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HomeMy WebLinkAbout105 BAYBERRY TRL Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# FINAL APPROVALS Date: Sprinkler# Estimated Cost $ rJ 3rZ Building COMPLETE RED BOXED AREAS Permit Fee $Occupancy Fee $ Engineering Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.forCO. SIGN ON REVERSE SIDE t Total Fee $ ti(o$-OD TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: ck- aroma Applicant W%x— _ Location of Work a Lot No. Applicant's Address Pc fC e e P-4 TPI Town �-ei A-.re p Zip 06410 Lic.# 0(0 5.5-',J Ht C � Owner Roe) J H t(,n Architect Owner's Address I IQ 5 g am b ink M7 L Architect's Address Zip Zip- Sq. Ft.New Area: 1 st FI. I � 2nd FFl 3rd FI. Total New Area Purpose of this permit S ,(,�,oc c� r7 Co 7 VQ a rY) 01.44n f-e-�l City Water] Well J Septic System J Sewer J Ins: HO SP rt. Area Basement Garage Approved by t Date !21 • 19 Use Group Construction Type A1g0 1Gb f— 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 �la ► a oaol 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 PERMITS/INSP PAYMENT RECPT# 20907899 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 09/06/19 TIME: 16 02 CLERK: pamelaaol DEPT: CUSTOMER#: 691972 TRINITY SOLAR PARCEL: CHG: BLDPRM BUILDING PERMIT 1548 00 AMOUNT PAID: 1548 00 PAID BY: TRINITY SOLAR PAYMENT METH: CHECK 26070 REFERENCE: 105 BAYBERRY AMT TENDERED: 1548 00 AMT APPLIED: 1548 00 CHANGE: 00 INSTALLATION OF NEW BAYBERRY TRAIL* ROOF MOUNTED PV SOLAR 105 BAYBERRY TRAIL H WIN DSO R r SOUTH , CT 06074 F ,► _ Issued/Revisions PI ISSUED TO TOwIIS IP FOR PERW &r]w019 VICINITY MAP ___CJITEc NO. DESCRIPTION DATE SCALE: NTS Project Title: MAIN,RONALD TRINITY ACCT#:2019-08-365339 Project Address: 105 BAYBERRY TRAIL SOUTH WINDSOR,CT 06074 41.822714,-72.535424 GENERAL NOTES GENERAL NOTES CONTINUED GENERAL NOTES CONTINUED ABBREVIATIONS CONTINUED S H E ET I N D E X Drawing Title: 1. THE INSTALLATION CONTRACTOR IS 8. THE DC VOLTAGE FROM THE PANELS IS 14. BJ CURRENT PREVAILING UTILITY JB JUNCTION BOX PV-1 COVER SHEET W/ SITE INFO & NOTES RESPONSIBLE FOR INSTALLING ALL ALWAYS PRESENT AT THE DC COMPANY SPECIFICATIONS, kCMIL THOUSAND CIRCULAR MILS EQUIPMENT AND FOLLOWING ALL DISCONNECT ENCLOSURE AND THE DC STANDARDS,AND REQUIREMENTS kW KILO-VOLT AMPERE PV-2 ROOF PLAN W/ MODULE LOCATIONS PROPOSED PV SOLAR SYSTEM IO DIRECTNS AND INSTRUCTIONS TERMINALS OF THE INVERTER DURING 15 THIS SET OF PLANS HAVE BEEN kW KILOWATT CONTAINED IN THE DRAWING PACKAGE AND DAYLIGHT HOURS.ALL PERSONS PREPARED FOR THE PURPOSE OF kWH KILO-WATT HOUR PV-3 ELECTRICAL 3 LINE DIAGRAM INFORMATION RECEIVED FROM TRINITY. WORKING ON OR INVOLVED WITH THE MUNICIPAL AND AGENCY REVIEW AND L LINE 2. THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM ARE WARNED APPROVAL.THIS SET OF PLANS SHALL MCB MAIN CIRCUIT BREAKER AP APPENDIX DrawingInformation RESPONSIBLE FOR INSTALLING ALL THAT THE SOLAR MODULES ARE NOT BE UTILIZED AS CONSTRUCTION MOP MAIN DISTRIBUTION PANEL EQUIPMENT AND FOLLOWING ALL ENERGIZED WHENEVER THEY ARE DRAWINGS UNTIL REVISED TO INDICATE MLO MAIN LUG ONLY DRAWING DATE: 8/20/2029 DIRECTIONS AND INSTRUCTION CONTAINED EXPOSED TO LIGHT. 'ISSUED FOR CONSTRUCTION'. MTD MOUNTED DRAWN BY: IG IN THE COMPLETE MANUAL. 9. ALL PORTIONS OF THIS SOLAR 16 ALL INFORMATION SHOWN MUST BE MTG MOUNTING REVISED BY: 3. THE INSTALLATION CONTRACTOR IS PHOTOVOLTAIC SYSTEM SHALL BE CERTIFIED PRIOR TO USE FOR N NEUTRAL RESPONSIBLE FOR READING AND MARKED CLEARLY IN ACCORDANCE WITH CONSTRUCTION ACTIVITIES. NEC NATIONAL ELECTRICAL CODE UNDERSTANDING ALL DRAWINGS, THE NATIONAL ELECTRICAL CODE NIC NOT IN CONTRACT System Information: COMPONENT AND INVERTER MANUALS ARTICLE 690&7D5. NO# NUMBER PRIOR TO INSTALLATION.THE INSTALLATION 10. PRIOR TO THE INSTALLATION OF THIS ABBREVIATIONS NTS NOT TO SCALE DC SYSTEM SIZE: 21.105kW CONTRACTOR IS ALSO REQUIRED TO HAVE PHOTOVOLTAIC SYSTEM,THE OCP OVER CURRENT PROTECTION AC SYSTEM SIZE: 16kW AMP AMPERE P POLE TOTAL MODULE COUNT: 67 ALL COMPONENT SWITCHES IN THE OFF INSTALLATION CONTRACTOR SHALL AC ALTERNATING CURRENT PB PULL BOX POSITION AND FUSES REMOVED PRIOR TO ATTEND A PRE-INSTALLTION MEETING 315 THE INSTALLATION OF ALL FUSE BEARING FOR THE REVIEW OF THE INSTALLATION A ALUMINUM PH C PHASE MODULES USED: HANWHA SYSTEM COMPONENTS. PROCEDURES,SCHEDULES,SAFETY AND AF AMP.FRAME PVC POLY-VINYL CHLORIDE CONDUIT MODULE SPEC#: Q.PEAK DUOO BLK GS 315 AFF ABOVE FINISHED FLOOR PWR POWER 4. ONCE THE PHOTOVOLTAIC MODULES ARE COORDINATION. AFG ABOVE FINISHED GRADE CITY QUANTITY UTILITY COMPANY: EVERSOURCE MOUNTED,THE INSTALLATION 11. PRIOR TO THE SYSTEM START UP THE AWG AMERICAN WIRE GAUGE RGS RIGID GALVANIZED STEEL UTILITY ACCT#: 51868704073 CONTRACTOR SHOULD HAVE A MINIMUM OF INSTALLATION CONTRACTOR SHALL C CONDUIT (GENERIC TERM OF SN SOLID NEUTRAL UTILITY METER#: 883586402 ONE ELECTRICIAN WHO HAS ATTENDED A ASSIST IN PERFORMING ALL INITIAL RACEWAY,PROVIDE AS JSWBD SWITCHBOARD DEAL TYPE: SUNNOVA SOLAR PHOTOVOLTAIC INSTALLATION HARDWARE CHECKS AND DC WIRING SPECIFIED) TYP TYPICAL COURSE ON SITE. CONDUCTIVITY CHECKS. CB COMBINER BOX 5. FOR SAFETY,IT IS RECOMMENDED THAT 12. FOR THE PROPER MAINTENANCE AND UAL UNLESS OTHERWISE INDICATED CKT CIRCUIT THE INSTALLATION CREW ALWAYS HAVE A ISOLATION OF THE INVERTERS REFER TO WP WEATHERPROOF MINIMUM OF TWO PERSONS WORKING THE ISOLATION PROCEDURES IN THE CT CURRENT TRANSFORMER +72 TRANSFORMER Rev.No. Sheet TOGETHER AND THAT EACH OF THE OPERATION MANUAL. CU COPPER +72 MOUNT 72 INCHES TO BOTTOM INSTALLATION CREW MEMBERS BE TRAINED 13. THE LOCATION OF PROPOSED ELECTRIC D DIRECT CURRENT OF ABOVE FINISHED FLOOR OR IN FIRST AID AND CPR. AND TELEPHONE UTILITIES ARE SUBJECT DISC DISCONNECT SWITCH GRADE P 1 P Vj 6. THIS SOLAR PHOTOVOLTAIC SYSTEM IS TO TO FINAL APPROVAL OF THE DWG DRAWING BE INSTALLED FOLLOWING THE APPROPRIATE UTILITY COMPANIES AND EC ELECTRICAL SYSTEM INSTALLER EMT ELECTRICAL METALLIC TUBING CONVENTIONS OF THE NATIONAL OWNERS. FS FUSIBLE SWITCH ELECTRICAL CODE. ANY LOCAL CODE 14. ALL MATERIALS,WORKMANSHIP AND FU FUSE WHICH MAY SUPERSEDE THE NEC SHALL CONSTRUCTION FOR THE SITE GND GROUND GOVERN. IMPROVEMENTS SHOWN HEREIN SHALL GFI GROUND FAULT INTERRUPTER 7. ALL SYSTEM COMPONENTS TO BE BE IN ACCORDANCE WITH: HZ FREQUENCY (CYCLES PER INSTALLED WITH THIS SYSTEM ARE TO BE A) CURRENT PREVAILING MUNICIPAL SECOND) -UL'LISTED.ALL EQUIPMENT WILL BE NEMA AND/OR COUNTY SPECIFICATIONS, 3R OUTDOOR RATED UNLESS INDOORS. STANDARDS AND REQUIREMENTS In GENERAL NOTES SOLAR IF ISSUED DRAWING IS MARKED WITH A REVISION CHARACTER OTHER THAN-A-,PLEASE BE ADVISED THAT FINAL EQUIPMENT AND/OR SYSTEM CHARACTERISTICS ARE SUBJECT TO CHANGE DUE TO AVAILABLITY OF EQUIPMENT. 2211 Allenwood Road Wall,New Jersey 07719 877-786-7283 NOTES:'REFER TO MODULE SPECS FOR MODULE DIMENSIONS 'DEPICTED MODULES MAY BE PORTRAIT OR LANDSCAPE UNIRAC CLAMP NEW PV SOLAR MODULE,TYPICAL (REFER TO SPEC SHEET FOR DETAILS) (REFER TO EQUIPMENT SCHEDULE FOR SPECS AND QUANTITIES) SOLAR MODULE SOLAR MODULE ♦ NEW MOUNTING FOOT/ATTACHMENT _ POINTS.TYPICAL (REFER TO ENGINEERING LETTER FOR SPACING xx UNIRAC'L"FOOT UNIRAC RAIL �5 AND DETAILS) `tp Q (REFER TO SPEC SHEET FOR DETAILS (REFER TO SPEC SHEET FOR DETAILS) �Z p NEW UNIRAC RAIL,TYPICAL TO BE MOUNTED PERPINDICULAR TO UNIRAC FLASHING EXISTING ASPHALT SHINGLES -- STRUCTURE(REFER TO UNIRAC (REFER TO SPEC SHEET FOR DETAILSI� (REFER TO ENGINEERS LETTER FOR SPECS) S co, SPECIFICATION/DATA SHEET FOR DETAILS) �2 5 NEW END CLIP,TYPICAL S.S.LAG BOLT APOC SEALANT I I � 2 (REFER TO UNIRAC SPECIFICATION I I. SOLAR MODULES SHALL NOT -• - DATA SHEET FOR DETAILS) EXISTING RAFTER EXCEED PEAK HEIGHT. J NEW MID CLIP,TYPICAL (REFER TO ENGINEERS LETTER FOR SPECIFlCATIOIj (REFER TO UNIRAC SPECIFICATION I DATA SHEET FOR DETAILS) "ATTACHMENT 8 CLIP DETAIL OPV MODULE ATTACHMENT ON ASPHALT SHINGLE ROOF HEIGHT FROM GROUND LEVEL TO PEAK OF ROOF Ill SCALE.NOT TO SCALE SCALE:NOT TO SCALE SCALE:NOT TO SCALE ARRAY SCHEDULE Issued/Revisions BACK m IuueororowRSRIa RJR xaarr yzWm19 _ (PROPERTY LINE) NO. DESCRIPTION DATE Project Title: \ MAIN,RONALD R3 R4 \\ \ TRINITY ACCT#:2019-08-365339 \ \\ Project Address: M e % 105 BAYBERRY\ \ UD R • \\ \\ SOUTH WINDSOR,CT 016074 $P ' \ \ 41.822714,-72.535424 \ ff \ ` Drawing Title: \ BACK VAC t (ED CD PROPOSED PV SOLAR SYSTEM R1 \ \ \\ Drawing Information \ \ \ \ DRAWING DATE: 8/20/2019 DRAWN BY: IG \ \ REVISED BY: \ FRONT \ System Information: \ \ DC SYSTEM SIZE: 21.10511l \ \ \ \ AC SYSTEM SIZE: 16kW TOTAL MODULE COUNT: 67 \ ` MODULES USED: HANWHA 315 FRONT \ MODULE SPEC III: Q.PEAK DUO BUl315 \----- UTILITY COMPANY: EVERSOURCE — (PROPERTY LINE) —--—- UTILITY ACCT#: 51868704073 NOTES: UTILITY METER#: 983586402 1.)ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE DEAL TYPE: SUNNOVA ROOF 1 WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. MODULES:49 2.)ARRAY BONDING TO COMPLY WITH MANUFACTURER SPECIFICATION. PITCH: 3.) ALL LOCATIONS ARE APPROXIMATE AND REQUIRE FIELD VERIFICATION. ORIENTATION:253 4) AN AC DISCONNECT SHALL BE GROUPED WITH INVERTER(S) NEC 690.13(E) Rev. No. Sheet ROOF 2 5.) ALL OUTDOOR EQUIPMENT SHALL BE RAIN TIGHT WITH MINIMUM NEMA 3R RATING. MODULES:18 6J ROOFTOP SOLAR INSTALLATION ONLY PV ARRAY SHALL NOT EXTEND BEYOND THE EXISTING ROOF EDGE. ^ w !P` , ^ PITCH:23 fu 1, VLJ ORIENTATION:73 ROOF 3 SYMBOL LEGEND PLUMBING SCHEDULE EQUIPMENT SCHEDULE MODULES:0 QTY SPEC# PITCH:23' INDICATES ROOF DESIGNATION.REFER TO INDICATES NEW UNFUSED PV DISCONNECT TO BE INDICATES NEW PV ONLY SUBPANEL ORIENTATION:343' RD ARRAY SCHEDULE FOR MORE INFORMATION LI� INSTALLED OUTSIDE (UTILITY ACCESSIBLE) SP TO BE INSTALLED 67 HANWHA 315(Q.PEAK DUO BUl 315) ROOF 4 PITCH:MODULES:0 INDICATES NEW PV SOLAR MODULE. c MODULES ORIENTATION: 23' a 1 SE10000H-USOOOBNC4 ORIENTATION:163' M INDICATES EXISTING METER LOCATION INDICATE PANELS THAT USE MICRO INVERTERS. ROOF 5 REFER TO EQUIPMENT SCHEDULE FOR SPECS. 1 SE6000H-US000BNC4 MODULES:0 OTHER OBSTRUCTIONS PITCH:23'AT INDICATES EXISTING ELECTRICAL PANEL (/�-��( INDICATES NEW PRODUCTION METER TO BE T t ORIENTATION:343' EP LOCATION: INSIDE U INSTALLED OUTSIDE. SOLAR -y ROOF 6 MODULES:0 PITCH:23' INDICATES NEW INVERTER TO BE ORIENTATION:163' INDICATES NEW FUSED PV DISCONNECT TO BE ® 2211 Allenwood Road INSTALLED INSIDE INSTALLED OUTSIDE. A REFER TO EQUIPMENT SCHEDULE FOR SPECS Wall,New le,sey 07719 877-786-7283 Engineer/License Holder. ARRAY CIRCUIT WIRING NOTES N ED 1EECTRICIAN AMMES ALL RESPONSIBILITY FOR DETERMINING ONSITE CONDITIONS AND SOLAR MODULES MOUNTED TO ROOF ON 2 ARRAYS EXECUTING INSTALLATION IN ACCORDANCE WITH 67-315W MODULES W/1 SOLAR EDGE P320 PER MODULE NEC 2017 3 STRINGS OFI4 MODULES IN SERIES-400Vmax '-- -------------- -------__, 2.)LOWEST EXPECTED AMBIENT TEMPERATURE BASED ON 8"x8" I ASHRAE MINIMUM MEAN EXTREME DRY BULB JUNCTION 8"x8" I TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO •3 STRINGS TO BE TERMINATED IN PARALLEL INSIDE INVERTER 1 IEW BOX C JUNCTION -----1 INSTALLATION LOCATION. LOWEST EXPECTED AMBIENT - BOX I TEMP=-16'C 1 STRING OF 12 MODULES IN SERIES-380 Vmax LJ I I 1 STRING OF 13 MODULES IN SERIES-380 Vmax fl I I 3.)HIGHEST CONTINUOUS AMBIENT TEMPERATURE BASED I I ON ASHRAE HIGHEST MONTH 2%DRY BULB 02 STRINGS TO BE TERMINATED IN PARALLEL INSIDE INVERTER 2 f TEMPERATURE FOR ASHRAE LOCATION MOST SIMILAR TO INSTALLATION LOCATION. HIGHEST CONTINUOUS TEMP= INVERTER :LNVERTER.#1 C D 33'C E B 4.)2005 ASHRAE FUNDAMENTALS 2%DESIGN a+ 'i (� TEMPERATURES DO NOT EXCEED 47'C IN THE UNITED --- �• j -- STATES(PALM SPRINGS,CA IS"A'C). FOR LESS THAN 9 CURRENT-CARRYING CONDUCTORS IN A ROOF-MOUNTED f a , i Issued/Revisions SUNLIT CONDUIT AT LEAST 0.5"ABOVE ROOF AND USING _- _ THE OUTDOOR DESIGN TEMPERATURE OF 47"C OR LESS 1 r r(ALL OF UNITED STATES) L1 L2 NFOm 00 i 5.)PV SYSTEM CIRCUITS INSTALLED ON OR IN BUILDINGSI SHALL INCLUDE A RAPID SHUTDOWN FUNCTION THAT vlti__------J ( ift--------J n nsuE0mT0wksew ws K1tWT vm/ma CONTROLS SPECIFIC CONDUCTORS IN ACCORDANCE WITH I II�L NEC 690.12(A)THROUGH(D) i NO. DESCRIPTION DATE 6.)PHOTOVOLTAIC POWER SYSTEMS SHALL BE PERMITTED `---------------------- 1 i Project Title: TO OPERATE WITH UNGROUNDED PHOTOVOLTAIC 1 SOURCE AND OUTPUT CIRCUIT AS PER NEC 690.41(A)(4) EXISTING M 240V 10 NOTE i MAIN,RONALD 7.)UNGROUNDED DC CIRCUIT CONDUCTORS SHALL BE 10120/240V I-I 200A MAIN BREAKER INTERNAL REVENUE GRADE MONITORING IDENTIFIED WITH THE FOLLOWING OUTER FINISH: UTILITY METER CONTAINED WITHIN SOLAR EDGE INVERTER TRINITY ACCT#:2019-08-365339 POSITIVE CONDUCTORS-RED 200A BUSBAR SOLAR EDGE PN.RWND-3D-240-M8 NEGATIVE CONDUCTORS=BLACK NEC 210.5(C)(2) Project Address: 8.)ARRAY AND SUB ARRAY CONDUCTORS SHALL BE#10 PV WIRE TYPE RHW-2 OR EQUIVELANT AND SHALL BE a MAIN LUG SUBPANEL I 105 BAYBERRY TRAIL PROTECTED BY CONDUIT WHERE EXPOSED TO DIRER 240V 100A 1� SOUTH WINDSOR,Cr06074 SUNLIGHT.SUB ARRAY CONDUIT LONGER THAN 24'SHALL I 4 SOUTH WI 1DSOR Cr 06 LL CONTAIN 5 20 CURRENT CARYING CONDUCTORS AND LOCKABLE 100A DISCONNECT 100A UNFUSED .. 35424 WHERE EXPOSED TO DIRECT SUNLIGHT SHALL FUSED W/90A FUSES DISCONNECT 2p40A 1 CONTAIN 5 9 CURRENT CARRYING CONDUCTORS. zaov 1 zaov 1 .. I Drawing Title: 9.)ALL WIRE LENGTHS SHALL BE LESS THAN 100'UNLESS lee 00001 e e e"0 o e 2p6OA OTHERWISE NOTED m =01I 7pi PROPOSED PV SOLAR SYSTEM 10.)FLEXIBLE CONDUIT SHALL NOT BE INSTALLED ON ROOFTOP AND SHALL BE LIMITED TO 12"IF USED OUTDOORS R 11.OVERCURRENT PROTECTION FOR CONDUCTORS DRAWING DATE: 9/20/2019 __-_ _ {LLLOJJJI I On - - "' On` "' ,I I 1 Drawin Information f�" -T m -OJ- -aome0o- -aeoaeo - t` --� CONNECTED TO THE SUPPLY SIDE OF A SERVICE SHALL BE C r LOCATED WITHIN 30'OF THE POINT OF CONNECTION NEC EXISTING MAIN BREAKER LOAD CENTER SQUARE D SQUARED DRAWN BY: IG 705.31 INSULATED LINE TAPS INSTALLED ON PN:D323N DU222RB, REVISED BY: MAIN FEEDERS 12.)WHERE TWO SOURCES FEED A BUSSBAR,ONE A NEC 705.12(A) System Information: UTILITY AND THE OTHER AN INVERTER,PV BACKFEED BREAKER(S)SHALL BE LOCATED OPPOSITE FROM UTILITY NEC 705.12(B)(2)(3)(b) DC SYSTEM SIZE: 21.1O5kW AC SYSTEM SIZE: 16kW 13.)ALL SOLAR SYSTEM LOAD CENTERS TO CONTAIN ONLY TOTAL MODULE COUNT: 67 GENERATION CIRCUITS AND NO UNUSED POSITIONS OR LOADS MODULES USED: HANWHA315 MODULE SPEC#: Q.PEAK DUO BLK-GS 315 14.)ALL EQUIPMENT INSTALLED OUTDOORS SHALL HAVE UTILITY COMPANY: EVERSOURCE A NEMA 3R RATING UTILITY ACCr#: 51868704073 CALCULATIONS FOR CURRENT CARRYING CONDUCTORS - UTILITY METER M 883SB6402 REQUIRED CONDUCTOR AMPACM PER IN } DEALTYPE: SUNNOVA , [NEC 690.9(8)(1)I:(15.00'1.25)1=18.75A AWG#10,DERATED AMPACITY AMBIENT TEMP:33'C,TEMP DERATING FACTOR:.96 Rev.No. Sheet PV MODULE SPECIFICATIONS RACEWAY DERATING=10 CCC:0.50 " (40'.96)0.50=19.20A HANWHA 315(Q.PEAK DUO BLK-G5 315) ^ ` , 19.20A'-18.75A,THEREFORE WIRE SIZE IS VALID Imp 9.41 NOTE:CONDUIT TYPE Slit ILL BE CHOS N 51 T,Ir IN ALLATInN Coy RAcro; P Vmp 33.46 TO MEET OR EXCEED NEC AND LOCAL AWL'REQUIPI MLNM S TOTAL AC J3 67.00A1.2S 1.25-83.75A RED CONDUCTOR AMPACITY Voc 40.29 A #6 THWN-2 GEC TO EXISTING GROUND ROD G 1"CONDUIT W/2-#8THWN-2,1-#10THWN-2,1-#30THWN-2GROUND AWG#4,DERATED AMPACITY Isc 9.89 B 1"CONDUIT W/2-04 THWN-2,148 THWN-2,148 THWN-2 GROUND H #10 PV WIRE(FREE AIR)W/#8 BARE COPPER BOND TO ARRAY �' �� AMBIENT TEMP:30'C,TEMP DERATING:1.0 INVERTER#1-SE10000H-USOOOBNC4 INVERTER#2-SE6000H-USOOOBNC4 P 0 RACEWAYDERATING`-3CCC:N/A C 1"CONDUITW/30-#10THWN-2,1410THWN-2GROUND 1 1-CONDUIT 95A'1.0=95A DC AC DC AC 95A'_83.75A,THEREFORE AC WIRE SIZE IS VALID Imp 27 Pout 10000 Imp 16.5 Pout 16000 D 1"CONDUIT W/6410THWN-2,1410 THWN-2 GROUND CALCULATION FOR PV OVERCURRENT PROTECTION Vmp 400 Imax 42 Vmp 390 Imax 125 FF VCONDUITW/4-910THWN-2,1-#10THWN-2GROUND SOLARTOTAL INVERTER CURRVoc 480 OCPDmin 52.5 Voc 480 OCPDmin 31.2S 67.00A•1.25=83.75A ENIsc 45 Vnom 240 isc 30 Vnom 240 1"CONDUIT W/2-#6THWN-2,1-#10THWN-2,1-#10THWN-2GROUND 2211 Allenwood Road ->90A OVERCURRENT PROTECTION IS VALID Wall,New Jersey 07719 877-786-7283 'Ar" IFU-v ,.tt -Ir-IS-340: uu4sillom tam MCW--Cjo� kz�, qqj jo SR Impim fir 1-7 Pm FA� WESTSHORE DESIGN ENGINEERS, P.C.100 GREAT OAKS BLVD. ISUITE Iis ALBANY I NEW YORK 1 12203 To: Trinity Solar 7 McKee Place Cheshire, CT 06410 Date: August 23,2019 Ref.: 19080856 Subject: Ronald Main 105 Bayberry Trail South Windsor, CT Dear Trinity Solar, The following references the Ronald Main residence in South Windsor,CT: 1 Existing Roof Framing_ Roofs 1&2: Conventional framing is 2x6 at 16"o.c.with a 12' span(horizontal rafter projection). This existing structure is capable to support all the loads that are indicated below for this photovoltaic project. 2. Roof Loading - 4.33psf dead load(modules plus mounting hardware) - 30psf ground snow load - 5.7psf roof materials(1.7psf 2x6, 1.5psf sheathing,2.5psf asphalt shingles) - Exposure Category B, 130mph wind This installation design will be in general conformance to the manufacturer's specifications,and complies with all applicable laws, codes, and ordinances, 2018 CT International Existing Building Code, International Residential Code/IRC 2015. The spacing and fastening of the mounting brackets is to have a maximum of 48"o.c.span between mounting brackets.The brackets shall be staggered and secured using 5/16"diameter corrosive resistant steel lag bolts.A minimum of 2.5"of penetration per lag bolt is required, which is adequate to resist all 125mph wind live loads including wind shear. Per NDS Section 11.1.4 clearance holes equal to the diameter of the shank need to be bored into a primary framing member for the full length to the threaded portion of the screw to avoid splitting of the framing member. Thank you. Westshore Design Engineers ����0�... N/�/��•,,�� . .A ` NO.32451 Z. Exp.1.31.20 8/23/2019 John Eibert Nicolas Nitti, PE r Project Coordinator President WestShore Design Engineers 1 100 Great Oaks Blvd.I Suite 1151 Albany,NY 12203 1518.313.7153 na iiribw`� ctltcetloee ete v� .,,a '"I th" P'&* MNLet yo eltesl100" /o M trAaplee o! t11e DO°G°ne0 :reeled �t r tOtetfief ertRf< smend:'..r `"r,�����Dflfwi flied with 01- a^d nrdN�on Ow « 3'ad" and sat• ,t aw" P9064" . .seued ell the y,ear.: :nPw d vi too""' left M Ml—0 eu - Htgs-11 'ht/ � foci-.•1nL 1>ullltl�S1 ,�deA end nrelneea�e -,nlflp►led with Asipwiped The" WAd "41 /21IC-I;lM l CP �/.•l�psetor C—C/ -ERETT 0. . ARDNER 8 AS CIATES 576OLD;-'�;, TOLLAND, COA(N,-.. '.;UT '06084 7 ri N, 1-/70 41. ,Its' ;/C N Alr 0 x4 is It 13. 'c3---- N ZV 0 0 >4 0 N6. 4395 2 -4- SID NkIR 'rn r r AL Z%,3 Z 12 0 —7� 220 � r�5.6 13�.OS/ ? t 1 E/P VA 1-7 0- 2)6 W Elp W W 215 Z14 Z15 la zlt : 17 S U' b (j Z' PERMIT PLAN c0tv Of N LAND OF U. & R. HOUSING CORP. 1"A ,4 "GREEN RIDGE", SECTION III" r,#;;�, 4+-�- LOT #50* 0 46.kk; Afflftj" *-� TOWN OF SOUTH WINDSOR, CONNECTICUT r",% SCALE: 1 " = 401 Certified substantially correct. L. S. #4395 Sept(e�, ezr'elO, 1976 Tolland, Conn. Elev. base = B. M. 32 - San. sewer map 4C REFERENCE: "Resubdivision - remainder of Parcel "A, G -een-Ridge Section III Z 1" 40' Feb. 5, 1976 by Everett 0. Gardner." C0V1-r0Q1RS co V-4-r 43%z 7-15, Alr PROFESSIONAL ENGINEERS LAND SURVEYORS DII� SEP 161992 South Windsor BUILDING DEPARTMENT WOO ted at J rJR _ r together wtth am ndmP s si at�d fRe¢f with plan and I igr,e to car ,f3u d llding an sta to t:,ws and 4 i(h issued DY the Build!nq Departrr.<•.ni d.—. ,. of Ih!s application and final Issusn" Of a b permit; pign®d a-- 7'hie plan Is aporov_d Sub)ect to the eos011 M,h p►ders and ordinances regulating buAdif{ sr•-+f !complied with. Ggoditionally, Approved Th"O mod Wq- Pupoing IjtapeCtOA +W ���1 CiplVI i ATION Or M I NG CUICi}''Lhki`�L _roposed building(s), use(s) and/or structure': -as shown on this plan appear(s) to be i deck Iconformance with current South Wind- regulations. Variances and special excep".::- W1 � � pvcrkaf C .�a� . Zo n Enforcement officer EVERETT O. GARDNER 8 ASSOCIATES 57S OLD POST ROAD TOLLAND, CONNECTICUT 06084 `Zc�L-na-Zso-r^ 2.64 � .22 � 0 No. 4395 L f O O Z 4' Z 1 \ .0 0, �L (t1 CC ZZG M \ •••i���NA1.�t,�+++ ♦J F3F Z I g N \ ••��grrsmall Zta I 53 � 2►a \ � 1 , E/P 1,11T°-42= 38"W E/P - -- w �r2�5, 215 Z14 17 _010 SS 3 PERMIT PLAN L t pp F C O/y••i• \ � LAND OF U. & R. HOUSING CORP. , 0� ...�---�'F''•. N LOT #50, "GREEN RIDGE", SECTION III" 6��P ���s ���y v� TOWN OF SOUTH 41INDSOR, COPJNECTICUT W p.Cul SCALE 1 " = 40' No. 4395 Certified substantially correct. �••••��RFG/STEREO CO `yD S RV Q �'✓l - --�t� L. S. #4395 Septem er 10, 1976 Tolland, Conn. Elev. base = B. M. 32 - San. sewer map 4C REFERENCE: "Resubdivision - remainder of Parcel "A, Green Ridge Section III 1" = 40' Feb. 5, 1976 by Everett 0. Gardner." scAN -- 220 cxls'tn1G COt-1T0Ui2S 2Zo "1z0pOSEp CO RS PROFESSIONAL ENGINEERS LAND SURVEYORS i . n - --owiq 05 c_�T� '��y'�_:��N©R v J EVERETT O. GARDNER & ASSOCIATE; 576 OLD POSTROAD TOLLAND, CONNECTICUT 0GO84 jL 1 \1 ZJ \ 1 0 f II MORTGAGE SURVEY LOT ISO, "GREEN RIDGE", SECTION III" �Pr���`t °' °�,��c►,, TOWN OF SOUTH UINDSOR, CRIl. O SCALE: 1 " = 40' p No. 4395 �1 Certified substantially correct �-SF C/SiEKE� � Building located as stiown, S(/gyEY�R zoning regulations not violated. SURV 101t M q 1INN'E DD October 15, 1976 r r-• �J r; PROFESSIONAL £NG1NE£RS LAND SURVEYORS_, / 1 VERETT 0. GARDNE IATES 576 OLD;:�;� ULLA.ND, CONNE- CUr '06084 L 004% Ilk e, g! of CO Nj'. 0 .It NO. 4395 Z 4- Zi 1P to 0%31 % in M k I SO'B e, MT 0 1,1 1-7 0--+Z 3 8"W EJP W W- Z14 Z13 JCL \211 17 • a •S Ipjq PERMIT PLAN . L\ 1 9) )li% V CON LAND OF U. & R. HOUSING CORP. — a. 64� LOT #5031 -- "GREEN RIDGE", SECTION III" 'TOWN OF SOUTH WINDSOR, CONNECTICUT SCALE: I" = 401 No. 4395 Certified substantially correct. 00 GIST SUR El L. S. #4395 Sept<efmer�10, 1976 --- Tolland, Conn. Elev. base = B. M. 32 - san. sewer map 4C REFERENCE: "Resubdivision - remainder of Parcel "A, Gr Ridge_--_, Section III AnA =,,.40' Feb. 5, .1976 by Everett 0. Gardner." N ZZ-0 RS z PROFESSIONAL ENGINEERS .5ub com-ratyp-s LAND SURVEYORS 14AY 0 South Windsor GUILDING DEPARTMENT Ili';.. t 1 r vGE I a Y r'ropcscd building,$), USE:,) a,-;d�'or structures, 3s shown on this plan appear(s) to be it .rformance 4vith current Sauth Windsc•• ;:Jlations. Variances and special exception. .,,y apply. S/ ite Fgf^rc--meat officer c.,pres of the proposed sirridins or stteratior;s .. netted at ,tr together with amendments stated in application n tiled with plan and I agree to comply with all zoninr Building and state laws and such orders as shall h issued by the Building Department during pendenc of this application and final issuance of a buildin; permit. Signed This plan is approved subJec to the condition that 1 orders and ordinances regulating building shall be complied with. Conditionally Approved These filed with �ull0ing Inspector Clerk PAUI _ „e a 7 g3c- EVERETT O. GARDNER & ASSOCIATES 57.q OLD POST ROAD TOLLAND, CONNECTICUT 06084 xo L 7J �.�07" 6 r 0 Q Z S A• •, �p;^ No. 4395 :v 0 2 RR � 2 in F F Z Z G C9 220 L,Zi 6G�' \ t ' 0 2 J E/P KA 1-7 0 36"W E`p- — -- -- 2�5 214 z►3 Ia Z11 25• '1 2LOJU \. 3I y��;J�e�r"rYl ElP �7r��zz Z 3 *N1 i PERMIT PLAN L LAND OF U. & R. HOUSING CORP. �.�''oF,CO"'ti�'••. Ny1 v LOT #509 "GREEN RIDGE", SECTION III" I'P,�Q�,tt °' TOWN OF SOUTH WINDSOR, CONNECTICUT 6�m,�W`' %,z SCALE 1 " = 40' -4 i No. 4395 Certified substantially correct, ffCISTEaE�10' ' •00 v �SURVEV� } � ✓ �'<-tom L. S. #4395 Septem er 10, 1976 Tolland, Conn. Elev. base = B. M. 32 - san. sewer map 4Cr; REFERENCE: "Resubdivision - remainder of Parcel "A, Green Ridge - Section III 1" = 40' Feb. 5, 1976 by Everett 0. Gardner. " ZZO rXtS'Z'%NG C4NT0QV:?. _:�_z PROOOSFO GOta�o�C�S � PROFESSIONAL ENGINEERS LAND SURVEYORS 'j FVLRETT O. .••."UtIE' : A (7)�'! ;7fil�L.� , ' -' TC1 LAIVD, CUNLCTICUT 06084 r V; /�TES i,iiTROAD h' �. \,u 1 \ ;T (� r� `T.— + ..ORTCAGE SURVEY r 0' + RIDGE", LOT :�0 G,cEC�I S + TOWN OF SOUTH '!IIIDSOR, C61m. ����'`-x' SCALE 1 " — 40' p`� No. 4395 Certified -,UbS-canti al 1 y correct Bu 11 d i on l ova tcd aS I Obill ,(,1h-F�!SiERE0,4� � YDn A zoning recgulations r t violated. USURVE URVE,.•►�'"° f /p ..r � 1 q n 1 October 15, 1916 rRO!-ESSIONAL ENGINURS.— LAND SURVEYORS_ ( J WESTSHORE DESIGN ENGINEERS, P.C. W� - 100 GREAT OAKS BLVD. I SUITE 115 ALBANY I NEW YORK 1 12203 To: Trinity Solar 7 McKee Place Cheshire, CT 06410 Date: August 23, 2019 Ref.: 19080856 Subject: Ronald Main 105 Bayberry Trail South Windsor, CT Dear Trinity Solar, The following references the Ronald Main residence in South Windsor,CT: 1. Existing Roof Framing Roofs 1&2: Conventional framing is 2x6 at 16"o.c.with a 12' span(horizontal rafter projection). This existing structure is capable to support all the loads that are indicated below for this photovoltaic project. 2. Roof Loading - 4.33psf dead load(modules plus mounting hardware) - 30psf ground snow load - 5.7psf roof materials(1.7psf 2x6, 1.5psf sheathing,2.5psf asphalt shingles) - Exposure Category B, 130mph wind This installation design will be in general conformance to the manufacturer's specifications,and complies with all applicable laws, codes, and ordinances, 2018 CT International Existing Building Code, International Residential Code/IRC 2015. The spacing and fastening of the mounting brackets is to have a maximum of 48"o.c.span between mounting brackets.The brackets shall be staggered and secured using 5/16"diameter corrosive resistant steel lag bolts.A minimum of 2.5"of penetration per lag bolt is required, which is adequate to resist all 125mph wind live loads including wind shear. Per NDS Section 11.1.4 clearance holes equal to the diameter of the shank need to be bored into a primary framing member for the full length to the threaded portion of the screw to avoid splitting of the framing member. Thank you. Westshore Design Engineers ♦♦ F ,♦ o.......... .......F� NO.32461 /CENS1. -Z* $ Exp.1.31.20 « 8/23/2019' John Eibert Nicolas Nitti,.PE- Project Coordinator President - - WestShore Design Engineers 1100 Great Oaks Blvd.I Suite 1151 Albany,NY 12203 1518.313.7153 V Ilpd �?t6llMW od"i. si>r,'IG l:% ,.4:°.: s.ss.•;�.,• Oa/Silfs,tl that tl"l ptpo aa.,ci+•niilwr,tr.y'ace v� �PNa a1 tAo t>oatwsad hulWlnQ or atrssstiena to a. s,t�snted � �¢athef With amrn. .- Yfnye. ied with pia.. en, i7 ap iovuee ys, 3Wlding and tl.I. ANY W141 all 10nine ,Se ued LT tAa H.41i 1 _ "1dja Ha *h"I,6. It this, ellwit.tinn ., 't' aS IeAdOr!Q iattttit, W of a 6et11Ci� Stggatl nam Dlau (s �Mon_vcn �uL Otdc to tb* dow /! and erOi.vnrxs r••a:. ,.. f� th.' aawpi.d with, tl# Dvlwh= thwj b. f Y A,txdv�d l oe FFms,! Madwlta M Co. liiata �• q s � APPLICATION FOR TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 PERMIT NUMBER: DEPARTMENT DECISION 2Q APPLICATION IS HEREBY: 1g oo (57 APPROVED: BLDG.PERMIT NUMBER: DATE INSPECTOR LOCATION OF WORK: Y APPLICANT: OWNER: TYPE OF STRUCTURE: M ►C,e f o'lz'twU.wv �Q ,- / A l O NEW BUILDING NAME: s r QjkQ NAME: 'w►') .f/rl/j ( L I� ❑ADDITION PHONE NUMBER: )-d 3-701- $71`1 PHONE NUMBER: (T Gn L2 Co I� ���q 7 Q9 EXISTING BUILDING ADDRESS: M C_K r I` 'C ADDRESS: i Yj h - / I L/9� /I' T- �� TYPE OF USE: l 1 I tESIDENTIAL o COMMERCIAL ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: �(� �y�,� ,i)v(�In�l ✓11✓� '/D f- 6 7 SIZE OF SERVICE: n12 r, L"17�Q A r) `d S O SIZE OF MAIN SERVICE: NUMBER OF METERS: NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST: NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED: C. NUMBER OF A/C CIRCUITS: FEE SCHEDULE:S18 PER S1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS NUMBER OF OUTLETS: $1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) 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 PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: (012(-405 CI TYPE:_ STATE: CT SIGNATURE OF APPLICANT: � ( ti Lili1 DATE: of lid" l�_ aolq,DJ9(os N;z-knjo�� LLA) ,LK f0ML&nr)--,:54,--v1-4iDn U-1— "I'M/M 1 c� � dX`� i�tl�vr Arm � lc.�v +Ja )15, 7�i�M 5uppn/4r a 3"Zn mavc- x�-'�` VV/�hG� �u ►nod o�' �� n0G ua- I '3�y�X �� ��l/ ' �-am� a.123j�� 62�1 b n 0i-,C>4 hvnj 70 beewn w3►n nA, hNOV A *� r �p V nh I � � ► / i/ �^ �� of I xg Pan wA ,A,i 1 'A t. ( l C-7� /4 1 Z"/p GENERAL SPECIFICATIONS SIZE17.1x y' ' AREA DDEPTH--- TO SHAPE `= _ r. c �= _- PERIMETER �f 4/ TEMPLATE NO. / CUSTOM TILE SIZE x TILE COLOR + ; COPING f ` n _ �� COPING COLOR /�/C j-, (_ ^ POOL CAPACITY e GALS. 1 PUMP CAPACITY G.P.M. MOTOR H.P. H.P. + `� : � FILTER 1 r SO. FT. 3 ' ��g �' \ /= L `. FILTER RATE -7 — G.P.M. In" TURNOVER i HRS. 0`1 { �V 1 \ ��- VACUUM LINE & SKIMMER RETURN LINE MAIN DRAIN i SKIMMER MODEL BACKWASH TO x OF '. ' FILL LINE ANTI-SYPHON VALVE f l ff HEATER SIZE -? ' BTU t0; GASLINF BY -- VENTED BY R LIGHT CLOCK TL ;��• � � \\��_ ,t ELECTRIC BY ✓ - _ ---- --- 1/ Et ECTRICAL BONDING BY: ! POOL CLEANER \, r' CHLORINATOR BOARD-SIZE COLOR - BOARD SUPPORTS- UFO-rY'^l Tile ` I LADDER-Model Tile: SLIDE-;: w.1t0r HOUkUD II , ROPE RINGS W ROPE & FLOATS ; t GRADINv rC DIRT WALK _ I STUB PLUMB a ❑ NO TRACTOR SIZE TILE & COPING SAP TN - - DECK BY -- -- - TREES, ETC. NOTE SCALE 1 8' = 1'00 ', •�r C PERMfT OFFICE CONCRETE REMOVAL BY: — -- - SALES OFFICE �_ _ E .SF f PAiSED BOND RF PHONE NO. _.. — MGR. (,t�I ,S'�FG L �E�jAe JOB NO. _ _ ---_--- ___ . SAL ESMAN f�FT> GC 9/T _ MAP BOOK N0. SWIMMING POOL + � r LEGEND POOL SETBACKS FROM: BUYER: LEGAL DESCRIPTION NAME TO DETERMINE APPROXIMATE ELEVATION —__ w . e ADDRESS H SE- ----- --- --- ----- - -- --- -�—•__ POOL SUCTION ft. of �� O GAS METERLINE-- ' OF POOL ON DAY OF EXCAVATION REAR PROPERTY LINE - _ — - BUYER: N—N— POOL�— RETURNS__- ft. of_. ELECT. PANEL SIDE PROPERTY LINE__ _ — _.— POOL AREA TO BE FENCED, PER COUNTY OR CITY ORDINANCE GATES TO BE SELF LOT—'- --- ---- ___ ___ NO•---- --- _ SWEEP LINE— ft. of_ II GATE �ALVEs CROSS STREETS EQUIP.SETBACK$ EROM: CLOSING AND SELF LATCHING. c- _ r• - -- f - TRACT =�= LIGHT HOUSE I / / p 11r� RES. PHONE BUS. PHONE -- 1.:? " ._� _• ._ ------- FILL LtNF — _ __ ft. of_ �� � I - ----- BUYER: --- - ---- - -- --- -- — --- - ---- --- BOOK -- -- PAGE _ BLOCK------ 7a1-• •- S SPA SUCTION ft. of LIGHT JUNCTION WET DOWN CONCRETE SHELL AT LEAST AUTr+ORiZED t� L� BOX REAR PROPERTY LINE_-__ 46,��---- -- TWICE DAILY FOR 7 DAYS. --- - ----- ---- ----- -- - - �:�, .-� SPA RETURN ft. of SIDE PROPERTYyLINE - - -- MAILING ADDRESS 5 HOSE BIB DO NOT TURN ON POOL LIGHT WHEN POOL / EQUIPMENT DEALER f -- ------ GAS LINE _- --ft' SKIMMER REQUIRED FENCE HEIGHT­ ELECTRIC ____ IS EMPTY, II DO NOT USE RUBBER HOSE WHEN FILLING --- --- -------- - ----------- ---- --- - -------- --- -- _ y - - - ELECTRIC LINE ft. POOL AS IT WILL MARK PLASTER �o,� AP 9015-5 1900679 PERMIT NUMBER BUILDING PERMIT DATE: 09/11/2019 GIS ID:08100105 FEE: 468.00 MUNIS APPLICATION# 201901965 BUILDING DESCRIPTION: APPLICANT., LOCATION NAME: TRINITY SOLAR ADDRESS: 105 BAYBERRY TRAIL ADDRESS: 7 MCKEE PLACE OWNER: MAIN RONALD D&JUDITH A 105 BAYBERRY TRAIL CHESHIRE,CT 06410 DESCRIPTION OF WORK: INSTALL 67 ROOF MOUNTED SOLAR PANELS w ti 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 9/11/2019 3:24 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900395 TO W N Off S C=' H-w-I N 1) -I -- PERMIT NUMBER ELECTRICAL PERMIT DATE: 09/11/2019 GIS ID:08100105 FEE: 1080.00 MUNIS APPLICATION# 201901965 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: TRINITY SOLAR ADDRESS: 105 BAYBERRY TRAIL ADDRESS: 7 MCKEE PLACE OWNER: MAIN RONALD D&JUDITH A 105 BAYBERRY TRAIL CHESHIRE,CT 06410 DESCRIPTION OF WORK: INSTALL 67 ROOF MOUNTED SOLAR 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 9/11/2019 3:25 PM T14E FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE