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Home My WebLink About180 MOHEGAN TRL APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 1',3d6ZZq APP V 1540 SULLIVAN AVENUE Bldg. Permit# hp 644-2511 ext. 230 Date Building Ins o 13e, Application must be printed or typed FEE SCHEDULE � -n O L�catio�n of Job: $041,000=$15.00 l t Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 50L�- C 17- 1 APPLICANT ADDRESS 7/y 15&Q( 5-T ISU APPLICANT'S PHONE# el 6.12L1- 70a OWNER ��N ' AQ-(Z EMI N SFgC OWNER ADDRESS A-0 /tit-0066,40- TCLq�L OWNER PHONE (F60 - 6 y y- 4238 ESTIMATED COST$ �/ Z IS THIS A CONTRACT COST? Yes No x 16. FEE ENCLOSED$ TYPE OF JOB: SQ•R.Co New Installation Alteration/Addition/Repair 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 ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ 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 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 5 L4.4�-1c^j 2R — au Sots cS r-7. ?SS�kw 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 C�I2S3o� F I CT CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT y^�L� DATE SwOty Date: 13 Dear Sir or Madam: This letter is to verify that FY ��-'rX-'� F r ' `�' is an authorized representative and employee of SolarCity Corporation and is authorized to pull any and all permits and any other project-related documents as needed for the following project- Address: Description: Solar panel roof mount installation System size: -7 5 5 Start Date: Sincerely, STATE OF ' NNECTICUT FLECTR WAL i.N L i Xr I T k D CONTRACTOR D RRELL R MIC'H'ILEK 3 FRAN-KIE U-4 Darrell Michalek PLIN:OUTFI,CT ('-6786-7022 CT Electrical License ELC. 0125305-E1 ELC.0125305-Et 10/01/2012 09/30/201.3 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 180 MoheganTrai HVAC# 13000-AR n Date: Sprinkler# Estimated Cost $ C� FINAL APPROVALS Permit Fee $ 90 . Building COMPLETE RED BOXED AREAS Occupancy Fee $ 16 Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. ► •� SIGN ON REVERSE SIDE t Total Fee $ l O a. o0 TO THE BUILDINA DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ �� The undersigned hereby applies to do work according to the following: Applicant 1 ' A Location of Work C-1-L0,74 eSj orL__ -4,4 Lot No. Applicant's Addre s J&RRma r. Tel # OYQ-2 Q"O E 9 Town �+ - Zip(J 6 "r--Lic.# 3fO,709 Owner—.53e to Ooh,3 Architect - Owner's Address / ?Q Architect's Address %. Ith,clye/ (i,[ _Zip - Zip Sq. Ft. New Area: 1 st FI. 2 ¢ 2n� FI. 3rd FI. Total New Area Purpose of this permit l7PC 1p - City Water J Well 0 Septic System .J Sewer J a 6/30J005/ Ins: HO P Cert. Area Bas Garage Approved by Date - Use Gro Construction Type Revised 1108 I hereby agree to conform to all the requirements oft of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspect of any alteration in the p or specifications of the Building for which this permit is asked,and agree that this building is be located the proper distance om all street lines,side yard lines,and required distances from all other zones and�islocated ih w is building and its u 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 INSPECTION FIELD SHEET 02/03/14 Printed by Peart, Dayshell 12 58 34 ' INSPECTION: 59829 FOOTING PERMIT: STATUS APPLICATION: 201301004 LOC: 180 MOHEGAN TRAIL SOUTH WINDSOR PROPERTY ID: 60300180 OWNER: TARR SHERMAN G & JANET B CONTRACTOR: REQUEST BY: PROJ DESC: 12 X 18 DECK. WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 02/03/14 UNPAID FEES 00 Date Time MILEAGE 00 TIME TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 02/03/14 ROSE N/A B002 FOUNDATION 02/03/14 ROSE N/A B003 FRAMING (ROUGH) 07/29/13 DOUG PASS BO10 FINAL BILL @ 860-205-9020 02/03/14 ROSE N/A E003 ELECTRIC ROUGH Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 180 Mohegan Trail Date: '7 -/ ,9-- / 3 HVAC# 1300111379 Sprinkler# Estimated Cost $ 2 -SNo_,Q� FINAL APPROVALS Permit Fee $ ,Y- Building COMPLETE RED BOXED AREAS Occupancy Fee $ l 10 Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. y- ► SIGN ON REVERSE SIDE t Total Fee $ ,5s, TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) 5---o Sl y S- The undersigned hereby applies to do work according to the following: Applicant ` Loo7cation of Work '� Lot No. Applicant's ddress n N Tel # 840 2 0 Town Zip Lic.