EnVironmental,.'�s�1` Ambient air operatingtemperature ran a ..............P.......................... ...... 13. F to.+140°F with derating above 122'F (50 C� ..... .......� Ambient air storage temperature range :..:.. ....... ...... ....... 40 F to+176 F ( 40 C to +80°C) .. Relative humidity...:...............................:..............................:i.......: .. '. 0.100..'o RH•condensin .................................... ............................. Acoustic noise emission levet _ .. ......... <50 db (A) @1m Maximum operating'altitutde without derating ..................... ..... ........ . 6560 ft (2000 m) x . " 1. Capability enabled at nominal AC voltage and with sufFlclent DC power available ,.. .. ... ..., ..... 2 'ABB Solar Inverters l Product flyer for PVI-3.0/3 6/3.8/4:2-TL-OUTD " , / v This family of single-phase string The high-speed MPPT offers real- Highlights: inverters complements the typical time power tracking and improved — Single phase and split phase output number of rooftop solar panels energy harvesting. grid connection. . enabling home -owners to get the most The flat efficiency curve ensures high — Wide input range for increased efficient energy harvesting for the size efficiency at all output levels allowing stringing flexibility, of the property. a consistent and stable performance — The high speed and precise MPPT across the entire input voltage and algorithm offers real time power This inverter offers a dual input output power range. tracking and improved energy section that processes two strings The transformerless operation gives the harvesting. with independent Multiple Power Point highest efficiency of up to 97.0%. — Outdoor NEMA 4X rated enclosure Tracking (MPPT). The wide input voltage range makes for unrestricted use under any This is especially useful for rooftop the inverter suitable to low power environmental conditions. installations with two different installations with reduced string size. — Integrated DC disconnect switch orientations from two sub -arrays This rugged outdoor inverter has been in compliance with international oriented in different directions. (For designed to be a completely sealed Standards (-S Version). example: East and West) unit able to withstand the harshest The dual input sections with environmental conditions: independent MPPT enable a more optimal energy harvesting condition. dower and produCfiivity for a better world "' _p lip 1P Sunmodule;--/ sw245 - 255 poly/Pro-Series PERFORMANCE UNDER STANDARD TEST CONDITIONS (STC)' PERFORMANCE AT 800 W/M2, NOCT, AM 1.5 i SW 245 SW 250 SW255 Maximum power P'% 245 Wp 250 Wp 25S Wp Open circuit voltage V 37.3 V 37.6 V + 38.0 V Maximum power point voltage VmPP 30.1 V 30.5 V i 30.9 V Short circuit current 1„ 8.75 A 8.81 A !< 8.88 A Maximum power point current I -PP 8.22 A 8.27 A I 8.32 A Measuring tolerance (P...) traceable to TUV Rheinland: +/-2% (TUV Power controlled) Maximum power point current 1 'STC:1000W/mr,2S'C.AM1.5 PERFORMANCE AT 800 W/M2, NOCT, AM 1.5 i PP Minor reduction inefficiency under partial load conditions at 25' C: at 200 W/m',100%(+/-2%) of the STC efficiency (1000 W/m')isachieved.�� I .x4 I 37.44(9SI) DIMENSIONS COMPONENT MATERIALS 65.94 SW 245 f SW 250 , SW255 Maximum power P 182.3 Wp 185.4 Wp 188.7 Wp Open circuit voltage V 34.0 V { 34.2 V 34.5 V Maximum power point voltage VmPP 27.4 V 27.8 V 28.1 V Short circuit current Ir 7.19 A I 7.24 A 7.30 A Maximum power point current 1 6.64 A 6.68 A 6.72 A PP Minor reduction inefficiency under partial load conditions at 25' C: at 200 W/m',100%(+/-2%) of the STC efficiency (1000 W/m')isachieved.�� I .x4 I 37.44(9SI) DIMENSIONS COMPONENT MATERIALS 65.94 Module votrage (v) V. Operating range -40' C to +85' C SolarWorld USA reserves the right to make specification changes without notice. This data sheet complies with the requirements of EN 50380. 'All units are imperial. SI units provided in parenthesis. SW-01-6050US 01-2014 Length 65.94 in (1675 mm) Cells per module 60 1.33 (288) Width 39.41 in (1001 mm) Cell type Poly crystalline Height 1.22 in (31 mm) Cell dimensions 156 mm x ISIS mm Frame Clear anodized aluminum Front Tempered glass (EN 12150) Weight 46.7 lbs (21.2 kg) Version 2.5 frame bottom mounting THERMAL CHARACTERISTICS ADDITIONAL DATA holes NOCT 46'C Powersorting -0 Wp/+S Wp TCI„ 0.081 %/'C J -Box IP65 TCV , -0.37 %/'C Module leads PV wire per UL4703 with TCPmPP -0.45 %/'C H4 connectors 1x4 4.20 (107)t PARAMETERS FOR OPTIMAL SYSTEM INTEGRATION Maximum system voltage SC 11 1000 V Maximum reverse current 16A Load/dynamic load 5.4/2.4 kN/m' Number of bypass diodes 3 Module votrage (v) V. Operating range -40' C to +85' C SolarWorld USA reserves the right to make specification changes without notice. This data sheet complies with the requirements of EN 50380. 'All units are imperial. SI units provided in parenthesis. SW-01-6050US 01-2014 Sunmodule;-,"'sw245 - 255 poly/ Pro -Series 44 ITO 01. TUV Power controlled: TOVRhainland ` Lowest measuring tolerance in industry i ,O 000002p�'�1 I' Every component is tested to meet 3 times IEC requirements J Designed to withstand heavy accumulations of snow and ice J Q5unmodule Plus: Positive performance tolerance a ZS 25 -year linear performance warranty and 10 -year product warranty J Glass with anti -reflective coating J 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 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 • QUWR•4.1 61115 =i!^. 3 • �mn,.na n.aanv s.aya.aa.IECGIM DyE • P. ratlk ln.we0an • Riovrir�{i •aatl n.kant s.r .;:,• S( P.r 1. W—fl n ii SSS Pewvr C-1kd — PESIOR4.1 11CSRU « x v C us Jr UL 1703 A I •• .�� SOLARWORLD solarworld.com We turn sunlight into power.