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Home My WebLink About155 LEFOLL BLVD 1600068 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 03/01/2016 GIS ID: 53100155 FEE: 360.00 MUNIS APPLICATION# 201600154 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: VIVINT SOLAR INC, ADDRESS: 155 LEFOLL BLVD ADDRESS: 35 INTERNATIONAL DRIVE OWNER: EATON PATRICK S&LARA K WINDSOR,CT 06095 ` 155 LEFOLL BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 9.62 KW DC PV ROOFTOP SOLAR. 37 PANELS. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS'APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/1/2016 4:09 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600068 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 03/01/2016 GIS ID: 53100155 FEE: 240.00 MUNIS APPLICATION# 201600154 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: VIVINT SOLAR INC. w ADDRESS: 155 LEFOLL BLVD ADDRESS: 35 INTERNATIONAL DRIVE OWNER: EATON PATRICK S&LARA K WINDSOR,CT 06095_, 155 LEFOLL BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 9.62 KW DC PV ROOFTOP SOLAR. 37 PANELS. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/1/2016 4:10 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600220 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 05/13/2016 GIS ID:53100155 FEE: 45.00 MUNIS APPLICATION# 201600590 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: P&M ELECTRIC ADDRESS: 155 LEFOLL BLVD ADDRESS: P.O.BOX 337 OWNER: EATON PATRICK S&LARA K MARLBOROUGH,CT 06447 155 LEFOLL BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: UPGRADE SERVICE TO 200 AMP. NEW PANEL AND CIRCUIT BREAKERS, AND INTERLOCK SWITCH WITH GENERATOR PLUG. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 5/13/2016 3:15 PM THE FEE ABOVE INCLUDES A$0.26 PER TI IOUSAND CT STATE EDUCATION SURCHARGE 1300298 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 07/26/2013 GIS ID: 53100155 FEE: 15.00 MUNIS APPLICATION# 201301012 BUILDING DESCRIPTION: APPLICANT '" r. . LOCATION NAME: ALL PLUMBING REPAIR,INC. ADDRESS: 155 LEFOLL BLVD Y i yi i ADDRESS: PO BOX 853 � �.:,� �� ,. '- OWNER: -EATON PATRICK S&LARA K TOLLAND,CT 06084-0853, 155: LEFOLL BLVD ''SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTAL-NEW,GAS SUPPLY LINE FROM MECHANICAL ROOM IN BASEMENT TO NEW FIRE PIT IN BACKYARD.`;, SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE•WITH THE APPLICATION AND PLANS APPROVEDBY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: - OCCUPANCY GROUP: BUILDING OFFICIAL 7/26/2013 2:41 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE Electric # I�&\o 6 U2 APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# 55 I—e Date: Z /1 01 6 Sprinkler# _ FINAL APPROVALS Estimated Cost $ Z?; Permit Fee $ Building COMPLETE RED BOXED AREAS '3 y,r. Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE t Appr.forCO. � t Total Fee $ � TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant +Z = —V'Jx\A e,✓ Location of Work i to fo)It p(A Lot No. Applicant's Address 'pry j4'+e 4 Tel # `177-z70- 77L`{ Town L,i i J S O� t�-- Zip (.)6 nSI Lic.# tJ RL Gc 3 q 38 L Owner_ Ltrc, 0k'wn Architect Owner's Address _I e- r d 11 mar Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit 9 6 Z `✓ bC Pv 94X fi100 7 e1S City Water ] Well J Septic System J Sewer J b� p i S Ins: HO-SPU J. Area Basement Garage Approved by ate mod. Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed/ _- I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS S4 M , T � d ° 4 3301 N Thanksgiving Way,Suite 500 �; Q a ; �• ►_, Lehi, UT 84043 Sofarlicensing@Vivintsolar.com www.vivintsolar.com Phone:885.877.2974 Fax:801.765.5748 October 26, 2015 To whom it may concern: I hereby give consent to Aaron Fliss and Jessica Morales to sign as an agent to pull permits on behalf of Vivint Solar Developer's Home Improvement Contractor's License No. HIV.0634382. Enclosed is a copy of our Home Improvement Contractor License as well as a Workers Compensation Certificate. Job site Address: l e- V d /!na S+✓ Should you have any questions, please do not hesitate to contact me. Best Regards, Dan Rock, Vice President, Installations Vivint Solar Developer, LLC INSPECTION FIELD SHEET 06/30/16 Printed by Peart, Dayshell 08:24:05 INSPECTION: 83299 PERMIT: STATUS: APPLICATION: 201600154 LOC: 155 LEFOLL BLVD SOUTH WINDSOR PROPERTY ID: 53100155 OWNER: EATON PATRICK S & LARA K CONTRACTOR: REQUEST BY: PROJ DESC: 9.62 KW DC PV ROOFTOP SOLAR. 37 PANELS. WORK ORDER: INSPECTOR: ■� REQUESTED: 6 07/16 SCHEDULED: 06/15/16 PM COMPLETED:�� UNPAID FEES: .00 Date Time MILEAGE: .00 TIME: TRAVEL ONSITE COMMENTS: ZACH @ 1-203-293-2502 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 06/15/16 ROSE PENDING E010 ELECTRIC FINAL ONTR OK TO RELEASE TO EVERSOURCE RECEIVED UPDATED INFO 6/30/16. APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERNM# Application is hereby: BUILDING DEPARTMENT O d U APP O 1540 SULLIVANAVENUE.(� �. 644-2511.ext.'230 Bldg:Permit# Date Building Insp ctor o Application'must be printed or typed FEE SCHEDULE � Location of Job: $0-$1,000=$15.00 Over$1,000= Street No. Street Lot No, $15.00,per$1,000 or any fraction thereof Tenant Designation Apt:No. APPLICANT APPLICANT ADDRE S d. fYC?Y 3 APPLICANT'S P NEw — SOW N Sl�,q OWNER /l7��^/ fop �,-✓ OWNER ADDRESS OWNER PHONE ESTIMATED COST$ a ►"� IS THIS A CONTRACT COST? X Yes No FEE ENCLOSED-$. bko p 1� ° TYPE OF JOB: Ob dSOR•COS New Installation x Alteration I Addition/Repair L6o,, o Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF B rrr DIN IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑. ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL O INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑- STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE Cry STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERYICE SIZE OF MAIN CONDUCTORS. NUMBERS OF METERS NUMBERS.OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS.OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF:LIGHT FIXTURES NUMBER OF-HEAT CIRCUITS NUMBEWOF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK IZ THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK.DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT DATE -* W' Halra►w�n — As P �P i; c C, , 01 Zjl�l�� Electric # APPLICATION FOR BUILDING PERMIT Plumbing# ` HVAC# Date: Sprinkler# Estimated Cost $ FINAL APPROVALS Building COMPLETE RED BOXED AREAS Permit Fee $ Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. SIGN ON REVERSE SIDE t Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 1�°'`�.9 The undersigned hereby applies to do work according to the following. Cn Q Applicant _ Location of Work Lot No. r Applicant's Address Y _ ____ _ Tel # - A Town _Zip Lic.# — — Owner Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of thi permit City Water Well J Septic System J Sewer J le OUi Ins: HO S �—Date Area Basement Garage Approved by I fv Use Group Construction Type Revised 1108 • I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of , South Windsor and to notify the Building Inspector of any alteration in t e plans or specifications of the Building for which this permit is asked,and agree that this building is to be locthdcsr',', nce from all street lines,side yard lines,and required distances from all other zones and is located in which thse is allowed. Signed I hereby apply for a Certificate of Occupancybed in this application for the permit. Signed DO NOT WRINE INSPECTION COMMENTS r �tlji ..ii"SOlarClty. Date:(9/5/1(n Dear Sir or Madam: This letter is to verify that 0anoOis an authorized representative and employee of SolarCity Corporation hArl is authorized to pull any and all permits and any other project-related documents as needed for the following project: Address: �� 1 )) �U e4 Description: Solar panel roof mount installation System size: ( y Q IC� Start Date: nit I Ell G n Sincerely, Mike Brignano Regional Operations Manager, Hartford, CT CT Contractor's License #HIC.0632778 r -i� olarCit . Fta 1 8 2016 South '': ..�_or Bui!aina Department February 18,2016 Building Department Town of South Windsor This letter is to inform you that the project at 155 Lefoll Blvd has been cancelled with SolarCity. If possible,we are requesting a full/partial refund for permits fees that were paid with check#765822 in the amount of$630.00 Please remit check to: SolarCity Corperation 714 Brook St Suite 150 Rocky Hill Ct 06067 Thank you, Genesis Cornejo Permit Coordinator gcornejo@solarcity.com 860.899.4625 As pt'r a Ppli� + APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APP O 1540 SULLIVAN AVENUE i..t�• tfo 644-2511.ext. 230 Bldg.Permit# Date Building Ins for Application must be printed or typed FEE SCHEDULE Jac#tion of Job: $041,000=$15.00 Over$1,000= Street NO. Street Lot No. $15.00,per$1,000 or any fraction thereof Tenant Designation Apt:No. APPLICANT Cryrvio' I �f�q Y j APPLICANT ADDRESS APPLICA ONE# — OWNER 'to N S OWNER ADDRESS ( OWNER PHONE - — C � ESTIMATED COST$ IS THIS A CONTRACT COST? Yes No (� FEE ENCLOSED,$. = (7 ` TYPE OF JOB: �SOR•Cps New Installation Alteration/Addition/Repair A -�(( 6 w �°' Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUrL DING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑. ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY 0 STORAGE ADDRESS ❑ GARAGE . ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS.OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES. NUMBER OF OUTLETS NUMBED OF LIGHT FIXTURES NUMBER OF_HEAT CIRCUITS NUMBER`OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK Prp.(N q i M THE UNDERSIGNED NEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OFAPPLICANT DATE %IarCity Date: n) Dear Sir or Madam: I, the dersigned Darr R. Michalek, CT Electrical License Number El 125305, hereby give ' authorization to apply for electrical permits under my license. Please call me with a questions or concerns. Address: ,�) I ( I�(-4 (jCCT:1(4 Description: Solar panel roof mount installation ELECTRICAL UNLIMITED CONTRACTOR DARRELL R MICHALEK System size: � k V�' PLYMOUTTH,CT 067W7022 LIB-AE�Fib - --E1FEL°f1VE-- �XMfiE9 ELC.012S305-El 10/01/2015 09/30/2016 Start Date: c�(( SIGNEp-�)"A4k Sincerely, Darrell Michalek 860-670-3542 CT Electrical License ELC. 0125305-E1 APPLICATION FOR.:ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT AP P D 1540 SULLIVAN AVENUE. `1�• 644-2511.ext. 230 Bldg:Permit# Date Building Insp r , Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 Lem Over$1,000= Street No. Stroet Lot No. $15A0.per$1,000 or any fraction thereof Tenant Designation Apt:No. APPLICANT i'3 ln`IJ�AtSa) APPLICANT ADDRESS ,r ,1�C�n c�f-��ra�a I ��: L"i q S y K-C `T APPLICANT'S PHONE:# 7 - Z 7 C ] 2-`f OWNER L g LU G OW N S OWNER ADDRESS I S S J L f o f I VA Gq OWNER PHONE F` ESTIMATED COST$ C ;7.) U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$. 2-1 C_) ° TYPF OF JOB: OR*COS New Installation Alteration/Addition/Repair, �o14600J s y Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY 0 BUSINESS Q. ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY O STORAGE ADDRESS ❑ GARAGE O MIXED USE CTTy STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD, q G KLi f ran SIZE OF SERVICE Q Q :: SIZE OF MAIN CONDUCTORS. ., Q NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? O YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS . NUMBER OF SWITCHES, NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER`OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK f V pie K THE UNDERSIGNED NEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL-LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MOCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OFAPPLICAN � `� DATE -7- 6 I L +', 3301 N Thanksgiving Way,Suite 500 Lehi, UT84043 Solarlicensing@Vivintsolar.com www.vivintsolar.com Phone:885.877.2974 Fax:801.765.5748 October 26,2015 To whom it may concern: I hereby give consent to Aaron Hiss and Jessica Morales to sign as an agent to pull permits on behalf of License No. 0188472-E1. Enclosed is a copy of my Electrical Unlimited Contractor's License. Job site Address: Description of Work: 6 Z JcL,, QC—pU LC N C� Should you have any questions, please do not hesitate to contact me. Best Regards, John F Neuman, Electrical Contractor License No. ELC.0188472-E1 Vivint Solar Developer, LLC DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT a 2q�6 APPROHt:�j V41) 1540 SULLIVAN AVENUE Bldg.Permit# h=-,, 644-2511 ext.230 Datd Building Ins for Application must be printed or typed FEE SCHEDULE Location of Job: FTenant Lefoll Blvd $0-$1,000 a$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof nation Apt.No. APPLICANT All Plumbing Repair, Inc./Mike Marandino APPLICANT ADDRESS P.O. Box 853 Tolland, CT 06084 APPLICANT PHONE# (860)870-5325 SOW N SFq OWNER Patrick Eaton < OWNER ADDRESS 155 Lefoll Blvd South Windsor, CT 06074 OWNER PHONE (860)436-2178 C ESTIMATED COST$ 1000. .��► �` IS THIS A CONTRACT COST? X Yes —No FEE ENCLOSED$ OR CO TYPE OF JOB: New Installation _Alteration/Addition/Repair �r3� i�iz Revised 4101 inoo2 APPLICATION FOR PLUMBING PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑YES O NO ®RESIDENTIAL O BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY O EDUCATIONAL O INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE O GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION install gas line SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK Install a new gas supply line from mechanical room in basement to new fire pit in back yard THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 204858 P-1 CT CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT /,` `/L/, DATE 7/15/13 Mike Marandino Facetwin Screen Print for mann, from "UNIX" 6/19/2008 2 45 50 PM Query Next Previous Add update Remove Table Screen Current 2.02 81.34 PERMIT MAINTENANCE 2s, Classification d, Inspections Permit 120061-1132191-IPI PLUMBING PERMIT Serial No 1 879221 Status 10 1 OPEN Record Type JAI Permit Date 106/26/20061 C 0 Date I I History # 10 1 Street Code 120061 153101 10155 1 Site AddressJ0155 LEFOLL BLVD I Parcel No I I update by Ihol I Owner IPATRIC ENLAN I update/Time 106/26/2006I/115521 Contractor I7291 ALL PLUMBING REPAIR INC Master Permit 1 01-1 01-1 1 Applicant JALL PLUMBING REPAIR INC I Struc Type 151 1 PLMB PERMIT Address IP. 0. BOX 853 1 construction I I I I use Group I I Cty,St zip ITOLLAND J , J RI 106084-08531 Est value 1 6501 Phone 1 (860)870-53251 Permit Fee 1 15.001 work Description C/O Fee 1 0.001 I REPLACE EXHISTING 40 GALLON J Final Date I I INATURAL GAS WATER HEATER. I Aff Cost 1 01 I I Aff Fee 1 0.001 Eng Fee 1 0.001 &)a9)S7 rn.. # 7 qv?- ?30& INSPECTION REPORT Permit # Job Pdo _ „r LX Ad i3-W-- S�Q$Rl WA 1 Footing Wek - r , 2 Foundation 3 Framing 4 Wiring 77,'5'- Z 1 CjQ TO 4 QbIV - 5 Plumbing 6 Heating 7 Lathing a C-0. 'Y po + TO BUILDING INSPECTOR of am APPLICATION FOR .� OF SWIM WVMDSW..COWL PLAN EXAMINATION AND BUILDING PERMIT IIdPORTAHT— Applicant w eotnplet*all stows in ssctionss 1. 11, 111, IV, and IX. j j�,,, ZONING I. AT(LOCATION) I h - 4o ' ' ++'�'u�eyat OISTRICT..,�^. LOCATION twe.t ISTOI99TO OF KTW[W PL t_AS 4 N T UA1 Ley t'E4..#I*c BUILDING ACROSS STW`94T► ACROSS SrRscr► fWO1Ylf)iON LOT SI.00K LOT [ U. TYPE AND COST OF BUILDING — All applicants comp/ato Parts A — D A. TYPE OF IMPROVEMENT 0. PROPOSED USE - Few"Wroeklew"moot recant use ' 1 ❑ H w b-AWIRI Reeidentiel Nente{)jewtiel 2❑ Allftf n(Ij residential. enter number 12❑One(•wily 1!!Q Awreawlent.reeroetl "I o/new , 13) ❑bossing antes eIIe1. tj any.0 Pan D, I)) 13 Twa or were family •. ente► 19[� C!►w ttoweb,• hlivi usEA 7❑ Alfetetl n (See 2 above) umber of Oates-----it 20 IM440strief 14(M Transient hotel,metal, 21 reeking aerefe a Repair,a elee•m•nt or irwttery - Enter number S❑ Mreebiny(t/rwa/ti/oRd1Y residential. a/"slits --------`!" �❑ �'is•st•1i•n. repair ferq• enter member of swits to building to 15❑ ow". 23❑Heswilei,inatft0fanel Pat D. 13) 16 i-1 cw wT 24 p ONIq.bank.pr•108si•nel 6 M vial (r•i cation) 17 Other -SCeh/y WI W1VAIYN 25 t"t P"Ise voilty i 7 CIF wmfeti•r► nil L.J 26❑ ;e1%691,library,ether•tweatf•n•I B. OWNERSHIP C� Z7 Q Stores.•rerc•ntlle I ti r—i T.�l. •��.�.. IV. IDENTIFICATION — To be compi t d by all applicants Nee+ Melling address —Number. strret. arty. sled State ZIP cod T 1. No. �. VJTLL 1AjA-r l SHE'f iSS I- l;b LL 60u Evt4 0 CD6074 28 9-208 owner e► Less a - W 1 Nj b50 R.. c i o-7 1. 5AMAIA JSOLSU 17 4q 7YL"7399 cafwaver (ov f)TP, ob 2 3 8 a. Akin pact er Engineer Th owner of this building and the undersigned agree to conform to all applicable laws of this jurisdiction. Signatw of applicant Address Applicati n date NWT z 1 14 YfF C0�NTI� d zS/197 00 NOT WRITE BELOW THIS LINE V. PLAN REVIEW RECORD — For office use Ian Fe: Oat* Pions ore Plans Plans R ai yr Required Check Fee Started By Ao owd sit Notes BUILDING S PLUMBING S MECHANICAL S ELECTRICAL S A TOWN CW SCWM WINDSM Date lime 29 r 1981 Fee P&W i 34.W 6e V"$9,000.00 Pewit N° 16022 on so"e Scmt N& IS% To r612 Rf"ylevarA ()Wna UJIMM Twhah-Y AppL.M Sabrtam goals.- T. CERMCA'M OF OOCMANCY ISSLMD. Dens No Fos Am$ CfASMCAMCK sviMlna Pall — Inground Remo E,. H)ryppa &- Associates C-.:: Encinee.-j Glastonbury, Connec:cicw" -,tea 1 �, LI FO — � -UL �vA�D qi ` Hs109.y1" W Rsa7 C ,7 � I r V Qf•.Q,,� 0. a .o � ti ' � \ 1 0 'q9• - 8. M � UJ trr• � � ` �tOV 36� Co' 0 o rt too i pp= rr"ovN��TtGtl 02Ad1.1 tF �EQ`11�E7 � ` i to QPL OTE: Loi i.-ii-s from ,nap on file in Tow.- Cle-415 Offi-a "Plot Plan 5:otior P;.easant Valley Homes Ser_tn ,ii-noso":., ';onn_" Scale 1"- hOl Date map ;o o 220-78-is Rev.z-Z-az by R e i n o E. i yyynpa & Associates Glastonbury, CT. PqFPARED F02 I htceby c:e-tify th?t,this mao and survey were prepared 41 PLE lLS,/,\N7 v p'-'\%LLEY iO'1v1 arcordance with the standards of a Class A-2 survey as defined In the existing Code of Pranti:e for Standards of Accuracy of �OUTI4 WINDSOR, �O►� v• Surveys and Maps, adopted try the Connecticut Association of C;Al.i= 1,=GO' DAT= LwW Surveyors, lnc. , i ., - Remo E,. ri.yyppa & Associates Ca•:: Engineers GlasLonnury, Connccctcw °LEFOLL ggUL�vA ` Z-%C oo. fit •i �� — tom i/ K —iota :0 9 C two o M N N -ter goo � � o m tr /� ` V) 121n OQ4 Fo= rrovhroCTtot. occA%" Vg eEQr�E9 �' i Fri. 1.QC4TS.f� :WOTE: Lol iJi±s from ;nap on file in Tow,- Cle•-Ic's ')f fj..a en-K tiled, ttPlot Plan ?P S:ctior, to , i';easant Valley homes S+ratn Nitwso:, ,onn." Scale 1"- !101 Data rgap 'Noo 220-78-1s ReV.2-Z-a2 by Reitio E. I N.yynpa & Associates Glastonbury, CT. PQEPAR E O FOR ht-_+cbv certify thit this mao and survey were prepared in PLE a S A Nr V,'!�L L F_ i WOV E-5. accordance with the standards of a Class A-2 survey as defined In the existing Code of Pra-.tire for Standards of Accuracy of '56 UTIN W I NDSOQ' ow tQ. Surveys and Maps, adopted by the Connecticut Association of Land Surveyors, tnc. =Gp tE i =ao' DATE Reino E,, Iiyyppa & Associates C_'v:: Engineers Glastonbury, Connec:cicu tOUL- -1 r Op' � IC7 ..�� I 0 tit «erg q� FO gF: loZ ro 14 N WL (17-) 9 LP G124 Fa= � P NOTE: Col tints from ;nap on File in ToWr_ Cle.-k l s `?f ji a .t?ed, "Plot Plan 5-ctiorl G , P,.easant Valley ' fines Saith kix+so:, .onn.^ Scale 1"- :got Date (.-z-a, 1? ice}) No. 220-Vi-1s Rev.z-Z-IYz by Reino E. I 1.,yyn pa & Associates Glastonbury, CT. FOR htrcbu cr-tify th't this ma[) and survey were prepared iii PF") PARErJ arcordanee with the starcards of a Class A-2 survey as defined PLE SQ NT v'a L L CY -- fVi �-•, In the existing Code of Prz-trzze for Standards of Accuracy of C U7►4 rveys and Maps, adopted W 1 NDSU Q� p by the Connecticut Association of and Surveyors, Irte. SCALE i"=GO' r �Ieh'L A P P R p V E D TOWN OF SOUTH WAN SOR ENGINEERING DEPARTMENT DATE: 6 -oZi Reino E, fiYS rppa & Associates Clv'11 Engineer.;Glasionbur'l, Connec:cicu- �_�'°LEFOLL g�U�EVA - RD i 2. �81 LiNE M � Z q.' 0 9 O 0 o rn si- N d (17- � i FD= F'OL1h1�Ls,[ION pc2At1�! tF QEQJIG.ED /� i �g �r'...� .C�..�-rCf� �.,:. �.�F+OW•J -1-!4-�� c'r` spa :.,•� `�' v i 0 fit. `TE: iol Ull3s from ,nap on file in LO QPv erf-.:•tied, "Plot Plan 5 ctior, G , P�.easant- Valley Fcores Scale 1"- !401 DatE �.-z-%, 1 01? !Iaj) NO,, 220-78-1s Rev. 2-z-a7- by Reinio E. I ry-y.npa & Associates Glastonbury, CT. PQEPARED =02 hacb;r re-tify that this mao and survey were prepared in i• accordance with the standards of a Class surveyPL.E0 SAN-1— vaL L; A 2 as defined Y "'�V FE S in the existing Code of Pra-tine for Standards of Accuracy of jO U7I4 W I NDSOR, O►J tJ. surveys and Maps, adopted by t4 a Connecticut Association of LwW Surveyors, Inc. �LAtE 1"=ao' aT� (o-7-g-z r 43--19-�2S /x-.7 A P P R O V E D TOWN Or SOUTH WINDSOR ENGIN27'rZING D'PAZT?Y1'NT DATE• r SIG.: Remo E, Hnppa & Associates C:v:: Engineers A. GlasionnurY, Connecticu- FO L bOULEVA ' vy•tZ• 116 IoAr 3 d� � C T ` 9 O O ril t'/�511 N L9 4�-goo � rJ m rn 0 FD= Z=oJt�v�tG�.t U�thf 1F �F_Q•..)1ti.E•D � :g o, .WOTE: Coy iili?s from -,nap on File in cc°n 1>1?1`' T3 Cle.-k r s Of fi-3 ert.?.tied, "Plot Plan `> 5rr;tiocr Kuasant Valley Homes South +L-w--so., t:onn." Scale 111- •rt0# Date M,-'p NO, 2�0-78-1s by Reino E. 1 r,;,y,npa & Ptssociates Glastonbury, CT. PQEPARE O FOR h•.aeby cr�t,fy th?t this mac) and survey were prepared in arcordance with the standards of a Class A-2 survey as defined ( .L cY :--i01�1 S in the existing Code of Pra-.tr a fnr Standards of Accuracy of U71-4 W I NDSO GZt `3N N funeys and Maps, adopted by the Connecticut Association of Land Surveyors, Irm. SCALE 1"=40' V 43-1�1-125 DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT App"at, is hereb TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT ao _ 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Bm ing Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ® APPLICANT ADDRESS �/ .��16,t,,v /20 �t9it7�r1� etA C r APPLICANT PHO # 0 N S F,q OWNER OWNER ADDRESS -�S� 40-IS1e J, OWNER PHONE C ESTIMATED COST$ x IS THIS A CONTRACT COST? _Yes _No FEE ENCLOSED$ TYPE OF R C _New Installation _Alteration/Addition/Repair 3 O G� Revised 4/01//2002 • APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE O UILDING: 0 EATING ESIDENTIAL C ❑COMMERCIAL VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC ❑ WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑OIL-GPM OIL TANK LOCATION :❑ INSIDE❑ OUTSIDE CAPACITY ❑GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE` OF INSIDE ;-_�°F DIFFERENCE � OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE AL CQOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT DATE Elite Software Development,Inc.Rhvac-Residential&Light Commercial HVAC Loads A&I, "') Hipoir-A Heating&Cooling Pagb 2 z South Windsor,CT.06074 Project Report -n [ 6R Information:on Project Title: Project Date; Company Name: Company Representative: Company City: Company Phone: a 771 -37�77-t-77 Reference City: Hartford,Connecticut Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 19 ft. Altitude Factor: 0.999 Elevation Sensible Adj.Factor: 1.000 Elevation Total Adj.Factor: 1.000 Elevation Heating Adj.Factor: 1.000 Elevation Heating Adj.Factor: 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hurn Dry Bulb Difference Winter: 7 0 30 72 29 Summer: 88 73 50 75 33 [ 7 777- Check ft ure Total Building Supply, " CFM: 1,599 CFM Per Square ft.. 1.095 Square ft.of Room Area: 1,458 Square ft.Per Ton: 373 Volume(ft')of Cond.Space: 11,664 Air Turnover Rate(per hour): 8.2 136ildifid Loa Total Heating Required With Outside Air:'- 51,375 Btuh 51.375 MBN""*' Total Sensible Gain: 35,145 Btuh 91 % Total Latent Gain: 3,670 Btuh 9 % Total Cooling Required VVfth Outside Air: 38,815 Btuh 3.23 Tons(Based On Sensible+ Latent) 3.91 Tons(Based On 75%Sensible Capacity) 7 ENot 1 1�117 Calculations are based on Elth edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Applica ' is TOWN OF SOUTH WINDSOR PERMIT#q BUILDING DEPARTMENT �'Z��! 1540 SULLIVAN AVENUE Bldg. Permit# 644-2511 ext. 230 Date BuiI ng nspector Application must be printed or typed FEE SCHEDULE Location of Job: ! o LL L W. $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT I�'I I1� M,4kA.v J t w m All Plumbing Repair, Inc.P.O. Box 853 APPLICANT ADDRESS All Plumbing Repair, Inc. P.O. Box 803 Tolland, CT 06084-0853 Tolland, CT 06084-0853 APPLICANT PHONE# 9?d - `->3 a 5 0 W N S F OWNER f A t k t&A E A 1'z IJ q� OWNER ADDRESS J'S !=' L._ ,I Jr.L,L SaU=f Ln bVi"i)Sot CO) OWNER PHONE `1 ur `- '7 7 C ESTIMATED COST$ •b x, IS THIS A CONTRACT COST? -:?r Yes _No FEE ENCLOSED$ /"f-• W��Q�� 401, TYPE OF JOB: New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A )WRESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ❑ FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑ GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION (M'4 tc-OZ r-AIr cA SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE N^ L GO� MANUFACTURER G %"M DESCRIPTION OF WORK Leo"I,�;,C —7( is UAL Ly�+ t c,4, r1 r"i r- THE UNDERSIGNED HEIMBY APPLIES FOR Q A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. ,�—) oytSy P _ 1 CI CONTRACTORS LICENSE NO. TYPE STATE --3 - 00 SIGNATURE OF APPLICANT � `-�� DATE 1 0 3301 North Thanksgiving Way, Suite 500 Structural Group Lehi, UT 84043 P: (801) 234-7050 Scott E. Wyssling, PE Senior Manager of Engineering scott.wyssling@vivintsolar.com February 08,2016 Mr. Dan Rock, Project Manager Vivint Solar 3301 North Thanksgiving Way,Suite 500 Lehi, UT 84043 Re: Structural Engineering Services Eaton Residence 155 Lefoll Blvd, South Windsor CT S-4799933 9.62 kW Dear Mr. Rock: Pursuant to your request,we have reviewed the following information regarding solar panel installation on the roof of the above referenced home: 1. Site Visit/Verification Form prepared by a Vivint Solar representative identifying specific site information including size and spacing of members for the existing roof structure. 2. Design drawings of the proposed system including a site plan, roof plan and connection details for the solar panels. This information was prepared by the Design Group and will be utilized for approval and construction of the proposed system. 3. Photovoltaic Rooftop Solar System Permit Submittal identifying design parameters for the solar system. 4. Photographs of the interior and exterior of the roof system identifying existing structural members and their conditions. Based on the above information we have evaluated the structural capacity of the existing roof system to support the additional loads imposed by the solar panels and have the following comments related to our review and evaluation: Description of Residence: The existing residence is typical wood framing construction with the roof system consisting of the following: • Roof Sections (1 and 2): Roof section is composed of 2x6 dimensional lumber at 16"on center and a single layer of roofing. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. • Roof Section 3: Roof section is composed of 2x8 dimensional lumber at 16" on center and a single layer of roofing. The attic space is unfinished and photos indicate that there was free access to visually inspect the size and condition of the roof members. All wood material utilized for the roof system is assumed to be Hem-Fir #2 or better with standard construction components. The existing roofing material consists of composite shingle. Our review of the photos of the exterior roof does not indicate any signs of settlement or misalignment caused by overstressed underlying members. Stability Evaluation: A. Wind Uplift Loading 1. Refer to attached MSI calculations sheet for ASCE/SEI 7-10 Minimum Design Loads for Buildings and other Structures, wind speed of 100 mph based on Exposure Category B and 25 and 15 degree roof slopes on the dwelling areas. Snow load is 30 PSF for Exposure B, Zone 1 per (ASCE/SEI 7-10). 2. Total area subject to wind uplift is calculated for the Interior, Edge and Comer Zones of the dwelling. vivant. :s o I a i Page 2of2 B. Loading Criteria 10 PSF=Dead Load(roofing/framing) 30 PSF=Live Load (non reducable) 3 PSF=Dead Load(solar panels/mounting hardware) Total Dead Load= 13 PSF The above values are within acceptable limits of recognized industry standards for similar structures. Analysis performed on the existing roof structure utilizing the above loading criteria indicates that the existing members will support the additional panel loading without damage, if installed correctly. C. Roof Structure Capacity 1. The photographs provided of the attic space and roof rafters show that the framing is in good condition with no visible signs of damage caused by prior overstressing. D. Solar Panel Anchorage 1. The solar panels shall be mounted in accordance with the most recent "Mounting System Inc. Installation Manual, which can be found on the Mounting System Inc. website (usa.mounting- systems.info/en/solar-mounting-systems-company). If during solar panel installation, the roof framing members appear unstable or deflect non-uniformly, our office should be notified before proceeding with the installation. 2. The solar panels are 1 Yz"thick and mounted 4 '/2'off the roof for a total height off the existing roof of 6" At no time will the panels be mounted higher than 6"above the existing plane of the roof. 3. Maximum allowable pullout per lag screw is 235 lbs/inch of penetration as identified in the Nation Design Standards (NDS) of timber construction specifications for Hem-Fir (North Lumber) assumed. Based on our evaluation, the pullout value, utilizing a penetration depth of 2 '/2", is less than the maximum allowable per connection and therefore is adequate. 4. Roof Sections (1, 2, and 3): Considering the roof slopes, the size, spacing, condition of the roof, the panel supports shall be placed at and attached no greater than every fourth roof member as panels are installed perpendicular across members and no greater than the panel length when installed parallel to the members (portrait). No panel supports spacing shall be greater than four(4) spaces or 64"o/c,whichever is less. 5. Panel support connections shall be staggered to distribute load to adjacent members. Based on the above evaluation, with appropriate panel anchors being utilized the roof system will adequately support the additional loading imposed by the solar panels. This evaluation is in conformance with current industry standards and practices and the information supplied to us at the time of this report. Should you have any questions regarding the above or if you require further information do not hesitate to contact me. F�O NNE V truly yours, y 9••. 3p023 • $ O .<<CEN •�0�c Scott E.W sslin CT License No. 393 VIVInt. RESIDENTIAL SOLAR POWER PURCHASE AGREEMENT Customer Name and Contact Information: Transaction Date 2016-02-03 Name(s) Lara EATON Sevice No. 4799933 Installation Location Address 155 LEFOLL BLVD Approximate Start and Completion Date 155 LEFOLL BLVD SOUTH DR CT 06074 2016-08-01 SOUTH CT 06074 WINDSOR Home Phon,. t3MY99870 Cell Phone E-Mail leaton3@cox.net so s .135 20yrs Up-Front Cost Energy Price($/kWh) Initial Term Our Promises + . + , r,enc .-Went ct install ,rion�.vcr-. .rt cur + v11e way-,arty all of _),;r vv.;rw fir the ®rI + + Your l , (-:rc i'r,c:e will not iocreasp by ,ua f o+ p�iy,ny ov autb,natir uNh t f >,n more than 2 er yr.ar. i'u�,r bank acc Dora - + We"'Al fiv c,r pay fr r ony ciam3g2 "Ne + Y,:,_; ,t,t b�_ fnt tiny ct peg mz=v 01r herUngi,1�)=; .-,,e,,i on the r stem. Your Commitment - Pay for the Energy produced by the System. - Maintain a broadband internet connection. - Keep Your roof in good condition throughout - Continue service with Your Utility for any the Term, energy used above and beyond the System's production. - Respond to Our sales and support teams when scheduling and completing paperwork. At the End of Your Initial Term - You can renew the Agreement for a - You can request that We remove the subsequent term; System at no additional cost. - You can purchase the System;or If You Move - We guarantee You can transfer the Agreement - You can relocate the System to Your to the new owner,regardless of credit rating; new home;or . You can prepay the Agreement; - After the sixth anniversary,You can purchase the System. WE MAY HAVE PRESCREENED YOUR CREDIT. PRESCREENING OF CREDIT DOES NOT IMPACTYOUR CREDIT SCORE. YOU CAN CHOOSE TO STOP RECEIVING"PRESCREENED"OFFERS OF CREDIT FROM US AND OTHER COMPANIES BY CALLING TOLL-FREE 888.567.8688. SEE PRESCREEN &OPT-OUT NOTICE BELOW FOR MORE INFORMATION ABOUT PRESCREENED OFFERS. The Notice of Cancellation may be sent to this address support@vivintsolar.com I vivintsolar.com 3301 Thanksgiving Way, Suite 500 Lehi, UT 84043 877.404.4129 1 Fax 801.765.5758 NOTICE TO CUSTOMERS A. LIST OF DOCUMENTS TO BE INCORPORATED INTO Agreement, signed by both You and Us, before any THE CONTRACT: work may be started. a. Residential Solar Power Purchase Agreement, G. CUSTOMER'S RIGHTTO CANCEL YOU MAYCANCEL b. Exhibit A—Notice of Cancellation, THIS CONTRACT AT ANY TIME BEFORE THE LATER OF: c. Exhibit B—State Notices and Disclosures, (1) MIDNIGHT OF THE THIRD (3RD) BUSINESS DAY d. Exhibit C—Certificates of Insurance, and AFTER THE TRANSACTION DATE, OR (II)THE START OF e. Customer Packet. INSTALLATION OF THE SYSTEM OR ANY OTHER These documents are expressly incorporated into this INSTALLATION WORK WE PERFORM ON YOUR Agreement and apply to the relationship between You PROPERTY. IF YOU WISH TO CANCEL THIS CONTRACT, and Us. YOU MUST EITHER: (1) SEND A SIGNED AND DATED B. WE HAVE NOT GUARANTEED, PROMISED OR WRITTEN NOTICE OF CANCELLATION BY REGISTERED OTHERWISE REPRESENTED ANY REDUCTION IN OR CERTIFIED MAIL, RETURN RECEIPT REQUESTED; OR ELECTRICITY COSTS IN RELATION TO THE SYSTEM THAT (2) PERSONALLY DELIVER A SIGNED AND DATED WILL BE INSTALLED ON YOUR PROPERTY. WRITTEN NOTICE OF CANCELLATION TO: VIVINT C. IT IS NOT LEGAL FOR US TO ENTER YOUR PREMISES SOLAR DEVELOPER, LLC, 3301 N THANKSGIVING WAY, UNLAWFULLY OR COMMIT ANY BREACH OF THE SUITE S00, LEHI, UT 84043, ATTN: PROCESSING PEACE TO REMOVE GOODS INSTALLED UNDER THIS DEPARTMENT. IF YOU CANCEL THIS CONTRACT AGREEMENT. WITHIN SUCH PERIOD, YOU ARE ENTITLED TO A FULL D. DO NOT SIGN THIS AGREEMENT BEFORE YOU REFUND OF YOUR MONEY. REFUNDS MUST BE MADE HAVE READ ALL OF ITS PAGES. You acknowledge that WITHIN 30 DAYS OF OUR RECEIPT OF THE You have read and received a legible copy of this CANCELLATION NOTICE. SEE THE ATTACHED NOTICE Agreement,that We have signed the Agreement, and OF CANCELLATION FOR AN EXPLANATION OF THIS that You have read and received a legible copy of every RIGHT. DO NOT SIGN BELOW UNLESS WE HAVE GIVEN document that We have signed during the YOU THE "NOTICE OF CANCELLATION." WE ARE negotiation. PROHIBITED FROM HAVING AN INDEPENDENT E. YOU RISK THE LOSS OF ANY PAYMENTS MADE TO COURIER SERVICE OR OTHER THIRD PARTY PICK UP A SALES REPRESENTATIVE. YOUR PAYMENTATYOUR RESIDENCE BEFORE THE END F. DO NOT SIGN THIS AGREEMENT IF THIS OF THE CANCELLATION PERIOD. AGREEMENT CONTAINS ANY BLANK SPACES. You are H. You have the right to require Us to have a entitled to a completely filled in copy of this performance and payment bond. BY CHECKING THIS BOX, YOU AGREE TO RECEIVE ELECTRONIC RECORDS AS FURTHER DESCRIBED IN SECTION 7(m),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. ✓ BY CHECKING THIS BOX,YOU AGREE AND OPT-IN TO RECEIVING TEXT MESSAGES AS FURTHER DESCRIBED IN SECTION 7(n),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. BY CHECKING THIS BOX,YOU AGREE TO ARBITRATION AND WAIVE THE RIGHTTO AJURY TRIAL AS DESCRIBED IN SECTION 6(e),AND AGREE THIS CHECKBOX CONSTITUTES YOUR ELECTRONIC SIGNATURE. VIVINT SOLAR DEVELOPER, LLC CUSTOMER(S): Signature: Signature: CA- Printed Name: Timothy Doyle Printed Name: Lara EATON Salesperson No.: 0557585 Signature: Printed Name: Copyright© 2011-2015 Vivint Solar Developer,LLC. All Rights Reserved. PPA(1112015, v3.2) I Page 17 155 Lefoll Blvd, South Windsor CT 06074 U C " 85'OF 1'PVC CONDUIT FROM JUNCTION BOX TO ELEC PANEL PV SYSTEM SIZE: _ _ _ _ _ _ _ _ �-j �NmU0 9.62 kW DC sz J o I I O Q c I I W IJUNCTION BOX ATTACHED TO 1 ARRAY USING ECO TO _ 1 KEEP JUNCTION BOX OFF ROOF PV INTERCONNECTION POINT, i I LOCKABLE DISCONNECT SWITCH, SOLAREDGE INVERTER LOCATION, S UTILITY METER LOCATION I Y I 1 � 1 1 �> $ I I J D) I I e I I 01 M (7 W 01 K 5a � w o I I U > =z w B ww `) m z I I w U J I I ? ? U O SHEET NAME: I I � g U � SHEET NUMBER: (37)Canadian Solar CS613-26013 MODULE 2 PV SYSTEM SITE PLAN o SCALE: 1/8"= V-0" > N O U C �s Roof Section 3 N m in f D01RadTi 25 137 CHIMNEY la) gZ LL Z .0 TIE INTO METER# Q 883476092 COMP.SHINGLE C W tiY ii f`f I O VNIO �r a i OF 00, J N O M Roof Section 1 w Roof Azimuth:137 PV STRING#2. g M v Roof Tilt:25 18 MODULES p � m f w o Ca J = W Z W W N 2 m U H F J PV STRING#1. 2 Z U o 19 MODULES SHEET NAME: Roof Section 2 LL Z RoclArimft 137 Q Roof Tt 15 a SHEET NUMBER: - PV SYSTEM ROOF PLAN V N SCALE: 3/16"= V-0" CL J MOUNTING o PV3.0 DETAIL CLAMP () C � PV MODULES,TYP. MOUNT OF SEALING WA HE COMP SHINGLE ROOF, Nm co PARALLEL TO ROOF PLANE WE PP RT NZ J g F v§Z IN ti .• ro O�f300 >Q> c t 2.5"MIN W PV ARRAY TYP. ELEVATION NOT TO SCALE b CLAMP ATTACHMENT ;l3 NOT TO SCALE •® a +ATTAWOIT 7® 8 PUlM D $ J CANTELEVER U4 OR LESS cn L=PERMITTED CLAMP SPACING Of g w A"AOH`"' SEE CODE COMPLIANT LETTER FOR 5 a reRrarrreocinrAv MAX ALLOWABLE CLAMP SPACING. y & m $„ED PHOTOVOLTAIC MODULE i m U j W Z3 COUPLING CLAMP � It c } w w z J W U u) y7 J SHEET NAME: Z J cowATMU[MODULE U71H =) < O W � O PV SYSTEM MOUNTING DETAIL SHEET NUMBER: MODULES IN PORTRAIT/LANDSCAPE NOT TO SCALE 1 0 CM NOT TO SCALE a Safety Switch Specs: Rated for max operating condition of inverter NEC 690.35 compliant 'opens all ungrounded conductors Iz Notes: SE760OA-US-U Inverter Specs: ( W CEC Efficiency 98% 'US 3ug AC Operating Voltage 240V a)$ � Continuous Max Output 32A g DC Maximum Input Current 23A o ; Solar Edge Optimizer Specs: w � P300 DC Input Power 30OW 9 DC Max Input Voltage 848V DC Max Input Current 12.5A L Design Conditions: DC Max Output Current 15A Y ASHRAE 2013 Max String Rating 525OW Highest Monthly 2%DB Design Temp 31.2eC. Module Specs: 37 PV MODULES PER INVERTER=9620 WATTS STC Lowest Min.Mean Extreme DB -17.7eC 1�r� 1 STRING OF 19 PV MODULES VOC Temp coefficient VIeC Trina TSM-260PDO5.08 sOLAREDGE Short Circuit Current(Isc) 9.00A 1 STRING OF 18 PV MODULES SETBoawS-u Open Circuit Voltage(Voc) 38.2V INVERTER System Specs: Operating Current(Imp) 8.50A a Max DC Voltage 500V Operating Voltage(Vmp) 30.6V •�E.� a 1—k ^ EDG Nominal DC Operating Voltage 350V Max Series Fuse Rating 15A DC 2 y e e e SWITCH Max.DC Current per String 15A STC Rating(Pmax) 260W ® 8 Nominal AC Current 32A Power Tolerance -0/+3%e e oSOLAREDGE L1 L2 N EXISTING P31XI0PTIMIZERS SUPPLY-SIDE ENTRANCE SOLAR TAP CONDUCTORS $ 1 3 0 1B NEC 705.12(A) M RATED:100A 00o ee . 0 Squn D e0UZURB Sq R D Ilomelne Z O] U WAI240V UNEUSED e2-4U0R8 Z j JJ e e e I NEMA3 2 POLE > Z W L� OR EQUIVALENT BREAKER BOX 100A d, tIJ y SOLAREDGE �- - = 11 P300 OPTIMIZERS I ii U 40A 2 2 U SHEET NAME: LU L--� ___--_—_ EXISTING o VISIBLE 240V/100A AC LU LOCKABLE 'KNIFE A/C LOAD-CENTER g? C9 FE'M 2 DISCONNECT — U)L L SHEET 0 IM WIRE IN FREE AIR INTO 3'PVC CONDUIT, NUMBER: MINIMUM IOAWG CU WIRE EACH(RATED90 DEG C) O MINIMUM BAWG CU WIRE(RATED 90 DEG Q.Ll.LZ,AND Q 1 POSITIVE,NEGATIVE.6AWG BARE COPP BAWG INSULATED GEC IN CONER EGC OR 2 NEUTRAL;R AWG GROUND WIRE. " DUIT V . KEEP UNDER 1.5%VOLTAGE DROP. 1 KEEP UNDER 2%VOLTAGE DROP. W I C G v m O ° 1)0 Z v om m° 4 _ �o C Z AO Z r Cm 1-4 00 z r. v m o - 0 D ; O ° Cn m0 z Cm " Zm m 0 A 8 C m L o01 .gyp. ,v. z O �k t • oil i o' Jill 0 0 v C C m I U ur v n y Z w z 0 INSTALLER:VIVINT SOLAR • K m DESIGN>C m INSTALLER NUMBER:1.877.404.4129 �'�'�� Eaton Residence PV 4.0 A 4 m� CT LICENSE:ELC.0189635-El • 155 Lefoll Blvd LOGIC South Windsor,CT 06074 DRAWN BY:CJ AR 4799933 Last Modified:2/5/2016 UTILITY ACCOUNT NUMBER:51507714053 EcolibriumSol9r Customer Info Name: Email: Phone: Project Info Identifier:4799933_preinstall Street Address Line 1: Street Address Line 2: City: State: Zip: Country: System Info Module Manufacturer:Canadian Solar Module Model:CS6P-260P Module Quantity:37 Array Size(DC watts): 9620.0 Mounting System Manufacturer: Ecolibrium Solar Mounting System Product: EcoX Inverter Manufacturer:SolarEdge Technologies Inverter Model:v.SE7600A-US(240V) Project Design Variables Module Weight:39.68316 Ibs Module Length: 63.5827115 in Module Width:37.7559259 in Basic Wind Speed: 100.0 mph Ground Snow Load: 30.0 psf Seismic: 1.5 Exposure Category: B Importance Factor: I Exposure on Roof: Partially Exposed Topographic Factor: 1.0 Wind Directionality Factor: 0.85 Thermal Factor for Snow Load: 1.2 Lag Bolt Design Load- Upward: 820 Ibf Lag Bolt Design Load-Lateral:288 Ibf EcoX Design Load-Downward:918 Ibf EcoX Design Load-Upward:720 Ibf EcoX Design Load-Downslope:460 Ibf EcoX Design Load-Lateral:252 Ibf Module Design Moment—Upward:3655 in-lb Module Design Moment—Downward:3655 in-lb Effective Wind Area:20 ft2 Min Nominal Framing Depth:2.5 in Min Top Chord Specific Gravity:0.42 EcolibriumSolar Plane Calculations (ASCE 7-10): South East Roof 4 Roof Shape: Edge and Corner Dimension:3.0 ft Roof Type:Composition Shingle Stagger Attachments:Yes Average Roof Height:20.0 ft Include Snow Guards:Yes Least Horizontal Dimension:28.7589930193736 ft Include North Row Extensions: No Roof Slope:25.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 20.2 20.2 20.2 psf Slope Factor 1.0 1.0 1.0 Roof Snow Load 120.2 20.2 20.2 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.4 2.4 2.4 psf Snow Load 20.2 20.2 20.2 psf Downslope:Load Combination 3 8.7 8.7 8.7 psf Down:Load Combination 3 18.7 18.7 18.7 psf Down:Load Combination 5 11.8 11.8 11.8 psf Down:Load Combination 6a 21.8 21.8 21.8 psf Up:Load Combination 7 -10.3 -17.8 -27.4 psf Down Max 21.8 21.8 21.8 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 71.6 71.6 63.7 in Max Spacing Between Attachments With RafterlTruss Spacing of 16.0 in 64.0 64.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 23.9 23.9 21.2 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 55.1 55.1 49.1 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 18.4 18.4 16.4 in EcolibriumSolar Layout T I I - 1 - 7 7 1 1 17 17 1 Skirt Coupling End Coupling O Clamp O End Clamp Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. North Row Extension Warning: PV Modules may need to be shifted with respect to roof trusses to comply with Bonding Jumper maximum allowable overhang. • EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 18 Weight of Modules:714 Ibs Weight of Mounting System:64 Ibs Total Plane Weight: 778 Ibs Total Plane Array Area:300 ft2 Distributed Weight:2.59 psf Number of Attachments: 32 Weight per Attachment Point:24 Ibs EcolibriumSolar Plane Calculations (ASCE 7-10): South East Roof 2 Roof Shape: Edge and Corner Dimension: 3.0 ft Roof Type:Composition Shingle Stagger Attachments:Yes Average Roof Height:20.0 ft Include Snow Guards:Yes Least Horizontal Dimension: 14.3371090151471 ft Include North Row Extensions: No Roof Slope: 15.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 20.2 20.2 20.2 psf Slope Factor 1.0 1.0 1.0 Roof Snow Load 20.2 20.2 20.2 psf Wind Pressure Calculations Description Interior Edge Corner Unit Net Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.4 2.4 2.4 psf Snow Load 20.2 20.2 20.2 psf Downslope:Load Combination 3 5.7 5.7 5.7 psf Down:Load Combination 3 21.1 21.1 21.1 psf Down:Load Combination 5 11.9 11.9 11.9 psf Down:Load Combination 6a 23.6 23.6 23.6 psf Up:Load Combination 7 -10.3 -17.8 -27.4 psf Down Max 23.6 23.6 23.6 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 68.7 68.7 63.8 in Max Spacing Between Attachments With RafterlTruss Spacing of 16.0 in 64.0 64.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 22.9 22.9 21.3 in Spacing Results(Portrait) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 53.0 53.0 49.2 in Max Spacing Between Attachments With RafterlTruss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 17.7 17.7 16.4 in EcolibriumSolar Layout Skirt Coupling End Coupling 0 Clamp 0 End Clamp Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. North Row Extension Warning: PV Modules may need to be shifted with respect to roof trusses to comply with # Bonding Jumper maximum allowable overhang. EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity: 10 Weight of Modules:397 Ibs Weight of Mounting System: 30 Ibs Total Plane Weight:427 Ibs Total Plane Array Area: 167 ft2 Distributed Weight: 2.56 psf Number of Attachments: 15 Weight per Attachment Point:28 lbs EcolibriumSolar Plane Calculations (ASCE 7-10): South East Roof 3 Roof Shape: Edge and Corner Dimension:3.0 ft Roof Type:Composition Shingle Stagger Attachments:Yes Average Roof Height:20.0 ft Include Snow Guards:Yes Least Horizontal Dimension:4.35885110594269 ft Include North Row Extensions: No Roof Slope:25.0 deg Truss Spacing: 16.0 in Snow Load Calculations Description Interior Edge Corner Unit Flat Roof Snow Load 20.2 20.2 20.2 psf Slope Factor 1.0 1.0 1.0 Roof Snow Load 20.2 20.2 20.2 TE:1 Wind Pressure Calculations Description Interior Edge Comer Unit Net Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Net Design Wind Pressure Downforce 11.4 11.4 11.4 psf Adjustment Factor for Height and Exposure Category 1.0 1.0 1.0 Design Wind Pressure Uplift -19.4 -31.9 -47.9 psf Design Wind Pressure Downforce 16.0 16.0 16.0 psf ASD Load Combinations Description Interior Edge Corner Unit Dead Load 2.4 2.4 2.4 psf Snow Load 20.2 20.2 20.2 psf Downslope:Load Combination 3 8.7 8.7 8.7 psf Down:Load Combination 3 18.7 18.7 18.7 psf Down:Load Combination 5 11.8 11.8 11.8 psf Down:Load Combination 6a 21.8 21.8 21.8 psf Up:Load Combination 7 -10.3 -17.8 -27.4 psf Down Max 21.8 21.8 21.8 psf Spacing Results(Landscape) Description Interior Edge Corner Unit Max Allowable Spacing Between Attachments 71.6 71.6 63.7 in Max Spacing Between Attachments With RafterlTruss Spacing of 16.0 in 64.0 64.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 23.9 23.9 21.2 in Spacing Results(Portrait) Description Interior Edge Comer Unit Max Allowable Spacing Between Attachments 55.1 55.1 49.1 in Max Spacing Between Attachments With Rafter/Truss Spacing of 16.0 in 48.0 48.0 48.0 in Max Cantilever from Attachment to Perimeter of PV Array 18.4 18.4 16.4 Fin Ecolibrium&Ar Layout Skirt Coupling End Coupling O Clamp O End Clamp Note: If the total width of a continuous array exceeds 35 ft, break array to allow for thermal expansion and contraction. See Installation Guide for details. North Row Extension warning: PV Modules may need to be shifted with respect to roof trusses to comply with Bonding Jumper maximum allowable overhang. • EcolibriumSolar Roof Weights In Conformance with Solar ABC's Expedited Permit Process Module Quantity:9 Weight of Modules:357 Ibs Weight of Mounting System:32 Ibs Total Plane Weight: 389 Ibs Total Plane Array Area: 150 ft2 Distributed Weight:2.59 psf Number of Attachments: 16 Weight per Attachment Point:24 Ibs . . EcolibriumSolar Bill Of Materials Part Name Quantity ES10195 EcoX Base, Comp Shingle 63 ES10197 EcoX Flashing, Comp Shingle 63 ES10144 EcoX Junction Box Bracket 3(Optional) ES10132 EcoX Power Accessory Bracket 37 ES10184 PV Cable Clip 185 ES10103 EcoX Clamp Assembly 44 ES10136 EcoX End Clamp Assembly 19 ES10201 EcoX Bonding Jumper 6 ES10121 EcoX Coupling Assembly 34 ES10146 EcoX End Coupling 11 T • I EcoX Grounding EcolibriumSolar A It J , Pr 4f. Clamp Assembly Coupling Assembly Bonding accomplished through a bonding Bonding accomplished through two bonding pin located on the upper clamp. pins located on the upper coupling. Micro-Inverter Bracket Bonding Jumper Assembly Creates a continuous bonding path Bonding accomplished through a bonding between two adjacent rows of PV modules. pin located on the upper clamp. UL Recognized to UL467 and UL2703. t M Electrical Assembly lay-in-Lug Bonding accomplished through a bonding Supplied by others. pin located on the upper clamp. Ilsco or other outdoor rated lug. (Optional) Ilsco lug shown—Tested to UL467 and UL2703 Listed. 244 W. State Street,Athens,OH 45701 I ecolibri urn solar.corn 1 740-249-1877 +,_ r 1-,4' WPM I y t10RaY/. , DYNOBOND " rt-vOICIING .— vi INVESr.%ibhr The DynoRaxxI DynoBond'is a proprietary UL recognized "` �' design that allows the DynoBond'to be used as a jumper �� `! between modules and rows which makes the module a �tiihV�+Sy� frame the medium for the equipment ground path. r i The DynoBond''replaces the conventional method of installing one ground lug per solar module and running a solid six gauge copper wire bonding the modules.The t` DynoBond' is engineered for commercial and residential applications. { A - . Z ��.- 1 s ( • � 1 iti� y A yj�4. it 'rt T`h"-.;iY�' `w d A'� ! No Tools Required DynoBond'is pushed onto bottom flange of module. Supports flange thicknesses from 1.2mm to 3.1 mm Clean Wire is virtually hidden on system Corrosion Resistant Stainless steel clips and tin-plated copper wire paired for reduced electrochemical potential Superior Design UL recognized to 467 and 2703 12 Gauge Tin-plated Copper Stainless Steel Spring Clamp Teeth Embed into Module Frame Factory Crimped Connection Available Wire Lengths •8"(204mm) •76"0 930mm) • 12"(304 mm) •96"(2438mm) •38"(965mm) DXI-10pave.6300 She'idan Suit,-- 100 Bu(felo NY 14221 WJ." , r. „ F 1.666.620)s101 1, 1 866.807788: EcoX Installation , Assembly, and Maintenance Instructions Rev 3.5 i Y � r ? 'a "�F.II III T _ U14414p, 340 W State St,Unit 22,Athens,OH 45701 740-249-1877 www ecolibWrnsolar can Ec Q(i b r i u m S O l a r ' ♦ �;�: � •1"�r7Yr'i� _+5-: +'!' �'�T v-! �_♦' 'C. .�.. .•..vv'.��.,.rr -�s•.� ..n r r a's..w....�.-s+`...-»!,.-�% _ ;•., - - ♦ a.;�•�•. ��' i;,t •'1,v. ,r,;� ♦ }*�;,�+� :' -' �• ...��....r.!yv'►'T:.^'�,^,r 't. `4r`.x v." a• �t �. +; ,,<<'E: f='�R ;*..R.. t iN' J Z;t`- .�,.,r r ...:•S! :�- Y.a. __.c. ..•. ., .._ a^__ ,3_ -.. ') .....-.-.<_.r�.�. _.--..v..i�.:i�'1>�r..ia!:r-r.P�:..r-...-f•..x.r.:�l::�...':::-tir�h,.,s.i''.V r:�..S%�:_M..:� Revisions Rev 3.1 September 2014 Initial Release Rev 3.2 November 2014 Updated for UL2703/1703 fire testing Rev 3.3 December 2014 Updated maximum allowable roof slope Rev 3.4 January 2015 Added Tile, Extension, and Flat Roof Addendums Added note to allow rotation of lower support Rev 3.5 January 2015 Updated UL 2703 Module Compatibility 340 W State St,Unit 22,Athens.0F145701 740-249-1877 www.ecolibriumsolar com Ec o l i b r i u m S n kw- A. •" 'Y'a:ia%�!f.,. r..rw�;., t. '4 .�t'C l'i'„ .+i, ..tix � `7 "tt+`t!"S4`.�r.��r.,. ram " Y�� ^'u�-�•'��' '«�:,^'.t r+.r•� 1a `- r..a::. '.�;,,•.:,. a i. _:,.� . t-• '1 i i�-,�. ei � 'i.,. .°t;•;...ii'.,;s*.rS Y�:,.•i�kc•",,v^r�.s• -..,, �. :1rrl<,c.•�e.,�. �.. .a;:�5.-'1r_ .w,.'.� -..f.t.+ y:.c.t.., rL.. ,sr .L:+. '.t: ,s 1:.�. ,a b.r rtl..f.'- Introduction: EcoX is an innovative, simple, and easy to install pitched roof racking system. By eliminating the mounting rail, EcoX streamlines ordering, shipping,and installations. EcoX utilizes aluminum components and stainless steel hardware ensuring the system will withstand even the harshest installation environments.With low part counts and a simple installation process, EcoX helps ensure projects are installed on time. Installer Responsibility The installer is solely responsible to: • Comply with all applicable building and electrical codes • Meet municipal,utility and inspector requirements • Ensure installation methods and procedures meet all applicable OSHA safety standards • Confirm all building structural members and related connections can withstand all forces resulting from the EcoX installation • Maintain waterproof integrity of all existing roofing materials • Verify all design criteria are correct and appropriate for the application and specific site • Follow all manufacturer's specifications,recommendations and manuals • Check that only Ecolibrium Solar approved materials are utilized during EcoX installation • Guarantee array installation is completed by qualified and competent personnel • Verify all equipment and materials are appropriate for application and site conditions • Establish that anchoring devices,Including lag screws,have adequate pullout strength and shear capacities as installed • Determine that PV module is approved for use with EcoX and is capable of withstanding the project specific conditions. Warnings&Safety Both electrical and roofing knowledge is required to correctly and safely install a solar photovoltaic system. Only qualified and certified installation professionals should install EcoX. Failure to follow the methods and procedures outlined in this guide may result in injury and/or damage to property. Carefully read this guide before starting any work. Store a copy of this guide on the job site at all times and contact Ecolibrium Solar with any installation questions related to EcoX. Please note the following warnings when installing EcoX: • EcoX components may be sharp and may cause skin lacerations • EcoX components fit together tightly and could cause pinch injuries • EcoX components may be hot to the touch if left in the sun. Please follow the safety requirements below when installing EcoX: • Always keep children and unauthorized people away from work areas • Always wear required OSHA approved Personal Protective Equipment(PPE) • Always use insulated tools when working with or near electrical systems • Always provide OSHA approved fall protection for all installation personnel • Never wear jewelry during mechanical and electrical installation work • Never work in rain,snow or extremely windy conditions • Never leave a module unsupported or unsecured on the roof • Never install broken photovoltaic modules • Never use photovoltaic modules as a work surface 340 W State St.Unit 22.Athens,OH 457U1 740-249-1877 www ecolibriurnsotar.com E C a 1 i h r i U m C v 1 I,j r �',?w� ��"-`��'sC""k.h::T' +",'e::'^1��.t�•.<r;r:,�r..�:a�`�'�,will`�r:'T',`;a;.�.��..�»-.�•a�-.� amr•y•��-sS,.are+yw�.y.�.wr;'rT+."-�.+,.1-n!nr!"Yp�...n'�''„�:. � _'ic. :�; l�:�3` •4`ti. ,Z�,.°;:'- -- %.,••e.•r !!�"i':•P�• s ' ».t,-, .f �".'��' f�;. I+..�.>'�. •j ��.s„<b4 _ - .SS 's-±:•:r,i_ •.«-:ti•-. •�.y" _ „ -,( •.. .. . .r�f�.� .. -ems ..�Yt•i..'�:.'�aL$;i.�_�vW.r �4'.3:., � ., '-c.» .g •' f , Ratings and Certifications: Ecolibrium Solar is committed to providing well validated,thoroughly tested products. • EcoX is certified to UL2703. Please see Addendum G:UL2703 Approved Module List for more information. • EcoX is rated to be installed with 60 cell modules according to the approval list in the Module Compatibility Addendum • EcoX is certified to UL2703/UL1703 Fire Testing. EcoX is rated to Class A with Type I and 2 modules 340 W State St.Unit 22,Athens,OH 45701 740-249-1877 ~.ecolibrlumsolar corn E C o l i U r i U m S Q(;i r t'i:,;aiz;A.r`,y�'�r!r�r"Y.�T�-`�^•�r/T� 'V:z��s, '^':'�"''`'YR'rPe+.rt^:.,�'7Nylyiwi'�`':'c'^:7ty.la�?rArciT�';�y�,p�•�'r.-�r' ;'r.►�-3't, •rrK'y-s�-wcf—"'-�+.•_-. r�;.r � ��,Yr .�. r:: - 9 `l�tn v .F•.` •..r. Ir'r Y.A{'Y�a-rT zs't? -. ��.s-..T.'r,r�**� '� s."-'- 31 .P �H t�:��ac:r�., •r}...� ,;.x aFtsv:_4,;;.;�: „!:, r.•c: 'i .+-l:4'•A--cfrsS .tom, i lebi i, e. L y `~`- 3 'Y�,,.. f.r•,a �'•'. iY^?I!'.. '�". :� '�' .. �a¢YcEj•._'a+.'.�..w.KsiS.�:.:-yx.a�ae:�Y'Y'~`:'I,.Y. -++�:�'.aw.'t �` '�ir.i7''': t II Components Eco)Cs low part count increases efficiencies, on and off the roof. EcoX includes the following components: Upper Coupling Upper Clamp Lower Clamp Upper Support., - Lower Coupling .431 Post Lock 0 6-0 li O 0 ;00 If 340 W State St,Unit 22.Athens,CH 45701 740-249-1877 www ecolibriumsolar corn Ecolibriurn ;,, i-tv "I lci- I.M Composition Attachment Kit The Composition Attachment Kit installs with ease and provides a redundant waterproofing solution. The kit includes Flashing, Lower Support,Washer and Lag Screw. 0 Flashing The Flashing is made of Kynar painted aluminum and includes an EPDM grommet for superior waterproofing. 0 Lower Support The Lower Support is made of aluminum. The Lower Support provides north- south mounting flexibility. 0 Washer The Washer is made of stainless steel with an EPDM sealing ring. The Washer adds redundancy to the waterproofing. Q Lag Screw The Lag Screw is made of stainless steel. The Lag Screw attaches through the Washer, Lower Support and Flashing connecting the kit to the roof structural member. ©Clamp The Clamp locks into place without a tool by rotating the Upper Support. The Clamp includes the aluminum Upper Support,stainless steel Post, aluminum Lower Clamp and Upper Clamp. The Clamp's leveling capability and north-south adjustability provides unparalleled installation flexibility. The Upper Clamp is available in dark bronze or clear anodized aluminum. 0 Coupling The Coupling connects the corners of adjacent solar modules together. The Coupling consist of aluminum Upper Coupling and Lower Coupling. The Upper Coupling is available in dark bronze or clear anodized aluminum. Q Skirt The Skirt covers the exposed downhill edge of the array and provides a superior aesthetic to the system. The Skirt has adjustable height in 5mm increments,making it compatible with PV module thicknesses of 35mm,40mm, and 45mm. Contact Ecolibrium Solar to check compatibility with other size modules.The Skirt is available in dark bronze or clear anodized aluminum. © Bonding Jumper The Bonding Jumper creates a continuous bonding path between two adjacent rows of PV modules, and between skirt and the first row of modules. O Electrical Kit(optional) The Electrical Kit mounts a junction box directly to a PV module.The visual component is available in dark bronze or clear anodized aluminum. Q114JI-A. 340 W State St,Unit 22,Athens,OH 45701 740-249-1377 www ecolibriumsolar cam t+.Ec o I i b r i u m S c:l :i;` ti.f.';.�'�':'lY 9•sr r!. �%;.��' r`. t"♦"c;m�{.'°ri1a�+•-Y•,, r ••r •,• �:', %i j . 'PT , {"` a,6, t x. ,F��.i.,�.,_f.M1,sc�;'Laf-�S-,�� "a'. .. '�a•' i,.,i,r_', -.�,�.""'�;1r *''c '�'^,-`'.�,�s_ -t •+ r .. i. - 3t' .�� d ar i•` ,:7• �• yu, r.i, �� f',n; . t• ti's1i.L.C.r. is:. r ,.♦`,9 ls• ,.�.{.f.•-sx+.�...:.t.4i.•-...f�.,i a.r....e:+. � j... ,,..•r;;K N, .•✓.:°�.... '� .i� �v.::� h4L•.4^f.�3-.h++�'�.: rs24:....i.- �. °q Tools and Materials The following tools and materials are required to install EcoX: • Cordless Drill and Impact Driver • 3/16 Pilot Drill Bit • 112" Deep Hex Driver • Hammer • Torque Wrench • String Line • Chalk Line • Flat Bar Note: unless otherwise noted,torque all fasteners to 14 ft-lbs Planning EcoX is designed to flush-mount photovoltaic modules on pitched roofs as described below.Visit the EcoX Estimator at www.Ecolibriumsolar.com/ecox/estimator to layout your array and instantly obtain attachment spacing, bill of materials, and engineering analysis. Roof Type EcoX is designed to mount photovoltaic modules to a range of roof surfaces, including: •Asphalt or composite shingles • Concrete or clay tiles(see Addendum E) • Wood shake shingle • Flat roofs(see Addendum F) Please contact Ecolibrium Solar if your projects roof surface type is not listed. Wind Zone EcoX is designed to mount photovoltaic modules on pitched roof surfaces in areas with extreme wind conditions. Please contact Ecolibrium Solar if your project's wind speed exceeds the zone allowable In the EcoX Estimator. Roof Height EcoX is designed to mount photovoltaic modules on pitched roof surfaces with a mean roof height of 60 feet. Please contact Ecolibrium Solar if your projects mean roof height exceeds 60 feet. Roof Pitch EcoX is designed to mount photovoltaic modules on pitched roof surfaces between 0 and 90 degrees from horizontal with a mean roof height less than or equal to 60 ft.The UL 2703/1703 fire certification is applicable only to'steep-sloped"systems with a roof slope greater than or equal to 2 in/ft(9.46 degrees). Roof Zones EcoX is designed to mount photovoltaic modules on pitched roof surfaces in all roof zones with variable attachment spacing as prescribed in the EcoX Estimator. U-41-A 340 W State St,Unit 22•Athens,OH 45701 740-249-187 7 vNm ecolibriumsolar corn Ec o l i b r i u rn 7e N..T L"",w_�i: �r^1'': 'l.�a.yr,!-c r...�.,.�4 ♦ ,r 7 � s y •{Y• A.. fi'"!<+Kf�l.siti 4= ne j, A •t•Si' V -r- v. u d. •ti• d•Fs. •F S i,�,i, .�✓. . �'-y� w'r� a` �a.�_ �:.!• ....J«•4-:l.es.:..t+.w.L......•.1L�8...n..�.i:ri�:rJ..i�" i1:•44;+.ii�+.. .��yr• .J. t� Layout Array \�V� 1 a) Locate Array Mark the array footprint of the array on the roof.Account for 1 1/4"gap between modules North/South and W (recommended)East/West gap. Check that no obstructions on the roof will interfere with the installation of the array. If the total east/west dimension of PV array exceeds 35 ft,the array must be broken into multiple sub-arrays per the appendix below to allow for thermal expansion and contraction. Tip:Allow for IN gap between modules EastNVest to increase air circulation and improve aesthetics 1b) Mark E/W Line Find the shingle course for south edge of array. Mark vertical center of shingle. Mark each subsequent attachment location up the roof using a spacing of panel width plus 1 W 1c) Mark attachment locations Select and mark structural members to be used for attachments according to project engineering span and overhang values. All attachments should be located on rafters. Ensure PV module cantilever is within allowable cantilever prescribed by the EcoX Estimator. Tip:Stagger attachments to reduce rafter loading if required by PE analysis of building 340 W State St,Unit 22,Athens,OH 45701 740-249-1377 www ecolibriumsolar corn E c o l i b r i u m t'7!.i i�t r r.r,�.•x�e:"; _.h aTvf.Y.,�,''+j,•v..-•j,itt�.-!;,t:+' 4h:�rw s:�"'+. �j,.t r^+..!y. n� a -r._ .�iv+. _ 1 -a• 5�:: a''x'= f. l - v f'. � � F .!?�c" .y . �: �!r"'!i ��,'!'.. yr`C. �,;r1�', ��. .-n�5'.'-i'. �,.t 4 •-.�,�`y(<� w� �'�.- �'C.f"rt"y�, 2 ' / .4 .•.Y •r^' r,.' sj. y •}�� .'Y:i' , ..y, wUi' ,s. F jr._ 1.V�`-•3'^'�, , ,i?F.'/ wL�.rr•f:,,;.:n«;�.r_,;.j l',1�s:4•..0:�v:�--lY., :�C-.�: �•s�.Ll;:�a%rb PYy .'F;."L.i:'v.•'}»ii�L+:a�it+.,•c;`r',fr+•: �.+h� r+e'.►1i. .,�.d. ,Aa`�+i�..:Is..,Lw,•.:it514'.%f..vfl,r.J ©Install Attachments Note: The following describes a typical Composition Shingle Installation. Please see the Addendum section for alternate attachment options. 2a) Predrill Lag Screw Holes Find intersection of each selected rafter and marked row. Predrill 3l16"hole through shingle and roof sheathing into the roof structural member. 2b) Install Attachment Kits Find predrilled holes from previous step. Slip flashing underneath the shingle course above the intersection. Ensure southern edge of Flashing (A)does not hang below the southern edge of shingle it rests on.Cut shingle away as needed to ensure that the Lower Support(B)rests on only one shingle. Using'/2"Hex Driver,drive Lag Screw(D)through the Washer(C), Lower Support(B) and Flashing (A)into the predrilled hole in the roof structural member. A 4"lag screw is supplied. It is the installer's responsibility to ensure proper embedment in the rafter. Tip:To provide an additional layer of waterproofing,place a horseshoe shape of exterior roofing caulk undemeath the flashing with the horseshoe opening downhill Tip:Up to 113 of the Lower Supports(B)in each sub-array can be rotated to avoid interferences. Do not exceed a rotation of more than 45'from uphill/downhill axis. U-141J, 340 W State St,Unit 22,Athens,OH 45701 740-249-1877 YAvw.ecolibriumsalar corn EC o l I b r I u rn S 1 l i i r � x.st 'M {� +s•,-+rTr. r`arc.-r.». r,F•.et'r.� .�:s�¢y.•'M;'t'`r .'e.+-x•.7 i7 SYs +cE•tla •�a.ws;�V'R:t`s�rs. a'e.. .r , .;7f9 ��. : ,..._ t�'.^.'.9 .t..yt..Y§�l r.+e^'' '�!e"'�r= '. .f�' :..g� .- r.••,��R?a * f `.,��",•.:.#t-d . t,-�,Ji!TJv't,xr .�!�':T�•�.++�.� .�.,:-a•i..7.iJ��td`..a't'.»-•..�isl�a-+ .l:.isF .' r �' �',S•+t.x's ._a.d.. ,� +.l.,a� +i'. } ��i:yy i. 5t� .. 0 Install Skirts —Z % ........ ... 3a) Install South Row Clamps Insert south corner Clamps(E)with Upper Support in the 9 o'clock position.Align Clamp (E)so that the Upper Clamp centerline is in the lower half of the Lower Support(B)to avoid skirt interference.Tighten the south corner Clamps(E) by rotating the Upper Support clockwise 90 degrees. Hang a string line between the two south row corner Posts. Align remaining south row Posts with the string line. Insert Upper Support at the 9 o'clock position. Lock by rotating Upper Support clockwise 90 degrees. Tip:Always ensure the longer flange of the Lower Clamp and Coupling Is extending uphill. 3b) Install Skirts Assemble the Skirt(G)so that the Skirt thickness matches the PV module thickness. Hook the Skirts(G) on the downhill notch on the Lower Clamp.Torque the Coupling (F) to 14 ft-lbs.Torque Clamp(E)to 14 ft-lbs. 340 W State St,Unit 22.Athens.OH 45701 740-249-1877 vmw.ecolibriumsolarcorn Eca I i b r i um S.,,,)! 0 Place Modules ti v 4a) Install Row of Modules Rest each module on the downhill Clamp(E) and Coupling (F)flanges. Pivot module down so it is parallel to roof surface. 4b) Secure Row of Clamps and Couplings Slide the uphill Clamps(E)to they are flush with the module. Place Coupling(F) between modules so that the module edge Is within the alignment marks on the Upper Coupling flange. Check alignment and elevation of the row of modules. To level, remove the clamp, spin the clamp up or down by hand, and re-position the clamp against the module. When the system is level, tighten Clamp(E)onto Lower Support(B)as described in 3a. Torque uphill Clamps(E)and Couplings(F)to 14 ft-lbs. Tip:If needed for alignment,the module may be shifted up to 0.080'(2mm)away from the vertical wall of the Clamp(E)and Coupling(F). Tip:Space modules%'apart EastANest using the marks on the top of the Coupling. Tip:Level the north edge of each row before installing the next row of modules. 4c) Option:Combine Coupling and Clamp If Coupling (F)interferes with Clamp(E)then combine the Clamp(E)with the Coupling(F) by 1)removing the Clamp(E)from the Post,2)removing the Coupling (F) bolt, and 3) turning the Coupling(F)onto the Post. 4d) Complete Wire Management Secure conductors on the uphill edge of the last row of modules placed. Repeat steps 4a through 4c for remaining rows. •" (t j", 340 W State St.Unit 22.Athens,OH 45701 740-249-1877 www ecolibriumsolar corn Ec o l i h r i u rn'�()i S •-�•f w91.-sr l+C'�; +�f^fa- 4+en.a�. rrp�v�- M-wr�r •s* ?xf'. 7-z�"'Sw "A!F- nT- S' fro:',; { v . t'W• y ..s, j _v^ :'`! .`.F ; .t ' r .a ` {'ii. airµ r {l,r�t; a �' �t w►1w'.:rr,'i7.sw�i.% *iies;^l:+t-.id:++l}+-�rrw...�..v�.'.S'.r�:^larrcv.}s+�+j:Ly.+'`�ga�-a�i:tl,�.✓s+L�':.'zs.ttaz°_ie�L-'.Y'1iY.sN,.1s Y'`i i':..+�.:.!'lahYl�+��w ''t ,•c't', © Electrical Components 5a) Install Bonding Jumper EcoX electrically bonds each connected row of modules. The grounding point on the south edge of each clamp and coupling creates a secure bond between the module and racking system. The two bonding points on the coupling maintain the bond path through each row. To maintain the bond path between rows, install the bonding jumper between each connected row of modules and between the skirt and south row of modules as shown. 5b) Ground the Array Connect an outdoor rated ground lug (by others)to the module closest to the junction box. Bring the EGC to this lug to ground the array. Ensure the ground connection complies with NFPA 70, NEC 250L Grounding and Bonding, NEC690: Solar Photovoltaic Systems, CSA C22.2: Safety Standards for Electrical Installations and any local electrical codes. 5c) Install Electrical Assembly Mount the Junction Box(not included)to the Electrical Assembly Kit as shown. Clamp the Electrical Assembly to the module and torque to 14 ft-lbs. J1J, 340 W State 81,Unit 22,Athens,OH 45701 740-249-1877 www.ecNibnurnsoiar corn Ec O h br i u m S n l a r ~a ter••—,.. - t�-7� ,..n-�.., � x..-.i..�...t,r,... _ ri n•<^,t-r�•",t n-....-. _�.� s.ryr=.• YF.r-�..-••'t,•:r •r ,�•. r,rc-•�-_-•r,+-y-+.,_�;. ti �` ^ ..��-�� _Q t1•• ;1.' 1, • ', .+• •`'~`• . �r• �•4:. �.. a t 't•' .i 13 rvr l.•..'i p,r4 ' - : x,''�"w �....=A:l- _ .•-f..t+.-!.r{►.1.`u n, i-.t_.s.� .. .'c♦t.,ti..i 4: ,C .v l...w: .�.:;;a.: ..•.�.ol,'r••:a.i.wvt.. L...:•.<:3•:raia_s.t.' � ,i :�.v J' mono +�i,Ws Solutions ■�■.■ ■ ��t, R ,r � �� . ., ��^ ��, NOON■ �■ �N ,1 EMMONS NONE■� MEMOEI EMEMNI 60 CELL NONE IN MU LT I CRYSTA LLIN F MODULI Immm N I 245 -265W POWER OUTPUT OUTPUT RANGE I - ; 16 .27o ,'+,1,AX1MUM EFFICIENCY 0 - +3 /% P(Dt 1TIVE FOWER i0iER4N.::F. r LINEAR PERFORMANCE WARRANTY o IOU% 3 a � - roan s 10 is ^_n 75 i r t TSM-PDOS 250.265W Peak Power Wal ts-P-.(Wp) 245 250 255 260 265• TSM-PD05.08 250-265W Power Output Tolerance-PmAx(%) 0-+3 TSM-POOS-05 245-26OW Maximum Power Voltage-VwrIV) 29.9 30.3 30.5 30.6 30.8 Maximum Power Current-two(A) 8.20 8.27 8.37 8.50 8.61 C":SNSIONS OF F 0'O.),;Lc Open Circuit Voltage-Vac(V) 37.8 38.0 38.1 38.2 38.3 onli Short Circuit Current-Isc(A) 8.75 8.79 8.88 9.00 9.10 941(37051 Module Efficiency r)m(%) 15.0 15.3 15,6 15.9 16.2 STC:Irradiance 1000 W/m'.Cell Temperature 25°C.Air Mass AMI.S. r w�•:>v Typical efficlencyreducl-of 4 5%at 200 W/m'according to EN 60904-I. 'TUV and UL cerli licolion for 265 W are all ongoing .e-n2 F:i'.-i•Td+' •>?T?aT,i{r!:)'�4t V:"A i Y4 Mil J `- MaximumPower-P-(Wp) 182 186 190 193 197 Maximum Power Voltage-Vwv(V) 27.6 28.0 28.1 28.3 28.4 Maximum Power Current-Iwr(A) 6.59 6.65 6.74 6.84 6.93 rn Q� a. Open Circuit Voltage-Vac:(V) 35.1 35.2 35.3 35.4 35.5 �G Short Circuit Current-Isc(A) 7.07 7.10 7.17 7.27 7.35 NOCT.Irradiance at 800 W/ms,Ambient Temperature 200C.Wind Speed I m/s. .p,icr Yry n• A A Solar cells Multicrystalline 156 x 156 mm(6 inches) �- Cell orientation 60 cells(6 x 10) - Module dimensions 1650 x 992 x 35 mm(64.95 x 39.06 x 1.37 inches) 812(31 970 801/001 Weight 18.6 kg(411b) Back View Gloss 3.2 mm(0.13 fnches),High Transmission,AR Coated Tempered Gloss Backsheet While(P005&PD05.0B);Black(PD05.051 Frame Silver Anodized Aluminium Alloy(P005):Black(PD05.08&PDO5.051 c^-s J-Box IF 67 rated Cables Photovoltaic Technology cable 4,0mm'(0.006 inches'), 1000mm(39.38"inches) A A Connector (1-14)Amphenot Fire Type Type 2 •.r..,.noo.ae�rW,.�.Ku ,oa0wr,,. Nominal Operating Cell Operational Temperature -40-+85"C °00 ----- ' Temperature(NOCT) 44°C t2°C ) •a �` ( Maximum System IOOOV DC(EC) 200 ; TemperalureCcrsfficienlofP-.x -0.41%/"C Voltage IOOOVDC(UL) z Six 4co,YN Temperature Coefficient of Vor- •0,32%/°C Max Series Fuse Rating 15A em 1 �� ti Temperature Coefficient of Isc 0.05%/°C sm 200 r0a+'/•x' 100 0w • �• zo m Q s• 10 year Product Workmanship Warranty VW-K*V) 25 year Linear Power Warranty (Please refer to product warranty for details) N' A C E U s' ism Modules per box:30 pieces ' PV CVttL Modules per 40'container.840 pieces NF' �rl ��k tj CAUTION:READ SAFETY AND INSTALLATION INSTRUCTIONS BEFORE USING THE PRODUCT. ®2015 Tdno Solar Lrmiled AB rights reserved.Specifications Included in This datasheet are subject to change without notice solar SolarEdge Power Optimizer Module Add-On For North America Yuwrr�G! S ;a J,. PV power optimization at the module-level solar SolarEdge Power Optimizer Module Add-On for North America rP3 0 0 / P 4(10 Pits F1400 P405 Tj i; OC') (for 72&96-cell modules) (for thin film modules) I N P L Ra'ol lo:si . :A,Power' s 300 10 405 Abi%,):,,ICv!-u�hnuin input 48 86 125 Vd. 8-48 12.5- 10S NIPP-r Rart,f ')ilort ell t" 10 T. M'.'onym"arir:_X np'), DURIN,y(),P-RATION(Polhs?or,".IMIZER CONINi:C FU),T )OPERATING SOLARF,')(; ti,!,)ERTERI is YoItagle DU i PlYl DijMiNG 5TANDBY(PUWUR OP flMi>,EN FROM SOLARF"CiF OR SO(ARFD(-;V. INVER QR,Ocr) v(k SIANNUAkD. COMPLIANCf. EW, Safety I 'I Ut. RoHS INSTALLATION SPECIFICATIONS j Wft `,ldc. Pxxx-2 sefies 1 2 7 Pxxx-S series x Pxxx-2 series PXXX-5 se(ies 710/ 1.1 It (Jpl 40 C T Rowi" NFM.21:4 P V 14 Y T F N1 D I-S I AJ U'S 1," 6- 0 iHJGLE PHASE THREE PHASE 208V met E PHASE 10 r 11 1,111.1t 2S 25 so `)T 5250 6000 12750 W ;_rim", Yes OWN N solar=ee • SolarEdge Single Phase Inverters For North America 3E0 N ; , L D U.sU iA L t; I k,A 3000 A-U"3 SE,3 6010,A-U, CCU S.E7600 A ik.)S 1 S EF"I S' S F 114 00 A L S 12-25 The best choice for SolarEdge enabled systems Integrated -11 compliance .giated arc fault protecnon ;'Tyne 1) for NEC 2011 690 Superior effmcricy (98:/al Small, lightweight and easy to install on provided bracket Bui;.t-in module k.,vel incl�iitw:wz, interr,,eA wriri,--ction Lhiro;jgh Ethernet or Witeles,, - t)utdnor and indror installation - Fixed voltage inverter, DC/A"-cow!ersion only f, Safetv h for fasts installation 'n 1, - revenue so lar=ve -w- Single Phase Inverters for North America SE300OA-US S13800A 0S 5ESOOtIA-U; SE6000A-US SE7600A US SE10000A-US SE1140OA-us OUTPUT - I - - - u0- -)98(1 @ 20sv Normoal AC Roviet 3X0 11000 1 6000 1 7 KJ C 114 VA I I:'JoO(P).�Aov -10U Ch,2061, L 0,30 t I @ 2 fVxx A':PDWI-r OLAP-0t 33,00 il3v (,000 x 4"o 109,10 VA (4-240V AC()utput •,)II:jtzen Min.Nom Jb)( IS3 208 -'2111.1;jc AC Outow v.,dt.-Igf,Mio Wwi. Max.'- 60 1 3(with M 4(,,D 2 0 8 v 2-- 48(a) .08,v anlin.jou,Ou,.put Civi ow 12.5 raj i4l)v A Uti,11ty Monitoring,Islandin Protection,Country Configurable Thresholds INPUT 4 011)G tiIGO 140 8100 0 2W I 1,,00 15350 W YPI 24. 33(,-v 208V M-3X.input Cmrnn6 9 1 S i� L�,- ."A6 131 23 io -1(d)24,IV 34.1; MdX.IfIPIA Short C,rrott Current .11, Revere-Fuliwy Vi(;u�tnon (;round Fault I ij!jLlui 00ecn,,,i M;lKin"ILIM,!rivzfrle.r EffiCe-1--y % PC,W,�igb(pd Efrfirifn C7 1 j 11,D 2!,1'i v tj I(,I ")AV d, 9/ 98 Nighttiow Consumption ADDITIONAL FEATURES RS48�,RS)'2,Efl,e w ,r'ig R,?w,'.nw,Cr r e U,iw.ikNSI C'-1-I Rapid Shutdown-NEC 2,11.4 690,12 Functiunjhtv enabled when Sci iaId sh;ujow kit:s STANDARD COMPLIANCE Grid Cutinection St,�odards Frnk,.%ioris INSTALLATION SPECIFICATIONS A(.,-.utpuL Conduit size/AWG jaj)ge 314"nunir,,k!m 16-6 AING 3,A"m!mwtm,. 8-"1 AWC "X input,cm,,dur sirs,',I of Strings �,,A`trinimm,/ i ';tr AVV(- 3/4 enir 1,num, ;v ng,-'16-6 AVVC, 14-'j Ai,,V(,i Duneri;!oov,voth Safety Switch IC x 12 S K 10.5 i jHXWXD1, .'�x V��,-x 7 2 77S x 3 15 x 7 7S 315x 260 rar Wcieht with Safety Swil(.h 51.2 1 23.2 54 7 j 24.7 %8 A!40 1 ILI Natw.), r)(,,,,C'('I n n I I I IV Hatural t on,/-,,:tion -;oj ntr ,1A Fan,j',jSj-. !CPjj4,-eaIjjL) �,in fuse, � cIRA 13 ro 4!-+j r6,1 l =t0 ic. .....) Protec-n-m fljtlfi? NHOA iR Fo-otl,-,let onal settilIp Oeate colUct Sotwtdv wl7wt Ahighv,cwreni mwP"be%6ed;the inwIfterwfil KPIA Its#nPQ(CUfFe04 to.he vWIMSI-f- Revrnt,,,V*dr"weitet PIN.SLxozA-4j5(*MNR2(I*r 160DW 40 wi,jo-P/h S1r xA-0S000W4U4 as?bOOW,M*IM nm F= RoHS X"tl?Kk#r Lark%nW(0 Iortekt t"e,r An_ T fell Ifs ILVISIN �! •fLEN Itzil ACNw-1 ,�� •'�/ MoloUl Ilia" . • •',` � cEttliisnc.tt:�.Mec�+as.t:a 1• IODA�I '••♦ � aERMF.G NAAvI Ntr fA"i13R1] -r yI CAUTION: r PHOTOVOLTAIC AC DISCONNE T i /\WARNING: TUF:NOr1 r°IIOIG ►oarow UA1CACD'SCOMItC1 j w a. ,- AC DISCONNECT+ I WORKING IN: �.. .., x� �s r�77. CAUTION: W A1R ELECTK SYSTEM CoWiECTM OTOVOLTAIC SYSTEM EQUIPPED WITH RAPID SHUTDOWN PHOTOVOLTAIC � 'TT DC DISCONNECMon M tO y.N1gR11lOpt ��•• �MWARN�NG: PHOTOWER i :Department FEJ 2a16SouthdsorBuilding J i' : L '-Y6i5 DUL TOWN vt i—im 1 Vd that this plan and apecificattcns ore tn. the proposed GWldttg or alterations to p� Street ', r '—r.^tant'. ststed In applle_tion and i W tU c"',ply with all zoning. f .. rSCra as shall be + vt'tnt during pendency �. lintel iesaanoa of a buildfMa i ct to tha c;,Mltlon that r,gul.ting truiiJ.ng shall be Tt.ess til<d with CCleft