# Owner —� Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 141a 2nd FI. �— 3rd FI. z Total New Area Purpose of this permit City Water❑ Well ❑ Septic System J Sewer❑ oet 3o 4zg , Ins: HO SP Cert. Area Basement Garage Approved by Date - -�/ Use Grour�'_ 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 locate rdiafe from all street lines,side yard lines,and required distances from all other zones and is located in which t s building and its use is wed. Signed I hereby apply for a Certificate of Occ an for a work describ this application for the permit. Sianed DO NOT WRITE BELOW HIS LI INSPECTION COMMENTS • INSPECTION FIELD SHEET 02/03/14 Printed by Peart, Dayshell 13 03 35 INSPECTION: 59983 FOOTING PERMIT: - STATUS APPLICATION: 201301028 LOC: 180 MOHEGAN TRAIL SOUTH WINDSOR PROPERTY ID: 60300180 OWNER: TARR SHERMAN G & JANET B CONTRACTOR: REQUEST BY: PROJ DESC: 18 X 5 BALCONY DECK. WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 02/03/14 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 02/03/14 ROSE N/A B002 FOUNDATION 02/03/14 ROSE N/A B003 FRAMING (ROUGH) 07/29/13 DOUG PASS BO10 FINAL 02/03/14 ROSE N/A E003 ELECTRIC ROUGH 7-EVERETT 0. GARDNER a A SSOCCIATES OLD PQSI'HOAU-'---- TOLLAND, IV E CTI-CUTz.0608477777 s 0 CY. YK DEG ��' �� p NUJ Aj m L C; NJ A 13 ii 12, MORTGAGE SURVEY LOT #35, "GREEN RIDGE% SECTION 11 TO',..!.4 OF SOUTH WINDSOR, CONNECTICUT SCALE: I " = 401 Certified substantially correct. Building located as shown, Zoning regulations not violated. May 26, 1976 L.S. #8169 FOR EVERETT 0. GARDNER & ASSOCIATES certify to Savings Bank of Rockville, and to Connecticut A1- 6torneyls Title Guaranty Fund, Inc. that this survey is substantially correct, Class A-2. 11 X PROFF SSIONAL ENGINEERS -- LA&MSURVo7MMS r . D t1UL 7 2013 bouui Vvhlosor BUILDING DEPARTMENT u 1Mt 6lif(liid:. C� (. TCrtiN Of Yi�UTN YfiNuiu his certified that this plan and apeeifteations are tru• :oples of the proposed bu#ding o1 aitoretiohs to bo :rected at Q`~ Street 'ogethgr with am d nts stated In applieONon anc Jed with plan and agrae to comply with all zoning. 3.,ilding and state laws and such orders as shall be issue a D;dldmg gent during pendenci •t this appl' ation and final Issua of • bulldlnp Pe tt. signed 'bis Plan Is appr ed subi- o the c Tdltion that trdv�rs and ordin nce-s ulating building shall bs __mpti.�tl v.i[Tt. :ondttionally Approved These Hied with guild ing Insp<ctor Cterl uta No. CERTIFICATION OF ZONING COMPLIANCL Proposed building(s), use(s) and/or structures) as shown on this plan appears)to be in conformance with current South Windsor regulations. Variances and special exceptions may apply. Date 7 - i1 -)3 ni orcement Officer 3 EVERETT-0. GARDNER' TOLLAND. CO.'VVECTjCtj-.-r,6CS.: Ir f 0 r q 14 Q V rn CIA nj M C) T F-11 MORTGAG.E SURVEY LOT ?"'35, "GREEN Ojq II r%-L U-z _ 'L TO%rj 4 0 F SOUTH WINDSOR, CONNECTICUT SCALE. 1 " = 40' Certified substantially correct. shown, located as sho zoning regulations not violated. N I-lay 26, 1976 L.S. 93169 EVERETT 0. GARMER & ASSOCIATES certify to Savings Bank of Rockville, and to Connecticut Attorney's Title Guaranty Fund, Inc. that this survey is substantially correct, Class A-2. 3 JUL t,,� soutil V411', Z.011 BUILDING DEPARTMENT - ,ti ns are trv. this ;Ian an, .pc._iji 04 the proposed buijd,nl,, off a!teratlo"s to b,0 'e%-d at Ti 'h�r n ann v 2gre,to comptly with aii zoning, 0;dOrs JS Shall b� during Pendency is approved 11C."ion id final n<;e of a b'uildini u'Id n i sut;;1em c-e 1 lcr tha- -.d s 'e ing b ng shail De 'i.no,.ajly Appro These flied with p-ctor Clerl CERTIFICATION OF ZONING COMPLIANCE P'OPOSed building(s), use(s) and/or structure(s) as shown on this plan appear(s)to be in conformance with current South Windsor regulations, Variances Jec/L v,.?0(tzjyLuViand special.e . 9 tiO s may apply, Date Zoning n cl ement Officer -_�: "S�: �'..s'i Yx.>. •w�;�.rr..,rrra....w+-...—a:.�w•....-..or..r«a..'••*.y:::.f.....wn rs.rya.»..�+.._..`:•!•w...=...:�..-^r..d;�o,_.=;..+a,.wq_:c,..�;�r.�, _ _ .! .�^,�y�� EVE -T P.GARDNER & ASSOCIATES 3io OLD POS!'HOAR" TOLLAND, CD.'JNFCT/CL+:_OoL'SJ ='Z� .,i ..+•Tyr-w.a-<.q....'.� _ '. _ . _ •�. ___ - _ _ :.I�. lane eX v�LK +ox�' • :^ N ( t ffl Cr �I \ r 9, \• us �. .:?t 1 ZS•O t. i' M O H c-GJ-1l`t MORTGAGE SURVEY LOT35, "GREEN RIDGE", SECTION II TOWN OF SOUTH WINDSOR, CONNECTICUT I ' SCALE; 1 " = 40' j Certified substantially correct. �! Building located as shown, e zoning regulations not violated. L.S. #8169 May 26, 1976 FOR EVERETT 0, GARDNER & ASSOCIATES , I certify to Savings Bank of Rockville, and to Connecticut Attorney's Title Guaranty Fund, Inc. that this survey is substantially correct, ; i Class A-2. PROFESSIONAL ENGINEERS f 1• _ Li+,Yn SURvr V0,4.S 1 1 TO Tits sOP►es ` �1 (} ;..Puy Ju togethe, med with nF gui101nB 1 + Issued r. ,t thls d�' ��mlt. ,1.�, •,nal Signed cols Plan 1 tl to -,,,dots " 11��5�• gyp,pnc0 a C,ortO,Uun -J� 'lerK t + rildlnB No 1 EVERETT O. GARDNER & ASSOCIATES 576OLD POST ROAD TOLLAND, CONNECTICUT 06084 0-m { I I m Qi k 1146. 41. 2 F,' 7-1 1 o rfi 19, c I MOHEGA.�i TR.Al► � MORTGAGE SURVEY ••~//IIIIq�' 1 '•p• f c Q- /y LOT #35, "GP,EEN RIDGE", SECTION II S�ALEWN OFI SQUT401:JINDSOR, CQNNECTICUT cnP'�� s- I LL Certified substantially correct. No. 4395 Building located as shown, ,�Fc,s:,REo, •r.+' i zoning regulations not violated. RYE("Osu •• ..• ; �IIINY••I L.S. #8169 � May 26, 1976 i FOR EVERETT 0. GARDNER & ASSOCIATES L r . I I i PROFESSIONAL ENGINEERS LAND SURVEYORS ti k _ -\•.. � Neva.._�', �I� � � —. _� � FAY!..=.� �sit�•4:7' N �. III � � '• �- �:. �. — !jl'I LOT #35, "GREEN RIDGE", SECTION II TOWN OF SOUTH WINDSOR, CONNECTICUT SCALE: 1 " = 40` L.S. #.8169 FOR EVERETT 0. GARDNER & ASSOCIATES Street vo s_ ``1 J \�bg c°pt A 11/^1V�1II atEct ,P Vt J tog`tt` t t oona`tsha\t dog, o t M V� � (bts P ° G otaPts "OvI a�uo (J tot I', .aat°a LOT #35, "GREEN RIDGE", SECTION II TOWN OF SOUTH WINDSOR, CONNECTICUT SCALE: I " = 40' Ie L.S. #8169 FOR EVERETT 0. GARDNER & ASSOCIATES .0. GARDNI:n�6 A&r TES OL DPOS r iiOA ,EVERETT TOLLAND. CO.vivECTICU.T C6CS-J 7 ;a P Ir ti Ll p! y z i i.e) Ltd 7-V s \I \ yC1�C IN, MORTGAGE SURVEY LOT #35, "GREEN RIDGE% ccr-770N II T0'.-!14 OF SOUTH WINDSOR, CONNECTICUT SCALE: 1 " = 40' Certified substantially correct. Building located as sho-wn, zoning regulations not violated. L.S. #3169 I-lay 26, 1976 FOF EVERETT 0. GARDNER & ASSOCIATES • I certify to Savings Bank of Rockville, and to Connecticut Attorney's Title Guaranty Fund, Inc. that this survey is substantially correct, Class A-2. trite tlon' QE4R• �nd.sv�'ttoc+ �a �� ah�t t.,le Ptb�\lGtnP•c� � �Q�ttrt"`t P,•,ap5 j s rna tf•t' ct tre ^n Zonln li g eM�l pq.a n0 4� 1 _ „`,r d.,curR,a yyrYtdllil'�� i at �� \•. go tM p,E v96 G a qdN .,,ta APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Appl' n eby: BUILDING DEPARTMENT PROVE 1540 SULLIVAN AVENUE 15 UO!�CU. 644-2511 ext. 230 Bldg:Permit# IUD�t�3� Date B ilding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 1 YjO Mo4�gw Tvo.\\ Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT A G,tQr, APPLICANT ADDRESS _691 ShQ41e., Newkx,,� Ave, Ne,,,., 23(. 1�.n , c-T obo-Z APPLICANT'S PHONE 4 'Sbo .3a 1-1•1 uo l OWNER S hcs.rncr. i acc DW N SFq< OWNER ADDRESS r5b CIj OWNER PHONE Ito . 6�1u.4"�3X C ESTIMATED COST$ •-1 IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ d p ° TYPE OF JOB: OR-C New Installation X Alteration/Addition/Repair 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 k RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ 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 NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A IC CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 2lQckr';cc,,� W.,,k Gc tn-zA(Lll0.�-;on a� q, SO1cX N-N vtc>� rfx3\ -V THE UNDERSIGNED H EARBY 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 o l q-7rq q ELC CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT C" DATE Electric # 15/J y,�00 APPLICATION FOR BUILDING PERMIT Plumbing# �6 >�6 Q n / HVAC# 1 ► Date: Sprinkler# 00634, Estimated Cost $ 11q,000•oo FINAL APPROVALS Building COMPLETE RED BOXED AREAS Permit Fee $ IQ Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. 0. SIGN ON REVERSE SIDE 4 Total Fee $ in TO THE BUILDING E RTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant 'TTec- Sola lr Location of Work I SSO T-1 oh_@oho�n—T�o:.\ _Lot No. Applicant's Address 7- 66 f'6- Rd 5D.+ S%iJe 200 Tel # 4j 60 . boy.4?38 Town Zip oC-00 Z Lic.# 06353gV Owner Sherrner, 'Tpee Architect _ Owner's Address 190 Architect's Address _ Zip Zip— Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit Solo 'P,! to�rE yY�t7.•� �r.a.s-4.•,c, o�c 3o miud ,l-a. — City Water ..I Well J Septic System J Sewer J Ins: HO SP Cert. Area Basement Garage Approved by Date 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 j1his building a its use is allowed. 4 Signed - - - -- -- I hereby apply for a Certificate of Occupan for the work described in this application for the permit. Signed _ -- - — DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 12/04/15 Printed by Peart, Dayshell 15:20:58 INSPECTION: 80507 PERMIT: STATUS: APPLICATION: 201501490 LOC: 180 MOHEGAN TRAIL SOUTH WINDSOR PROPERTY ID: 60300180 OWNER: TARR SHERMAN G & JANET B CONTRACTOR: REQUEST BY: PROJ DESC: INSTALLATION OF AN 8.1 KW SOLAR PV ROOF MOUNT. CONSISTING WORK ORDER: INSPECTOR: RESULT: REQUESTED: 2 01/15 PRIORITYWIN SCHEDULED: 12/03/15 AM COMPLETED : 32103410 � UNPAID FEES: .00 Date Time MILEAGE: .00 TIME: TRAVEL ONSITE COMMENTS: ROB ® 860-377-4584 ALL INSPECTIONS: INS-PHur INSPECTOR RESULT INSP DESCRIPTION 12/03/15 ROSE PASS E010 ELECTRIC FINAL NMI' u• u■. STRUCTURAL ENOWNEERS M F I� October 1,2015 Mr.Michael Morrison C-TecSolar 542 Hopmeadow Street PMB 130 Simsbury,CT 06070 RE: Tarr Residence Solar Installation 180 Mohegan Tarr South Windsor,CT 06074 Structural Assessment of Roof Framing 111PP Project No: 15-2616 Dear Mr.Morrison: Pursuant to your request,MPP Engineers has performed a limited structural evaluation of the roof framing at the above referenced site to determine if the roof has adequate capacity to support the proposed solar panels.Our analysis was based on the framing information and configurations provided by C-TecSolar.It is our understanding that the structural components of the existing roof framing are in good condition.It is further understood that all existing connections between the various roof framing members,including ceiling joists,rafters,and collar ties,are adequate to resist the current loading conditions and behave in the manner that a typical rafter and ceiling tie system is intended to behave prior to installation of the solar panels. Results Roof 1—adequate to support the proposed solar panels. Structural Data and Code Information Our analysis was performed in accordance with the requirements of the 2013 Amendments to the 2005 State Building Code of Connecticut which has adopted the 2009 International Residential Code.Per page 17 of the 2013 CT Amendment,section R301.6—"Roofs shall be designed for the 30 pound snow load indicated in Table R301.2(1)."According to Table R301.2(1)of the 2009 International Residential Code,the specified 30 pound snow load corresponds to the ground snow load.The roof framing was analyzed in accordance with Section R104.11 of the 2009 International Residential Code which allows for alternate approved design such as using the ASCE 7 code for determining actual snow loads on roofs(e.g. deriving flat or sloped roof snow loads from the specified ground snow load referenced in Table R301.2 (1)). The proposed roof area for the solar panels of this residence is framed with roof rafters and collar ties in a gable configuration.The existing roof structure is in a good and has one layer of asphalt shingles.The MPP Engineers,LLC 134 South Main Street,Suite D I Allentown,NJ 08501 609-489-5511 (Phone) 1 609-489-5916(Fax) Tarr Residence Solar Installation 180 Mohegan Tan: South Windsor,CT 06074 pertinent data is listed below: Roof 1: Roof Rafters: 2"x 6"(#2 Hem-Fir Assumed) Spacing: 16"O.C. Roof Slope: 20 Degrees Horizontal Projected Length of Rafter (Horizontal Projection): 11.70 feet Ceiling Joists: Present Collar Ties: Present Roof Sheathing: Plywood Sheathing Condition of Framing: Good Roof Covering: Asphalt Shingles Ground Snow Load,Pg: 30 PSF from Table R301.2(1) Importance Factor,I: 1.0 Exposure Factor,Ce: 1.0(Partially Exposed) Thermal Factor,Ct: 1.1 with Panels(Cold Roof) 1.0 existing condition(Warm Roof) Design Snow Loads On sloped roof. 21.00 PSF(Existing—Unobstructed Warm Roof) 19.25 PSF(New Condition—Slippery Surface on Cold Roof) Basic Wind Speed: 100 AIPH from Appendix R of State Building Code Importance Factor: 1.0 Exposure: B Analysis Results: General Considerations ➢ The proposed solar panels consist of solar panels which impose a total weight of approximately 2.5 to 3 pounds per square foot(PSF)on the roof surface.From a practical standpoint,the International Residential Code allows up to 2 roof coverings on a residential dwelling.Each layer of roofing i ses a 5 to 3.0 PSF on the roof.From this perspective,since the existing ro as only a single layer of slyngles,a second layer is allowed to be added by the code without ana nd es essentially weighs the same as the proposed solar panels. ➢ Materials such as metal roofs or solar panels are considered slippery surfaces. Since the solar panels are mounted slightly above the roof line,it would be conservative to consider a thermal factor Ct of 1.1,treating the panel surface as a cold roof rather than as a wane roof.Based on the roof slope and considering it as a slippery surface,the snow load is reduced by 8%(1.75 PSF) compared with the snow loading directly on the existing shingled roof surface.This reduction partially offsets the weight of the solar panels. Page 2 Tarr Residence Solar Installation 180 Mohegan Tarr South Windsor,CT 06074 Gravity Loading: Roof 1 —adequate to support the proposed solar panels. It is our understanding that the panels will be installed using Ironridge XRL Rail racking with Ecofasten L-feet at approximately 48 inches on center(e.g.every two to three rafters).The leveling feet will be fastened directly into the existing joists with 5/16"diameter lag screws with a minimum embedment of 3" In addition,it is important that the leveling feet support locations be staggered between adjacent panels so that no single rafter supports more load than under the existing conditions. Wind Loadine: Based on our calculations,the net wind loads imposed on the roof framing with an attachment spacing as indicated above will be less than the current loading on the roof framing. In addition,provided that the leveling feet are attached to the roof framing members in a typical staggered fashion,the overall wind loading imposed on the structure and the individual framing members will not be impacted to any great extent. If you have any questions regarding this matter,please feel free to contact my office at 609489-5511. We appreciate the opportunity to assist you with this evaluation. Sincerely, MPP Engineers,LLC Asma Faruqi \��',.�C^•�J,'^'''O 'J VC ur u�Ashutosh Patel P.E. CT Prof.Eng.Lic.No.27155 Page 3 iM } , N cn LLJ :. • .opLLJ c. . rt , i .• ca very crutch �; Lo .. (COD loco) .� . 180 Mheg-j. Traii s • — 1 1 I 200A MEP IN 1 .;BASEMENT ' °' •r;:, 1 DISCONNECT .. 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U)o INVERTER#1 z O0 "w o #MODUL STRING #STRINGS w 5 w (n S2 wa w a i�a cc CD JFOW OPERATING CURRENT: AMPS Z Z n i w SHORT CIRCUIT CURRENT: AMPS LL> LL w p OPERATING AGE VOLTS ( ) ( )SYSTEM COMPRISED OF 30 HYUNDAI HiS-S270RG BK 270WATT MODULES IN ww : >I-H SYSTEM VOLTAGE. VOLTS SERIES WITH (30) M215-60-2LL-S22 MICRO INVERTERS w Q=m INTERACTIVE PHOTOVOLTAIC POWER: p i 5 MAX AC CURRENT: 27 AMPS @240V APPROX. 6,450W AC Z NOMINAL VOLTAGE: 240 VOLTS SHEET: ARRAY SPECIFICATIONS: LOAD CALCULATIONS: STRUCTURAL SPECIFICATIONS: MODULE SPECIFICATIONS: INVERTER SPECIFICATIONS: LABEL SCHEDULE: NOTES: #OF MODULES: 30 ARRAY WEIGHT: 1407 RAFTER SPECIFICATIONS: MNFCTR: HYUNDAI MNFCTR: ENPHASE SEE E-1 #OF ARRAYS:2 #OF ATTACHMENTS:72 SIZE:2"X 6" O.C.: 16" MODEL: His-S270RG(BK) MODEL: M215-60-2LL-S22 LINESIDE TAP:NO #OF INVERTERS:30 WEIGHT PER SPAN: 140" SIZE: 64.6"X 39.3"X 1.4" WEIGHT: 3.5LBS BACKFED BREAKER:YES #OF STRINGS:2 ATTACHMENT: 19.5 WEIGHT: 37.9LBS o o SERVICE UPGRADE:NO ORIENTATION: WEIGHT PSF: 2.7 COLLAR TIES EFF./o. 96/o PORTRAIT ARRAY SQ.FT.: 525 JOIST SPECIFICATIONS: PTC: 241 A W VOLTAGE: 240V MAXIMUM AC POWER: 27A loom ROOF MATERIAL: SIZE: 2"X 8" O.C.: 16" STC: 270W NOMINAL FEED-IN VOLTAGE: 240V ASPHALT SHINGLE DESIGNS AND INSTALLATIONS MEET ALL BUILDING AND FIRE CODE REOUIREMENTS FOR THE STATE OF CT,AS WELL AS PER N.E.0 2005r2OO&2011 �I NOT TO SCALE4 FOR REFERENCE ONLY 0 LL M U ATTACHMENT DETAIL4co W a .j ° IRONRIDGE XRL MOUNTING p0 W ji F- U W J (onLof�CD U °00 ao 00 DD ECOFASTEN L-FOOT F- Er-� Q VV 5 w � 3 /V2 X /1 6 ! 11"W ge IhcxrPage 20 of 10 e�c w I Mr.I}avd I.1 aggan Page 20 of 20 G W LAG SCREW IronRtdge XR 10 Rail,Roof Flash Mounting System-Stnarural Anidy%is N Q. z � WITH A MINIMUM I R O N R I D G E fahnlated,alae,am hascd.r,the(olh,wing criteria: v, � � � 3" EMBEDMENT Building mean roof height-30 8 w MW F<- X R 10 RAIL 2. Risk Category 1 0 z 0 0 3. Solar maximum module long dimemion is 07.5 inclk:s fax 1'aNe 1 A-9A and 78.5 inches for Q O E TaNes IR-9B. 4. Provide?in.clear heissoen rrn f and rail O Q U a a APPROX. 4" 5. Gd camilcser span dmax1=0.40 x maximum span fmm alxwc taNes Z 6. No rail splices i endare sp nO W TO BOTTOM 7. No rail splices in middle 1'3 of interior spans 7 W Z F g. Single simple spargsl. Spew listed in the WNes atvsr may be multiplied Isy 1 IHt for (� 0 axnintrc,us mils of d ox mire spans W c Z a w a LL Z 2 S C9Ud R 0 N R I D G E Our analysis aswmcs that the rails,including tlx ttxvtcctioty and c x iateJ harJwxrc.arc irtstallcoi 0 W LLlOP in a workmanlike manna in accordance with the Aroolkidge Ra f.Mount Insulation Manual`bl Y O g Q MOUNTING IronRidgc and generally aacpted standards of construction practice.Additional information is m O a Z s,ailaNe at the IronRidge wch site,IrunRidge.eom. Verification of PV Module capacity w support 0 �p HARDWARE the loads associated with the given arrax shall N(he m—ponttlrlrty of the Contractor w OsxTxr arwl Z LL Y O WATERPROOF not IronRidge or Starling Madiscm Lofyuist. S2 w tow F to H >H U wa wa x�a ROOFCAULK E C O F A S T E N Ilx adequacy of the mpportin&roof framing is to he determined he olhc�ty. 0 0 O J F WO FL N WZo pC Z Please(eel free to contact me at your cortvcnictrce if you hale any yw•atio m. tu- a LLww O=� Respc+cifully yours. JZ) Tres N'antcr.P.F.. •`*` O 2 Di g Design vision Manager . 1/3'A6 SHEET: Starling]dadison L,fquicy once fi,mwhinq 4rucru A and Forrmic Enpirxem _ DESIGNS APD INSTALLATIONS MEET ALL BUILDING AND FIRE CODE REQUIREMENTS FOR THE STATE OF CT,AS WELL AS PER N.E.0 2005/2"12011 www.hho-green.cwn/saar/en PERL P ,t E i R Li i q:;r ' — --- Higher Cell Efficiency t- Ql h, Conventional Selective-Emitter Cell:Max.19.3% Ao r.,,,t. ,ne• Enhancing quantum efficiency PERL Cell:Max.20.4% Aer ��• `�. 1s at short wavelength 4Z . Higher Module Output tit� N Minimizing front contact \\\%� ,-.N resistance 275 W,280 W,285 W - �White backsheet Hyundai Heavy Industries was founded in 1972 and is a Fortune 500 company.The company employs more than 48,000 people,and has a global "` Mi,, • Minimizing back side electron- leading 7 business divisions with sales of 51.3 Billion USD in 2013.As one of our core businesses of the company,Hyundai Heavy Industries Is hole pair recombination ,tras,� • �Lower Temperature Coefficient committed to develop and invest heavily in the field of renewable energy. °A1iB5F Enhancing quantum efficiency • at Ion wavelength Lower output loss at higher temperature Hyundai Solar Is the largest and the longest standing PV cell and module manufacturer in South Korea.We have 600 MW of module production • 9 9 capacity and provide high-quality solar PV products to more than 3,000 customers worldwide.We strive to achieve one of the most efficient PV Minimizing back contact Affordable Price u nor.rfr+mdr modules by establishing an R&D laboratory and investing more than 20 Million USD on innovative technologies. resistance Premium mono-crystalline technology with affordable price PERLMono-crystalline Type HiS-S265RG(BK)I HiS-5270RG(BK)I HiS-S275RG(BK) Mono-crystalline Type Black-Series Nominal output(Pmpp) W 265 270 27S Vl(''r hanica! ht3r�3CterIStics Voltage atPmax(Virl V 313 31.4 316 Current at Pmax(Impp) A &5 8.6 87 998 mm(39.291(W)x 1,640 mm(64.577(L)x 35 mm 038')(H) Open circuit voltage(Voc) V 38.1 381 38.4 Approx.17.2 kg(37.9 Ibs) Short circuit current(Ix) A 9.0 9 2 93 60 cells in series(6 x10 matrix)with PERL technology(Hyundai cell,Made in Korea) output tolerance % +3/-0 No.of cells&connections PCs 60 in series 4 C certified (1 ed(LI cables with polarized weatherproof connectors, Cell 6'Mono-c talline silicon with PERL technology IEC certified(UL listed),Length 1.0 m(39.4') type rys (Hyundai cell,Made in Korea) Module efficiency % 16.2 16.5 16.8 IP68,weatherproof,IEC certified(UL listed) Temperature coefficient of Pmpp %yK -0.45 •0.45 -0.45 3 bypass diodes to prevent power decrease by partial shade Temperature coefficient of voc 9" -033 -033 -0.33 Front:Anti-reflective coating low-iron tempered glass,2.8 mm(0.11 Temperature coefficient dlsc W60K OD32 0.032 0.032 Encapsulant:EVA Back Sheet:Weatherproof film A All cata at SrC(Standard Test Conditions)Above data may be charvWd without prior notice Clear anodized aluminum alloy type 6%3(Black color) Module Diagram unit:mm,ixlU IN Curves o...w " —sx High Qualit', e . trva,• � —zrc • 6C IEC 61215(Eil and IEC 61730 by VDE .xn1n rspri UL listed(UL 1703),Class C Fire Rating ` H N°g oeaax wit Output power tolerance+3/-0% man— osrin— , Nr SLOT 1MU ISO 9001:2000 and ISO 14001:2004 Certified f: iarecla` mrcoa� Advanced Mechanical Test(8,000 Pa)Passed(IEC) /Mechanical Load Test(401bs/ft')Passed(UL) , DEML. Ammonia Corrosion Resistance Test Passed .xeu 1°CA.) IEC 61701(Salt Mist Corrosion Test)Passed 6 GAI tl , woo—rtt"a• r A J 91rn/D'1 C zc_1 .1 (ID ON'1 socnow< 10 years for product defect tW�M 10 years for 90%of warranted min.power 25 years for 80%of warranted min.power � -- — -------- Installation Safety Guide� 46'Cs2 Only qualified personnel should install or perform maintenance. -40-85'C s rnportant Notice on warranty Be aware of dangerous high DC voltage. DC 1.000 V 0EC1 The warranties apply only to the PV modules with Hyundai Heavy Industnes Co.,Ltd's Do not damage or scratch the rear surface of the module. DC 600V(UL) logo(shcwtt below)and product serial number on it. Do not handle or install modules when they are wet. —� --_ 15 a I Primed Date Seprembn 2014) e E C HYU N DAI Zi R ,;x Saiesayurketindg.,75,YulgollJongno-gu,Seoul 1'o-793,Korea HYU N DAI s w eras r Fl.,H unaai 81 +.,.' HEAVY INDUSTRIES Co.,LTD. Tel:+82-2-746-8406,4671,7635,8525 Fax t+82-2-746-7675 HEAVY INDUSTRIES CO-LTO. Enphase"'M215 Microinverter//DATA Enphase"Microinverters INPUT DATA(DC) M215-60-2LL-S22-IG/S23-IG/S24-IG Recommended input power(STC) 190-270 W Maximum input DC voltage 48 V Enphas& M215 Peak power tracking voltage 27 V-39 V Operating range 16 V-48 V Min/Max start voltage 22 V/48 V Max DC short circuit current 15 A OUTPUT DATA(AC) 0208 VAC @240 VAC Peak output power 225 W 225 W Rated(continuous)output power 215 W 215 W Nominal output current 1.03 A(A rms at nominal duration) 0.9 A(A rms at nominal duration) Nominal voltage/range 208 V/183-229 V 240 V/211-264 V Nominal frequency/range 60.0/57-61 Hz 60.0/57-61 Hz Extended frequency range' 57-62.5 Hz 57-62.5 Hz Power factor >0.95 >0.95 Maximum units per 20 A branch circuit 25(three phase) 17(single phase) Maximum output fault current 850 mA rms for 6 cycles 850 mA rms for 6 cycles ' EFFICIENCY CEC weighted efficiency,240 VAC 96.5% CEC weighted efficiency,208 VAC 96.5% Peak inverter efficiency 96.5% Static MPPT efficiency(weighted,reference EN50530) 99.4% Night time power consumption 65 mW max MECHANICAL DATA The Enphase M215 Microinverter with integrated ground delivers increased energy harvest and Ambient temperature range -40°C to+65°C reduces design and installation complexity with its all-AC approach. With the advanced M215, the DC Dimensions(WxHxD) 171 mm x 173 mm x 30 mm(without mounting bracket) circuit is isolated and insulated from ground, so no Ground Electrode Conductor(GEC) is required Weight 1.6 kg(3.4 Ibs) for the microinverter. This further simplifies installation, enhances safety, and saves on labor and Cooling Natural convection-No fans materials costs. Enclosure environmental rating Outdoor-NEMA 6 FEATURES The Enphase M215 integrates seamlessly with the Engage Cable, the Envoy' Communications Compatibility Compatible with 60-cell PV modules. Gateway`"", and Enlighten"', Enphase's monitoring and analysis software. Communication Power line Integrated ground The DC circuit meets the requirements for ungrounded PV arrays in NEC 690.35.Equipment ground is provided in the Engage Cable.No PRODUCTIVE SIMPLE RELIABLE additional GEC or ground is required.Ground fault protection(GFP)is integrated into the microinverter. -Maximizes energy production No GEC needed for microinverter - More than 1 million hours of testing Monitoring Enlighten Manager and MyEnlighten monitoring options -Minimizes impact of shading, -No DC design or string calculation and millions of units shipped dust, and debris required - Industry-leading warranty, up to 25 Compliance 0.4-UL1 41/and 10 .1 FCC Part 15 Class B,CAN/CSA-C22.2 NO.0-M91, 0.4-04,and 107.1-01 - No single point of system failure Easyinstallation with Engage ears g y y Frequency ranges can be extended beyond nominal if required by the utility Cable [e] enphase $�E To learn more about Enphase Microinverter technology, [e] enphase- E N E R G Y C US visit enphase.com E N E R G Y 0 2014 Enphase Energy.AN rights reserved.AN trademarks or brands in this document are registered by their respective owner. LECEIVE]D 4 20 WindDepar �6(a r f, T-4E B'.':,DMG DEPT. TOWN OF SOUTH W1NWVf 1 i'Is r>, •,;,,r this plan and specifications are tru, vf,;-kcC bullding or alterations to be e�ad.bC 2i Stroll _•� in application an" iy with all Zoning, ' rs as shall be ` :ring pendency ca of a bulldinl condition that —Ilding shall be 1 Culu y •, eU TLasa 1110d WOO Bal.-•ns' i'S�eciOf f50 C)r-,2�� 201400036 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 02/03/2014 GIS ID:60300180 FEE: 10.00 MUNIS APPLICATION# 201301028 BUILDING DESCRIPTION: APPLICANT " LOCATION NAME: MANNING CONSTRUCTION ADDRESS: 180 MOHEGAN TRAIL ADDRESS: 23 BUTTERNUT DRIVE) ; OWNER: TARR SHERMAN G&JANET B EAST HARTFORD,CT 06118`° - 18Q MOHEGAN TRAIL t SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 18 X 5 BALCONY DECK. 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 2/3/2014 1:04 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 201400035 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 02/03/2014 GIS ID:60300180 FEE: 10.00 MUNIS APPLICATION# 201301004 BUILDING DESCRIPTION: APPLICANT: LOCATION NAME: MANNING CONSTRUCTION ADDRESS: 180 MOHEGAN TRAIL ADDRESS: 23 BUTTERNUT DRIVE' a OWNER: s TARR SHERMAN G&JANET B EAST HARTFORD,CT 061181. 180 IMOHEGAN TRAIL SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 12 X'18 DECK. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY HE BUI G DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING FFICIAL 2/3/2014 12:59 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500636 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 10/27/2015 GIS ID:60300180 FEE: 210.00 MUNIS APPLICATION# 201501490 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: C-TEC SOLAR ADDRESS: 180 MOHEGAN TRAIL ADDRESS: 542 HOPMEADOW STREET OWNER: TARR SHERMAN G&JANET B PMB 130 180 MOHEGAN TRAIL SIMSBURY,CT 06070 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALLATION OF AN 8.1 KW SOLAR PV ROOF MOUNT. CONSISTING OF 30 MODULES. 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 10/29/2015 3:56 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 14000637 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 11/25/2014 GIS ID: 60300180 FEE: 150.00 MUNIS APPLICATION# 201401640 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: JULIEN QUIRION ADDRESS: 180 MOHEGAN TRAIL ADDRESS: 453 FOSTER STREET OWNER TARR SHERMAN G&JANET B SOUTH WINDSOR,CT 06074 '180 MOHEGAN TRAIL ` SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: TEAR OFF TWO LAYERS,'APPLY ICE AND WATER SHIELD,6 FT MINIMUM DRIP AND RAKE EDGING,SYNTHETIC PAPER,AND RIDGE VENT. SPECIAL CONDITIONS: ` .. ALL WORK TO BE DONE IN ACCORDANCE-WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. K. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 11/25/2014 3:26 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE L 1300038Q TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 07/30/2013 GIS ID: 60300180 FEE: 90.00 MUNIS APPLICATION# 201301004 BUILDING DESCRIPTION: APPLICANTi, LOCATION NAME: MANNING CONSTRUCTION ADDRESS: 180 MOHEGAN TRAIL ADDRESS: 23 BUTTERNUT DRIVE.', OWNER: s-h TARR SHERMAN G&JANET B EAST HARTFORD,CT 06118 180, MOHEGAN TRAIL '-SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 12 X 18 DECK: SPECIAL CONDITIONS: ' ALL WORK TO BE DONE IN ACCORDANCE'WITIi,TIIE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. v 5 e a usry CONSTRUCTION TYPE: - OCCUPANCY GROUP: LL BUILDING OFFICIAL 7/30/2013 12:32 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 13000379 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 07/30/2013 GIS ID: 60300180 FEE: 45.00 MUNIS APPLICATION# 201301028 BUILDING DESCRIPTION: APPLICANT>" LOCATION NAME: MANNING CONSTRUCTIONi' ADDRESS: 180 MOHEGAN TRAIL ADDRESS: 23 BUTTERNUT DRIVE,, i �' ;y ' OWNER: .TARR SHERMAN G&JANET B EAST HARTFORD,CT 06118 - 180 MOHEGAN TRAIL SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 18 X 5 BALCONY DECK.- 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 7/30/2013 12:16 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500400 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 10/27/2015 GIS ID: 60300180 FEE: 390.00 MUNIS APPLICATION# 201501490 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: C-TEC SOLAR ADDRESS: 180 MOHEGAN TRAIL ADDRESS: 542 HOPMEADOW STREET OWNER: TARR SHERMAN G&JANET B PMB 130 180 MOHEGAN TRAIL SIMSBURY,CT 06070 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ELECTRICAL WORK FOR INSTALLATION OF A SOLAR PV ROOF MOUNT. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY TIIE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/29/2015 3:57 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE