Loading...
HomeMy WebLinkAbout27 CADBURY Electric # 0 C 3` APPLICATION FOR BUILDING PERMIT Plum',)ing# HVAC# (4-A a41a Date: Sprinkler# 53 Estimated Cost $ 16, :Pe FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. SIGN ON REVERSE SIDE 4 Total Fee $ 2 TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $0 The undersigned hereby applies to do work according to the following: Applicant Location of Work __ Lot No. Applicant's Address r: r. su c P�r7� O D P el # 7 Town 3/oov✓I t P V Zip Lic.# 3 y 41 Owner ,Pt' _Architect Owner's Address u L M Architect's Address se iJ- W i J ii Zip Zip Sq. Ft. New Area: t st FI. 2nd FI. 3rd FI. /r Total New Area Purpose of this permit �A �� le7 Pi r ,O " 1�O D .T City Water J Well J Septic System J Sewer J (.Vol Ins: HO SPI I Area Basement Garage Approved by -Date g 11 ' �• 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 whicrt this permit is asked,and agree that this building is to be located the proper distancgrtrom all street lines,side yard lines,and required distances from all other zones and is located in wh is bu71dinganit 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 INSPECTION FIELD SHEET 10/18/16 Printed by Peart, Dayshell 09 38 36 INSPECTION: 88061 INAL PERMIT: STATUS APPLICATION: 201601146 LOC: 27 CADBURY SOUTH WINDSOR PROPERTY ID: 15900027 OWNER: SERKOSKY DAVID J & DIANA R CONTRACTOR: REQUEST BY: PROJ DESC: SOLAR ELECTRIC ON ROOF. WORK ORDER: INSPECTOR: ' DOUG RESULT: rPASS_ REQUESTED: --10/11/16 PRIORITY: SCHEDULED: 10/14/16 AM COMPLETED: 10/14/16 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: WENDY ® 860-580-7174 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 10/14/16 DOUG PASS E010 ELECTRIC FINAL APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APP O . 1540 SULLIVAN AVENUE f d a en 38B 644-2511.ext. 230 Blldg:Permit# " Date Building Insp=6 Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 �2 /-7 14?m L N Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS r s 0 u 1 a0v 01 0 6 eo& APPLICANT'S PHONE:# -s Sla - > y 7 OWNER W it �'4� OWNER ADDRESS 2 7 Q # OWNER PHONE C ESTIMATED COST$ 0 O O U IS THIS A CONTRACT COST? Yes No o , FEE ENCLOSED$. v TYPE OF JOB: SOR•C0 New Installation Alteration/Addition/Repair zv, �� �" Revised 03/05/10 r APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO CYRESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL O INSTITUTIONAL ENGINEER'S NAME PHONE O FACTORY O STORAGE ADDRESS ❑ GARAGE 0 MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS _ NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? DYES ONO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NLJM$ER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBEROF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE 5UBMIT`TED. DESCRIPTION OF WORK )e 6-)c 16-41 ew 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 79 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE aa� T �D LAP 1 Griffin Road South STE 200 Bloomfield, CT 06002 860-580-7174 Town of South Windsor Building Department 1540 Sullivan Ave, South Windsor, CT 06074 Regarding: Solar Permit for27 Cadbury Lane, CT 06074 Serkosky, David The person who attached their signature to the Permit Application, Dave Henri is indeed authorized by Aaron Loitz to sign the permit application in lieu of Aaron Loitz. Sincerely, Aaron Loitz NTATii OF COl['WnCUT + €UA►RT7mvr OF C01VBVMR P%0TVCT" M!��arw•trrr f AARON D LOM s. 321 SHtTi=ltPADOW AVE � NEW 1 =A %CT IN&?— M i r ME .i RIWAr VM CONTRA41 VA I 0 ' Etrcx-�T+c: 10f0�/211�4 � a FxPii "/30f2Oq5 9 110 "Hale Road Manchester, CT 06040 (860) 644-1407 WWW•namcopoot.Com STORE: 00020 REGISTER: 001 '¢ CASHIER:-Jeanh ASSOCIATE: 00000000141 CUSTOMER NUMBER: 9990576989 POOL DELIVERY 00 D 09989 1@ .00 Send.Group Code: 2 , ORDER NUMBER 00020081113001210U120200 //24X52 NASSAU 630 00 D 10669 1 @ 2530.00 ' - 1900.00 r Special Promotion 3 s Coupon Number 2 Send Group Code: 2 r ORDER NUMBER: 00020081113001210012U20Q - `• 24' 20G SWIRL PRINT IIN 269.99 : 02542 j 2 269.99 Send Group .Cod e Z. v 9 _ 000200811130012100120260 _ . ORDER NUMBER: - f 4; - ---------- - - - ,. 899 99 r 4 Y' SUBTOTAL - .... . .. .. SALES TAX .ti 57 15 +,�•.* �' � E 1 957 14 TOTAL YOU SAVED 1900.0( AMOUNT TENDERED " :ri Mastercard 957.14 ACCT: * +r * *+t7846 EXP: r_- APPROVAL: 03515Z TOTAL PAYMENT 957.14 ------------ SALES TAX ANALYSIS h ' CODE RATEx. TAXABLE 1AX r ; LOCAL 6.35000 899:99 57.15 Transaction• 210012 8/11/2013 4:32 PM J,4>• „ y y A R.E A =ZO)307 s. F. OPEN SPACE aD • � 141.40 0 •._.. 0 ~ � Q W 33p .r � :• � W\ (o .a 0 IL 0 Til 1 :i,�. .�`� i t +� 1•r � � SOS : . l_ �l \ `I pr ' 41;loS -4O� HOITADI'.. rA3v 9dL eniz.8s bszogolq 1'U nwOrl2 2B ` fi'!w 93n1 rmolnoo . VJ them, i�0 1,nemWOWn3 R�' R N OV' 10 MQiTAOlq M r A S` g U -t- PLOT PLANE IK S($)m ,(8)Qnibliu0 ba20gm9 COUNTRl V% , E T OF,li31..l1' LOT 3G— i�/ fiflW 9^, •'sa PROPERTY . 7a-8 1 a-G �Xe 81oeq$a iImm=cW enlnoSl C o u nfir View Estates SOUTH WIN S R l CONN. V „"m Y FED T,1983 , Rev. 3-8-83 %6d South Windsor Conn. I CERTIFIED 4LA66-A-2- 6 A R. L0Mb4J ►AU=lATESy-l-N0, pROPERTY OF T&M BUILDING CO o snemeox W gninal I HEREBY CERTIFY THIS 'MAP JyuE1, �qe4- SCALE : 1"= 40' �S 8S N A Y CORRECT DAYTON ASSO R QED Robert T. Ddyion .0 nn.:LS. 8157. 51' Tallwood Dr. Soutf onn. SUN 18 2011 D South vvulusor BUILDING DEPARTMENT .) lit[ !iJ!Li!•w k-01. TUOPIA1 LV IQUTM WINU�U, fus certified that this plan and specifications are tru• ,pies of the proposed bWtding or alterations to b• rected et Street �gether with amendl%1W. stated in applleatlon one ilcd with plan and I agree to comply with all zoning '..titling and state laws and such orders as shall be -.sued by the Building Department during pendenet r this application and final Issue IF a building >erawilr--� signed l ,his plan Is appro d d subteet to the con fort that irdr,rs and r,rdinances regulating buildirlif shall be --;,,,,plied with. .:ondrtionally Approved Those filled with Building Inspector Clem .re No. CERTIFICATION OF ZONING CGMFLIANCE Pro'oeed building(s), use(s) and/or structure(&) a shown on this plan appear(s)to be in conformance with current South Windsor regulations. Variances and special exceptions may apply. paW �,-"-it hh Enfo ent Officer /owl� sze'� A R.E A = zo,307 5, F. , OPEN 5 PA C E On 141.40 0 w 0 W to a IL Re IL N `.. NOVSE " z 2 j t .i1)l - o �c I L -Vz.35 .11%tu Wgnibfiud I F-"D" a;t3 y 21rb no rraoft � 0flow W 1 R -y •..�� TSA94. <.,,yt1G REFER N ;N�lAI.�iMCa�ai�{tNOS 440 MTA3RrrFlm A 5` SU I LT PLOT P L A = xN"(ie*u ,(e)gnlb0uq b9eogo19 SIA o.E' '�"°. �� LOT 3 2 PROPERTY OF . 1 ��0 �i �^Y--�.M_._.. _..'� _v X81s1 - �+ ;_ t� � � Country View Estates SOUTH WIN ,98ONN. n 1 , FEE). T, 1983 , Rev. 3-8-83 CERTIFIED -G-A-SS-A-'2—BY �a South Windsor, Conn. A.R. L0MB4= A-&S.O.CIAT.E3y.dldC, — . ^- - ROPE RTY OF T&M BUILDING CO vmMO theme 7oln3 gnind l HEREBY CERTIFY THIS MAP Jy►�E 1, 1904- SCALE : 1% 40' /T,"E S 8S N A Y CORRECT ��_� DAYTON ASSO � Robert T. Ddyion Conn. LS. 8157 51 Tallwood Dr. Sout 06-6 oECEC V JUL 1 5 2010 D South Windsor BUILDING DEPARTMENT r:;la.d to l M the V'c'Vu>`td pudding of alter ati..ne tc' o �.1 at —_� � iKee -- etod ;n apPlie�t;on z ' I,ettfr •.v;rh amendment ply With all z^n;n6. plan and I ,gr^.e to cone ,.�.a l.,g and state I•,ws and src.h orders as shy❑ b. rr tm:nt do ng pence in ,.s�•d by the Building De P' at bul nk -t d final issuan � yt rrr,i . that Su to the e nditfo r,;� I•L•ut is approvedu building s all b� and rrniaarnces n•galatin$ .i.d .vlth ' These tiled with en.tlly approved .aV•ctur � t'CERTIFICATION OF u ON jN�n�lor structures) Proposed building , )P:Ar(s) to be in as shown on this plan :ath W inasor exceptions 9 conformance with currentA regulations. Variances and may apply- 'I ) �—> _/ — Date En APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Ic eby: BUILDING DEPARTMENT 10 APPROV D 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# 16e-w5q f ate ildin Inspector Application must be printed or typed FEE SCHEDULE // n Location of Job: $041,000=$15.00 a� Cc.d b� 2.' Over$1,000= Street No. f Street Lot No. $15.00 per$1,000 _ or any fraction thereof Tenant Designation Apt.No. APPLICANT r �£.✓!a [p 5 APPLICANT ADDRESS b APPLICANT'S PHONE# 0 OWNER .�0W IN fq< OWNER ADDRESS . OWNER PHONE ESTIMATED COST$ C U IS THIS A CONTRACT COST? Yes No ftw FEE ENCLOSED$ _ TYPE OF JOB: bSOR•COCA ' 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 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. TYPE STATE SIGNATURE OF APPLICANT DATE �JAM �erl n Y 110 Hale Road Manchester, CT 06040 (860) 644-1407 n ' www.namcopool.com ---------------------- STORE: 00020 REGISTER: 004 CASHIER: .ieanh ASSOCIATE: 00000000141 CUSTOMER NUMBER: 9990668559 POOL DELIVERY .00 D 09989 1 @ 00 Send Group Code: 2 ORDER NUMBER: 000200705100040190200200 CP8 33X18X52 GRY WILLOW 1900.00 D 12023 1 @ 1900.00 Send Group Code: 2 ORDER NUMBER: 000200705100040190200200 MANAGER OVERRIDE SLIDE LOCK A-FRAME W/P00 179.99 D 17671 1 @ 179.99 Send Group Code: 2 ORDER NUMBER: 000200705100040190200200 150 SQ' i 1/2HP ELEMENT 560.00 02917 1 @ 560.00 DLX IN WALL SKIMER TAUPE 39.99 07447 1 @ 39.99 KK DLX MAINT KIT W/ POOL 55.00 18495 1 @ 55.00 CHLORINE PAK 40.00 00337 1 @ 40.00 B.S. 10K CHEM KIT W/POOL 24 99 00477 1 @ 24.99 ------------------------- -•----------- SUBTOTAL 2799.97 SALES TAX 168.00 TOTAL 2967.97 AMOUNT TENDERED House Charge 2967.97 ACCT ****x*******4730 EXP: ****** JUL 1 5 2010 South Windsor BUILDING DEPARTMENT 10 THE BUILPIAr. ULM. i :,� C� y.;"? i• I'r rhis certified that this plan and specti'a.t+ copies Ot the proposed building or alt ar.,u•ns to U. erected at g:rrc• together with amendments stated in •P,,e• .n t ,lied with plan and 1 agree to comply-It" > '•� It u,lding and State 13WS and such orders. .n- iasued by the building Department duri .; p,•n'' '•'+ of this application and fin I Issu- CB .d a 1,crnD pe Signed rhis plan is approveA subject to the c^' In th orders and ordinances regulating bullOn' shall C12 a0mplled with. Conditionally ApProNeA ( �,,xt wltjj Building Inspector i.t. ra, 0�0 3 sie'•�� A R.E A =ZO,3o7 s. F. OPEN ; PACE 141.40 0 • \ ♦ W J 3 ^3 O I, - - Q \ /' aD w, to a - r 11 till F- t r L z.ss •• W 1 ._ 1 ♦,...,IiaJ I.. REFERENC �9UA0� 0H14105110 HOITAOlgrrA33 AS, BU I L.T PLOT PLA 1 -4%m.(E*u .(E�ibIiud beeogo19 2 �j COUNTRY V% I A , ETemW O•�f w�O. d�24 ' LOT J L WW O PROPERTY�F ,ql�•8 11��(0�- ,�y� ^ !� •,� p� Country View Estates V.•X8 SI`�`.�7�.IAA�J�aI��tV tLr al in.e �,.. ..J.4�•� SOUTH WIN S Re N. FEB 7, 1983 , Rev. 3-8-83 CERTIFIED 61-A'SS-A 2-8Y .SO�Jth W(ndSOC� Conn. A.R. LOM84= ASSOCIATES-t not -I RO PE RTY OF T&M BUILDING CO l�to kiss n3 Qnin • Jy�E'1, �qe4 SCALE : 1% 40' 1 HEREBY CERTIFY THIS MAP E S BS N ALLY CORRECT DAYTON ASSO Robert T. Daylon C nn.:LS. 8157 51-Tallwood Dr. Sout onn: - D F C E I v E AUG 0 2 God South Windsor BUILDING DEPARTMENT U +tf BUIUJINK D::IT ipiJ;s .;;r ivtlllj N'1v�; h„c<rtili d that this pl, an9 of the Proposed aF•..cJltztlons rectr:d at ect s• Wilding or alterations to a. el Stree �lb B r with amendments stated In a fded pith plan and I wipplth al tlon anc agree to comply with all zoning. Guiln,nk tnd state lawn and wch iseu.<I °y the l;uildin 1)e rs as shall be of & partme uHro pende �nd fin iss ce o e bull ng Signed '�-_.0.,.. this pl.•n is approv 1 lect to the ord,rs :'nd ordinances regulatin COn tlon that .1 .�;th. g buildin shall be condrtlonally Approved l' These }fled with buodfn � g Inspector (mi7_'/ Clerk use. C«'T'rrtCATION OF ZONING CnMAPLIANCE f )uilding(s), use(e) an. - citruc,ur-,(s) on this plan appeGr(s) to b, n I .ce with currut South Wi.7 or r ts. Variances and spe:;lul exceptions r; En*mnw t Of w Sze'-�� A R.E A = ZO)307 5. F. , -- \ OPEN , PACE N -.4? - o7 141.40 N 2 W w • — I � W •p o - CO 0 IL 14 jl f N \y, Q f4e�► - — J 0 W 1 1 3 A U sww. c4dwe4 REFEREN AS, BUILT ' PLOT PLA a aolb0,8716 Aftnibliud_beaogrn9� �j COUNTRY A oBiff? no0* 4L)da aBls LOT 3L_ PROPERTY x8a ��i' 9�r SOUTH WIN08 ONNsIOanr Country View Estates v' IBM FEB. T, 1983 , Rev. 3-8-83 �J6Q CERTIFIED 6L-456-A�P--B'Y - South Windsor, Conn. A.R. LOa+Bq,,MAssaclaTEs RaPERTY OF T&M BUILDING CO 1 HEREBY CERTIFY THIS MAP -.10 , �qe¢ SCALE : 1% 40' E S BS N A Y CORRECT 1 DAYTON ASSO Robert T. Dayton Cornn. LS. t3157 51 Tallwood Dr. Sout onn. F(91297�b South Windsor BUILDING DEPARTMENT 10 us waa% WL worn Q1 AwH ww wo. ThL WrWied thet this pan end yaaifloatbna are ens eoplq a( the pnpeaed bgwvw Oa alteratle" to 6e erected keirse, together with emendmen stated In application ane riled with plan and 1 agree to comply with ail zoning. Building and state law and such den as shall be s issued by the Building Departuregoling I+altMnC of this application and (I 1 is a���i btllfdlM Signed This plan Is approved subject to the Bond ion that orders and ordinances regulating building shall be =omplled with. Conditla")y Approved 711eae fled with Building Inspector clwb..ate - _ IK a V CERTIFICATION OF ZONING COMPLIANCE Proposed building(s), use(s)and/or abucture(s) v y as shoe n on this plan appear(s) to be In 1� confc - -,ce with curt rd South Windsor recgul Variances and special exceptions May y Date Z S 08foar A R.E A = ZO)307 S. F OPEN ; PACE \ N by-4,0 ~ 141.40 0 ` W I 1 � �•' `t�a�, •_ � /b'SZ.00 a 2g. X g - � � 0. ( ILN * ExIST. + h 1 t7 s"..-' p +'• NOVST� 8 Z ,i. Q o� Fz- � �o 3 2 . A U $• SAM. ��M/tiC t REFEREN=tVO AS, BUILT PLOT PLA � 2 COUNTRY VItW ESTAtE --- ""- �"� N LOT 3 dlw r—In PROPERTY OF T8M BUILDING,, SOUTH , SOUTN WINDiOR, CNN. *ov .zi,� PO. Country View Estates FEB. ?, 1983 , Rw. 3-8-83 I CERTIFIED GLASS A-2 BY South Windsor, Conn. A.R. LOMBA= ASSOCIATES, INC. PROPERTY OF T&M BUILDING CO • JuuE 1. lg84- SCALE : V'= 40' HEREBY CERTIFY TMIS 'MAP E S 8S N A Y CORRECT �•a�-� DAYTON ASSO . N Robert T. Drayton C nn. LS. 8157 51 Tallwood Dr. Sout TTrgtiS onn. South Windsor BUILDING DEPARTMENT i JtP tON>r CM r..alrn IR'o4w, This oertiti,•d that UJ6 plsa and aWdflestlune era tm. anpius eY the pruposed ►uildlrtg Or slterallne to be sr"101 at together with amendmor#stated In apvlleatlon •nt filed with plan and I agree to comply with all zoning. Sullding end state laws and such orders as shell be issued by the Building Department during pendency Of this application and final issuance of a building pe►mlt. Signed This pie" Is approved subject to the condition Met Orders sod ordinances regulating building shall We somplled with. Coad/tfonatly Approved These filed sdtw Suliding Inspector I. � Date me.�0 �3 CERTIFICATION OF ZONING COMPLIANCE Proposed building(s), use(s)ardor structures) as shown on this plan dpMr(s) to be in conformance with current South Windsor regulL:oons. Variances and special exceptions may apply. r Date Zoning ;: tneeffmWam Szo '\ A R E A = ZO)307 5, F, \ OPEN -S PAC E ` \ N-BOV'-4-t o w—_ 141.40 0 \ \ / 0 \ � y • 2 co [l \ t11 �a HOUSE SZ ©� a Q 33 Z A t Q rn H W 33z A U F?y 8• SIN. cewe,t REFERENCE PLOT PLAN FOR PLOT PLAN, CADBURY, LOT 3� COUNTRY VIEW ESTATES, PHASE TWO PROPERTY OF TSM BUILDING CO. SOUTH WINDSOR, CONN. Country View Estates FEB. T, 1983 , Rev. 3-8-83 CERTIFIED CLASS A-2 BY South Windsor, Conn. A.R. LOMBARDI ASSOCIATES, INC. PROPERTY OF TaM BUILDING CO I HEREBY CERTIFY THIS MAP MARCH b 1984¢ SCALE : I"= 40' - E SU�B_STARIT!,�LY CORRECT Zz S q. --�- DAYTON ASSOCIATES Robert T. Dayton Conn. L.S. 8157 51 Tallwood Dr. Southington, Conn. A P P R 0 V E D -DOWN "OF SOUTH Wlr;ti DS-OR ENGINEERING DEP"*ARTAVENjJ;,_� DATE: 4 SIG.: -/� A R E A = ZO)307 S. F. aPEt4 4-,o —% a ~ 141,40 0 �- 0 w 3I3"o4 �/ 3 4 /� ul to V7 w ��� \� m , a �-4 �`�` •ram �' 0 IL Ie Ali N E x sT. \ N0U5E Q + TW I- t 0 • i h • 1. -13Z.3S W 3 ? A U Rom_ REFERENCE AS BUILT PLOT PLAN , CADBURY, LOT �� I COUNTRY VIEW ESTATES , PHASE TWO L I PROPERTY OF TaM BUILDING CO. Country View Estates � SOUTH WINDSOR, CONN. Y FEB. T, 1983 , Rev. 3-8-83 South Windsor Conn. CERTIFIED CLASS A-2 BY A.R. LOMBARDI ASSOCIATES , INC. PROPERTY OF T&M BUILDING CO l HEREBY CERTIFY THIS MAP Ju•'E -, , lqO - SCALE : 1% IP' E S 8S N A . CORRECT DAYTON ASS AT ►:`° `�"�'' 51 T llw D Robert T. Dayton C nn. LS. 815T 0 o0d r. S0� onn. Y >t. MAR 2 3 1995 South Windsor BUILDING DEPARTMENT �.►a I �l.r„ ,v. Vi' Ll�tVIIVI] Propose�ci buildings) use(s) and/or structures;es shown on this plan a P� conformance with currentt Sautht to tcr in ,regulations. Variances and special exceptions may apply, 3 bate �';/g� Zoning Enforcement Officer TO THE &.IILDIN� DEPT. TUWN A SuIiTM a1,t«. This certified that this plan and specifications are tri- copies of the proposed building or alterations to b, erected�at 7/ / �i Q tit+ ba w/ �-�N.t C- srrec, together with amendments stated in apDlic4tion am filed with plan and I agree to comply with all zoning Building, and state laws and sach orders as sh.Nl b- issued by the Buildin Department dur de of this applicati nd inal i uanoe of Odt hE permit. Sign J U This plan is approved subject to the eoniftlon that orders and ordinances regulating buAding s 11 be complied with. Conditionally Approved These Ned wAh Building Inspectgf clerk Det0 Nd: RE A �t, 71�,�t v ' � �`« y'^,o` ::T` •.i. -OPEN -5 PAC N -.4-r - 0.5 ~ 141.40 0 W 3 W I 3 _ W 3'm°\ N to • Q N „ 1 NouS� g Z = v 3 �i w L ' ` ��Ib - 16 •3j3 3 ? p, U Rom_ 1 � � REFERENCE A 5� BUILT PLOT PLAN, CADBURY, LOT 3L COUNTRY VIEW .ESTATES, PHASE TWO PROPERTY OF TaM BUILDING CO. Country View Estates SOUTH WINDSOR, CONN. FEB.?, 1983 , Rev. 3-5-83 South Windsor Conn. CERTIFIED CLASS A-2 BY A.R. LOMBARDI ASSOCIATES, INC. PROPERTY OF TaM BUILDING C0 • Jy uE 1, ,q84. SCALE : I"= 40' HEREBY CERTIFY,TMIS 'MAP ME: S 8S N A Y :CORRECT DAYTON ASSOCIATES •---�-� / J Robert T.,Dny ion; C nnLS. 8157 51 Tallwood Dr. s t ��. 'G MAY 2 7 IW4 South Windsor BUILDING DEPARTMENT TO tNF BUIIDMG DEPT. iO.Ya ;ir S"111 1YtiiD�l l Thi3 oertitied that this plan and speeificatiovs are trur coWes 01 the Proposed KeCtb .t building or alterations to Lc toYether with amendment Street "le" with l s stated to apphc ttion anc Plan and I agree to cnmPly with all zoning, lauitding and state laws issued b and such or ers as shall be Y the B g Depar mcn u -of this aD lion ,.g dency nd fin Perm iss c o} buAdin r iened This plan is aPDrove orders and d subject to the co dition that ordinances regulating Complied with. building shall be Conditionally Approved These filed with wilding Inspectol Clerk Date J/ �L�PJ7lII�-iIS+/F �67a OF ZONING COMPLIANCE Prop ! buitding(s), use(s) and/or structure(s) 4§ shown on this plan appear(s) to be In v-c Gonformance with current South Windsor regulations. Variances and special exceptions e ( may apply, / Date �J)f 9 Zoning Enforcement Officer Sze'-�� A R.E A - ZO j 307 5. F. , r-- —' \ OPEN SPACE 141.40 V) W Li W � Fs-E AN N E m14 31 � N \\ \u r Z 0 3 A U RJY REFERENCE AS BUILT PLOT PLAN, CADBURY, LOT 3?— COUNTRY VIEW ESTATES , PHASE TWO PROPERTY OF TaNI BUILDING CO. Country View Estates SOUTH WINDSOR, CONN. I FEB. 7, 1983 , Rev. 3-8-83 South Windsor, Conn. CERTIFIED CLASS A-2 BY A.R. LOMBARDI ASSOCIATES , INC. PROPERTY OF T&M BUILDING CO • ,1ouE `l , #qe4- SCALE : 1% 40' 1 HEREBY CERTIFYJHIS MAP E S BS N A Y CORRECT DAYTON ASSOCIATES Robert T. Dnyton C nn. LS. 8157 51 Toilwood Dr. southington, Conn. .y. SEP 2 1993 South Windsor BUILDING DEPARTMENT _,j i 1',lliw 1 his certified that this plan and specifications are tru, copies of the proposed building or alterations to b* rected at ail— n sppliCallQh an, i ,a^ther with ate' 1, all t ll,111 •. ilyd with o'qr ,Nldlna an pert ��- •nsued by / a 1diMt I this j:arrn IQnad t n that .his plan 1` shall 0/ orders and o+,-,naneea u.d:ll,b bu... complied with. WIt�1 Conditionally q ro"—1 Zy;es_9 Li�!Q pp per ogc� S r� S Proposed building!s)t use(s) andjor structure(,-,, as shown on this plan appear(s) to be in 12 , X�Z conformance with current South Windsor regulations. Variances and special exceptions may apply. `7/z/43 Date r Zoning Enforcement officer sze'•�� A R E A = ZOj 307 5. F. \ OPEN SPACE J 1 \ N -:N�°-4-? - O�D 0 ~ 141.40 In 2 NED � � _ _ w w o 31 a ° N Cd ,� � O �,sz FI _332•0, N p ,1 •t- L0 O Sy,pv ro 4 ExisT 4 h �` N NovsE Z \ Q i I \� L � z 0 L -'92.35 F f=3=s W 3 � A _ U Ry �� '� t?• sww. �..wca REFERENCE AS BUILT PLOT PLAN , CADBURY, �v^ � �� ICOUNTRY VIEW ESTATES , PHASE TWO PROPERTY OF T9M BUILDING co. Country View Estates SOUTH WINDSOR, CONN. J FEB. T, 1983 , Rev. 3-8-83 CERTIFIED CLASS A-2 BY South Windsor, Conn. A.R. LOMBARDI ASSOCIATES , INC. PROPERTY OF T&M BUILDING CO jouE -i , Ig84 SCALE : I"= 40' 1 HEREBY CERTIFY THIS MAP -TO �iE S 8S _ N-1,A�Y CORRECT DAYTON AS Robert T. Dayton Cann. L.S. 8157 51 Toilwood Dr. S 4o-n°l, Conn. �) r z o�� p Q -T o�, BUlLUI VU YLitl°!11' STATE OF CONNECTICUT WORKERS'COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen.Stat. § 31-286b) Property located at In the town of Name of building permit applicant: Please check ne: 1.A I am the owner of the above property. 2._I am the sole proprietor of a business. 2A.Name of business 213.Federal Employer Identification Number(FEIN) .................................................................................................................... Pursuant to§31-286b,"a property owner or sole proprietor[who]intends to act as a general contractor or principal employee'may provide either a certificate of workers'compensation insurance or a"sworn notarized affidavit... stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please chee ne: 1. I do not intend to act as a eral c retractor or principal employer. ign an st p her j Signature of apoicaKt 2._I intend to act as a general contractor or principal employer.Applicant must either provide a certificate of workers'compensation insurance or sign the affidavit below. .................................................................................................................... Affidavit I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers'Compensation Act(Chapter 568). I understand that pursuant to§31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. Signature of applicant Subscribed and sworn to before me this day of ,200 . (Notary Public/Commissioner of the Superior Court) A RZ A =20)307 S. F. , ` OPEN 5 PAC E • ~ \ 141.40 0 � � Z \ 1 a Id T LU 3 \ •� o `� 3 O N to a Q • 6' b IL 4 X 4 ' \ N Ex i sT. :� h '�• z z 3 1- � Z 0 \ 1 F �,; •3Z 3 W _— 1 3 ` A U Rom. ��� g• swa. ��wst REFERENCE AS, BUILT � PLOT PLAN, CADBURYg LOT 32 COUNTRY VIEW ESTATES PHASE TWO PROPERTY OF T9M BUILDING CO. Country View Estates SOUTH WINDSOR v CONN. y FEB 7, 1983 p Rev. 3-8-83 South Windsor Conn. ; CERTIFIED CLASS A-2 BY A.R. LOMBARDI ASSOCIATES 9 INC PROPERTY OF Tam BUILDING CO. I HEREBY CERTIFY TMIS 'MAP JyuE 1, lge4- SCALE : 1% 40' E S 8S N A Y CORRECT �DAYT0N A S S 0 1 a l I Robert T. Dayton Cann. LS. 81LS. 8157 51 Tallwood Dr. Sout ilrgtDl'�C"onn. sc �ti N Fo J�=avj "104IW6 South Windsor BUILDING DEPARTMENT To i cer tified BUILDING DFPT,that TOWN Of S0UTF1copies erected of t the V"'Posethis dlan and WIND$QR buildin specifications are true 2 7 g or altpations to Sk together with amen f e ding and Plan and agree s eom fed In �tron So issuetl by try state laws antl such MY with oh zon, of this e orders a V ation and Depart t Ve durl rm. ai i once Ve nd f « 1lned Thia ptan is approved cO�Ptred^d ord"nantes re.utatin! tho 0�1 .ndrr,lan (r with_ ing snap `OVId"'O`011if Appgw ed These filed w.,th CERTIFICATION OF ZONING COMPLIANCE Proposed building(s), use(s) andfor structureis) ------- .-,is shown on this plan app?ar(s) to be in .onfo;mance with cu:renc �co ;�gulations. Variances and sp!,�;ial exceptic:,Is lA :iay apply. p4a )ate Za ' g Enforcement Officer DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPR%Buildinglnspect 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# O • 0 Da Fe Application must be printed or typed FEE SCHEDULE Location of Job: Cadbuiry Lak-a ., $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT HIPOINT HEATING&COOLIN06 INM APPLICANT ADDRESS L SOLTTH WINDSOR,CT OW74 APPLICANT PHONE#� �0 71— O/S/ SOW N St OWNER Do-())d Rer-k osky OWNER ADDRESS 0 7 (O c.t..r, 4 LQ OWNER PHONE t-133 —7 R 1 C = ESTIMATED COST$ /; gQ�. x _ IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ A Q f�OsO .CO�� TYPE OF JOB: R New Installation Alteration/Addition/Repair Revised 4/01//2002 �Da01 ,-3a APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ❑HEATING JMRESIDENTIAL Ll ABC ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING tf TEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. YDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER STING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) ESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) l GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑OIL-GPM OIL TANK LOCATION :❑ INSIDEU OUTSIDE CAPACITY il GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING 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. 3 036,-"09 - A(7& CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE Oc a 4Y APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER:��UU��� APPLIC REBY: U U PRO BLDG.PERMIT NUMBER: J7-Ill DATE f4prECTOR �� Cad bu r Lan LOCATION OF WORK: v APPLICANT: OWNER: TYPE OF STRUCTURE: //11 // o NEW BUILDING NAME: ��� /''lQ r�,� L n Z NAME: \f 1 S('(('1(;S�N <ADDITION PHONE NUMBER: ?(0 0- 5 k U - 1 l"1,I PHONE NUMBER: SK0 0 �3(p- 0 (o ❑EXISTING BUILDING ADDRESS: t ��-� i{ n 1Z[� �e,�{ln ADDRESS: 21 by/IA Let —� TYPE OF USE: SILK}� �_Lxl �)I✓� , .�U i $IDENTIAL o COMMN ERCIAL ELECTRICAL❑N-FOILMATION: FURTHER DESCRIPTION OF WWORK: TYPE OF INSTALLATION: L S ` p C 1r►-�ray �-}eel S cal Qe— SIZE OF SERVICE: SIZE OF MAIN SERVICE: NUMBER OF METERS: NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S 3 V V NUMBER OF SWITCHES: 2(J \ NUMBER OF LIGHT FDCrURES: FEE ENCLOSED:S NUMBER OF A/C CIRCUITS: I 0 FEE SCHEDULE:S18 PER S1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT NUMBER OF OUTLETS: IS SI.00 OVER (16 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.: Q 11-7 a p1 TYPE: �--Z STATE: SIGNATURE OF APPLICANT: o DATE: 12 /2 aOlGa �� ( TOR E n C� I n 1= E R S VSE Project Number:U2032.0873.191 December 10,2019 C-TEC Solar 1 Griffin Road South,Ste 200 Bloomfield,CT 06002 REFERENCE: Serkosky-Addition David Residence:27 Cadbury Lane,South Windsor,CT 06074 Solar Array Installation To Whom It May Concern: Per request,uest, we have reviewed the existing structure at the above referenced site. The purpose of our review was to Y q determine the adequacy of the existing structure to support the proposed installation of solar panels on the roof as shown on the panel layout plan. Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. Design Parameters Code:Connecticut State Building Code,2018 Edition(2015 IBC) Risk Category:II Design wind speed: 125 mph (3-sec gust)per ASCE 7-10 Wind exposure category:C Ground snow load: 30 psf Existing Roof Structure Roof structure:2x4 manufactured trusses @ 24"O.C. Roofing material:asphalt shingles(2 layers) Roof slope: 15' Connection to Roof Mounting connection:(1)5/16"lag screw w/min.3"embedment into framing at max.48"O.C.along rails (2)rails per row of panels,panel height not to exceed 5'-7" Conclusions Based upon our review,we conclude that the existing structure is adequate to support the proposed solar panel installation. In the area of the solar array,other live loads will not be present or will be greatly reduced(2018 CSBC,Section 1607.12.5). The glass surface of the solar panels allows for a lower slope factor per ASCE 7, resulting in reduced design snow load on the panels. The gravity loads and; thus, the stresses of the structural elements, in the area of the solar array are either decreased or increased by no more than 5%.Therefore,the requirements of Section 807.4 of the 2015 IEBC are met and the structure is permitted to remain unaltered. 651 W.Galena Park Blvd.,Ste. 101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com VSE Project Number: U2032.0873.191 Serkosky-Addition David Residence c T 12/]0/2019 E n o I E R s The solar array will be flush-mounted (no more than 6" above the roof surface) and parallel to the roof surface. Thus, we conclude that any additional wind loading on the structure related to the addition of the proposed solar array is negligible. The attached calculations verify the capacity of the connections of the solar array to the existing roof against wind(uplift), the governing load case. Limitations Installation of the solar panels must be performed in accordance with manufacturer recommendations. All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. The contractor must notify Vector Structural Engineering,LLC should any damage,deterioration or discrepancies between the as-built condition of the structure and the condition described in this letter be found.Connections to existing roof framing must be staggered,except at array ends,so as not to overload any existing structural member. The use of solar panel support span tables provided by others is allowed only where the building type,site conditions,site-specific design parameters,and solar panel configuration match the description of the span tables.The design of the solar panel racking(mounts,rails,etc.),and electrical engineering is the responsibility of others. Waterproofing around the roof penetrations is the responsibility of others. Vector Structural Engineering assumes no responsibility for improper installation of the solar array. VECTOR STRUCTURAL ENGINEERING,LLC ',�,���►p�llutu,,,�����', CT Firm License:PEC 0001229 �`•��pF co •,, �yq •,pyil P•pit{ .!O�''. .0032101 12/10/2019 Trevor Hawkes,P.E. CT License:PEN-0032101 -Expires:01/31/2020 Project Engineer Enclosures TPH/jgr 651 W.Galena Park Blvd.,Ste. 101/Draper,UT 84020/T(801)990-1775/F(801)990-1776/www.vectorse.com JOB NO.. U2032.0873.191 TSUBJECT: WIND PRESSURE E n O I n E E R S PROJECT: Serkosky-Addition David Residence Com onents and Cladding Wind Calculations Label: ISolar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 125 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT& CALCULATIONS: Height of Roof, h [ft]:R "25'-.-§(Approximate) Comp/Cladding Location:,Gable/Hip Roofs 7*<8 5 27"`T�T Hip? . No Enclosure Classification: Enclosed Buildings s: Zone 1 GCp. 0.9 !Figure 30.4-26 (enter largest abs. value) Zone 2 GCp.j 1.7 (enter largest abs. value) Zone 3 GCp: 2.6 (enter largest abs. value) a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.95 Table 30.3-1 Kn: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 32.1 Equation 30.3-1 GCp;: 0 Table 26.11-1 PRESSURES: p=qh GCp — GCp; Equation 30.9-1 Zone 1, p [psf]: 28.9 psf(1.0 W, Interior Zones`) Zone 2, p[psf]: 54.6 psf(1.0 W, End Zones*) Zone 3, p[psf]: 83.6 psf(1.0 W, Corner Zones*within a) (a= 3 ft) JOB NO.: U2032.0873.191 TSUBJECT: CONNECTION E n O i n E E R S PROJECT: Serkosky-Addition David Residence Lag Screw Connection Capacity: Demand: Lag Screw Size[in]: 5/16 Cd: 1.6 NDS Table 2.3.2 Pressure Max Max. T2ib. Max. Uplift (0.6 Wind) Tributary Area Embedment' [in]: 3 (psf) Width (ft) (ft) Force(Ibs) Grade: SPF(G =0.42) Zone Capacity [Ibs/in]: 205 NDS Table 12.2A 1 17.4 4.0 11.0 191 Number of Screws: 1 2 32.8 4.0 11.0 361 Prying Coefficient: 1.4 3 50.1 4.0 11.0 552 Total Capacity[Ibs]: 703 Demand< Capacity: CONNECTION OKAY 1.Embedment is measured from the top of the framing member to the beginning of the tapered tip of the lag screw. Embedment in sheathing or other material is not effective.The length of the tapered tip is not part of the embedment length. 2.'Max.Trib Area'is the product of the'Max.Tributary Width'(along the rails)and 1/2 the panel width/height (perpendicular to the rails). JOB NO.: U2032.0873.191 EC TOR SUBJECT: GRAVITY LOADS E n © I n E E R S PROJECT: Serkosky-Addition David Residence CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original ROOF DEAD LOAD (D) pitch loading Roof Pitch/12 3.2 Asphalt Shingles (2 Layers) 4.1 1.04 4.0 psf 1/2" Plywood 1.0 1.04 1.0 psf Framing 3.0 psf Insulation 0.5 psf 1/2" Gypsum Clg. 2.0 psf M, E & Misc 1.5 psf DL 12 psf PV Array DL 3 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array [psf] 0 12018 CSBC, Section 1607.12.5 w/Solar Panel SNOW LOAD (S): Existing Array Roof Slope [02]: 3.2 3.2 Roof Slope [°]: 15 15 Snow Ground Load, p9 [psf]: 30 30 ASCE 7-10, Section 7.2 Terrain Category: C C ASCE 7-10, Table 7-2 Exposure of Roof: Fully Exposed Fully Exposed ASCE 7-10, Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Ct: 1 A 1.1 ASCE 7-10, Table 7-3 Risk Category: 11 II ASCE 7-10, Table 1.5-1 Importance Factor, Is: 1.0 1.0 ASCE 7-10, Table 1.5-2 Flat Roof Snow Load, p,[psf]: 30 30 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No Yes JASCE 7-10, Section 7.4 Slope Factor Figure: Figure 7-2b Figure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.00 0.92 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, ps[psf]: 30 28 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 30 28 JOB NO.: U2032.0873.191 Y � C T SUBJECT: LOAD COMPARISON E n o i n E E R S PROJECT: Serkosky-Addition David Residence Summary of Loads Existing With PV Array D[psf) 12 15 Lr[psf) 20 0 S[psf) 30 28 Maximum Gravity Loads: Existing With PV Array (D+Lr)/Cd [psf) 26 17 ASCE 7-10,Section 2.4.1 (D+S)/Cd [psfll 37 1 37 1ASCE 7-10,Section 2.4.1 (Cd=Load Duration Factor=0.9 for D,1.15 for S,and 1.25 for Lr) Maximum Gravity Load [psfl:i 37 37 Ratio Proposed Loading to Current Loading: 101% OK The gravity loads and;thus,the stresses of the structural elements,in the area of the solar array are either decreased or increased by no more than 5%.Therefore,the requirements of Section 807.4 of the 2015 IEBC are met and the structure is permitted to remain unaltered. JOB NO.: U2032.0873.191 EC T O R- SUBJECT: SOLAR LAYOUT E n O i n E E R S PROJECT: Serkosky-Addition David Residence / i / i �p x \ (40)PV ATTACHMENT 48-O.C. (N)IRONRIDGE XR10 RACKING SYSTEM ROOF#I (16)PANASONIC VBHN330SA17(330M MODULES (16)ENPHASE IO7X-96-2-US MICROINVERTERS ` \ (N)SOLADECK(TYP.) (14)EXISTING SUNPOWER MODULES I \ .l SPR-X21-34SC-AC (E)MAIN SERVICE PANEL \ (E)UTILITY METER \ (N)SUB PANEL \ (N)AC DISCONNECT \\ (N)COMBINER BOX PROJECT DESCRIPTION. GENERAL NOTES CONNECTICUT STATE BUILDING CODE,2018 EDITION(2015 IBC), MUNICIPAL >v ■ o 16X330 PANASONIC VBHN330SA17(330W) MODULES E CODE,AND ALL MANUFACTURERS'LISTINGS AND INSTALLATION INSTRUCTIONS. N o ROOF MOUNTED SOLAR PHOTOVOLTAIC MODULES PROJECT SITE am r • PHOTOVOLTAIC SYSTEM WILL COMPLY WITH 2O17 NEC. w s .5 No N SYSTEM SIZE: 5.28 kW DC STC ELECTRICAL SYSTEM GROUNDING WILL COMPLY WITH 2O17 NEC. `n ARRAY AREA(#1): 288.64 SQ FT. • MODULES CONFORM TO AND ARE LISTED UNDER UL 1703. i R � 0 � � �; YoLO a) N U • INVERTER CONFORMS TO AND IS LISTED UNDER UL 1741. s � o U � m EQUIPMENT SUMMARY RACKING CONFORMS TO AND IS LISTED UNDER UL 2703. C, 16 PANASONIC VBHN330SA17(330W)MODULES • CONSTRUCTION FOREMAN TO PLACE CONDUIT RUN PER 690.31(G) A. ' � 6 16 ENPHASE IQ7X-96-2-US MICROINVERTERS • ARRAY DC CONDUCTORS ARE SIZED FOR DEBATED CURRENT E 6 SHEET INDEX • ARRAY DC CONDUCTORS ARE SIZED FOR DERATED CURRENT. 6.07 AMPS MODULE SHORT CIRCUIT CURRENT. E °o o .� PV-1 SITE PLAN&VICINITY MAP op c N PV-2 ROOF PLAN& MODULES • 9.48 AMPS DERATED SHORT CIRCUIT CURRENT(690.8(A)&690.8(B)). € d � .• � 3 PV-3 ATTACHMENT DETAIL PV-4 ELECTRIC LINE DIAGRAM Q _U PV-5 WIRING CALCULATIONS of REVISIONS PV-6 PLACARDS DESCRIPTION DATE REV PV-7 to 10 EQUIPMENT SPECIFICATION . FIRST DRAFT 12-09-2019 R-o N- l ROOF#1 / Oe �t 'I Signature with Seal (16)PANASONIC VBHN330SA17 G�� (330W)MODULES N'�°`� ,'�1 2 HOUSE PHOTO / EXISTING \DRIVEWAY,,' PV-1 SCALE: NTS \ PROJECT NAME PROJECT SITE / ti O O CJ � Zoo v a J U (o 00 \ POOL r O : Ill m O (D V) 0 0 O O a (14) EXISTING SUNPOWER MODULES 0 Q Z Z SPR-X21-345-C-AC > � z Z '70. \ `,� / ���� (E)MAIN SERVICE PANEL ';' N a: O Q %17 V) (E)FENCE *�v (E)STRUCTURE SHEET NAME SITE PLAN & VICINITY MAP Hartford yf° Q SHEET SIZE ANSI B 1 VICINITY MAP 11" x 17" SITE PLAN WITH ROOF PLAN 3 PV-1 SCALE: NTS SHEET NUMBER P71 SCALE: 1/32"= V-0" PV-1 MODULE TYPE, DIMENSIONS & WEIGHT " LEGEND NUMBER OF MODULES= 16 MODULES a o E MODULE TYPE = PANASONIC VBHN330SA17(330W) MODULES SD -SOLADECK N 0 WEIGHT=40.81 LBS/18.5 KG. w s .. °� N N MODULE DIMENSIONS =62.6"x 41.5"= 18.04 SF iNv INVERTER o � @ UNIT WEIGHT OF ARRAY=2.26 PSF INTEGRATED DC DISCONNECT Ut 0 N N ARRAY & ROOF AREA S ❑ ) ~ 00 SlD SOLAR LOAD CENTER 0 U y CALC'S (ROOF #1) s PM PRODUCTION METER w 'ao00D I 0 4 ARRAY AREA=288.64 SQ. FT. 1• MSP MAIN SERVICE PANEL � 0 c ai ROOF FACE AREA=789.52 SQ. T. % 0 0 0 '" 288.64/789.52=36.56%OF ROOF �•' VENT, ATTIC FAN(ROOF OBSTRUCTION) .7 m d FACE AREA COVERED BY ARRAY � ROOF ATTACHMENT 3 ROOF DESCRIPTION (ROOF #1) /�� -RAFTERS REVISIONS ROOF TYPE-SHINGLE ROOF O ROOF TILT -24° CONDUIT DESCRIPTION DATE REV � /�/J/ ROOF AZIMUTH-230° /�� v� FIRST DRAFT 12-09-2019 R-0 RAFTERS SIZE- 2"x 4"@ 24"O.C. /L �O OR � Signature with Seal �a �g (40)PV ATTACHMENT @ 48"O.C. (N) IRONRIDGE XR10 RACKING SYSTEM ROOF#1 ` PROJECT NAME (16)PANASONIC VBHN330SA17(330W)MODULES (16) ENPHASE IQ7X-96-2-US MICROINVERTERS (N)SOLADECK(TYP.) O CD N r Z F o �\ ; s O co O o W m 05 �p U) 00oO0 ` O QZ — z 41.5" o N = Zp (I Ll Q (14)EXISTING SUNPOWER MODULES 7� O a SPR-X21-345-C-AC U) 'Po ° co ce (E)MAIN SERVICE PANEL � (E) UTILITY METER (N)SUB PANEL SHEET NAME (N)AC DISCONNECT PANASONIC ROOF PLAN & (N)COMBINER BOX VBHN330SA17 (330W) MODULES MODULES SHEET SIZE HOME OWNER APPROVAL ANSI B 1 ROOF PLAN & MODULES 11" X 17" APPROVAL THE PROPOSED LOCATION SHEET NUMBER PV-2 SCALE: 1/8"= 1'-0" OF MY SOLAR ARRAY. PV-2 (E)ASPHALT SHINGLE ■ ROOF ■. N EEO w N N U O � co u�i ° h Li o 0 - "� v SOLAR MODULE Q w m I;- J c o o 0 O = °D 0- SEE(2/PV-03)FOR 0 3 ENLARGED VIEW tn REVISIONS DESCRIPTION DATE REV FIRST DRAFT 12-09.2019 R-0 Q (E)2"X 4"RAFTERS @ 24"O.C. svto"wim Seal GROUNDING END/MID CLAMP 1 ATTACHMENT DETAIL PV-03 SCALE-1"= 1'-0" (N)IRONRIDGE XR10 RAIL PROJECT NAME IRONRIDGE FLASH FOOT2 0o co U-) 0 Y Z � o O Y I0 co W mfn � ca poop p QZ "Z U � LiI Z i p N = OQ (E)ROOF SHEATHING O I=..m w SHEET NAME ATTACHMENT DETAIL (E)2"X 4" RAFTERS @ 24"O.C. SHEET SIZE 5/16"x4-3/4"SS LAG BOLT WITH MIN 3"THREAD ANSI B EMBEDMENT,SEALED PENETRATION 11" X 17" 2 ATTACHMENT DETAIL (ENLARGED VIEW) SHEET NUMBER PV-3 SCALE: NTS PV-3 ■ O O _ SOLAR ARRAY 5.28 kW-DC STC TOTAL ■. (v N rN- 0 (16) PANASONIC VBHN330SA17(330W)TOTAL � o � T (02)STRINGS OF 08 MODULES CONNECTED TO SERIES STRING t o � 0 cn Q CABLES U o U � 00) U) C U CO I PV MODULES W cu c 0 0 EXISTING WIRE ENPHASE IQ7X-96-2-US m t MICROINVERTERS CL _ - U 3 I I I REVISIONS EXISTING SUNPOWER _ AC MODULES DESCRIPTION DATE REV FIRST DRAFT 12-09-2019 R-0 I I i (E)SOLADECK 600 V,NEMA 3R UL LISTED L LI Signature wrath Seal TO UTILITY GRID I EXISTING METER L1 L2 N BI-DIRECTIONAL J 1 - UTILITY METER LINE SIDE TAP 1-PHASE,240V YTT L2 EXISTING WIRE EXISTING AWG THWN-2 GND (E)MAIN SERVICE (3)#6 AWG THWN-2 PROJECT NAME COMBINER (1)#8 (2)#12 AWG THWN-2-RED 1"SCH40 CONDUIT PANEL, 1-PH,3-W,GE, I (2)#12 AWG THWN-2-BLACK (N)AC DISCONNECT 100A RATED,240V I SQUARE D-DU222R6 (1)#10 AWG THWN-2 GND (N)AC COMBINER IN 3/4"SCH80 CONDUIT 240V,100AMP 240V,M AMP NON-FUSIBLE NEMA 3R,UL LISTED (N)125A ENPHASE 0 Lc) COMBINER BOX [WITH(4)PRE-INSTALLED 20A N PV BREAKERS AND ENVOY L1 Lt L1 (E)MAIN BREAKER TO Z O Y COMMUNICATION GATEWAY) L2 L2 HOUSE,240V,100A/2P U) J L2 V (6 N N N (N)SERVICE RATED L1 L1 co � �' 00 U G __ G G DISCONNECT/SUB PANEL L2 L2 w O O 1-PH,3-W,70A RATED, W m (� (O N 3OAl2P 240V,2P_ L1 L1 Q Q z FOR ENVOY t0Al1P G L1 �- L2 U >> W I MONITORING L1 Q > Z a 3OAl2P L1 6QJ1/2P L1 L1 L1 0 N O Q 20AHP L1 (3)#6 AWG THWN-2 L2 _ L2 L2 W L1 L2 (1)#8 AWG THWN-2 GND O L2 IN 1"SCH40 CONDUIT U) 2DAr2P G L1 I N G N N I 20A/2P i MANUFACTURER:ENPHASE SHEET NAME L1 MODEL#:IQ7X-96-2-US EXISTING GROUNDING MAX AC OUTPUT(W):320 THERE WILL BE NO SPARE OR ELECTRICAL LINE NOMINAL AC VOLTAGE(V):240 UNUSED SPACES IN SUBPANEL. ELECTRODE SYSTEM DIAGRAM MAX AC CURRENT(A):1.31 - - G [�_AA = SHEET SIZE UTILITY ACCOUNT#NUMBER ANSI B 11" X 17" 1 ELECTRICAL LINE DIAGRAM SHEET NUMBER PV-4 SCALE: NTS PV-4 AC CONDUCTOR AMPACITY CALCULATIONS: AC CONDUCTOR AMPACITY CALCULATIONS: ELECTRICAL NOTES ;. 1.)ALL EQUIPMENT TO BE LISTED BY UL OR OTHER NRTL, N E FROM ROOF TOP SOLADECK TO AC COMBINER BOX FROM AC COMBINER BOX TO MSP AND LABELED FOR ITS APPLICATION. MM o I 2. ALL CONDUCTORS SHALL BE COPPER,RATED FOR 600 EXPECTED WIRE TEMP(°C):32° ) W cD c4 0 AMBIENT TEMPERATURE ADJUSTMENT FOR EXPOSED CONDUIT V AND 90 DEGREE C WET ENVIRONMENT. N TEMP CORRECTION PER NEC TABLE 310.16: 1.0 CIRCUIT CONDUCTOR 00) PER NEC 310.15(B)(2)(c):+22° 3. WIRING CONDUIT AND RACEWAYS MOUNTED ON = ~ 'D EXPECTED WIRE TEMP(°C):32°+22°=54° SIZE: 10 AWG )ROOFTOPS SHALL BE ROUTED DIRECTLY TO,AND in U a q CIRCUIT CONDUCTOR AMPACITY:40 A Q v CO TEMP CORRECTION PER TABLE 310.16:0.76 #OF CURRENT CARRYING CONDUCTORS:3 LOCATED AS CLOSE AS POSSIBLE TO THE NEARESTUj#OF CURRENT CARRYING CONDUCTORS:4 CONDUIT FILL PER NEC 310.15(B)(2)(a): 1 RIDGE,HIP,OR VALLEY. J �° E 6 .. CONDUIT FILL CORRECTION PER NEC 310.15(B)(2)(a):0.80 4.)WORKING CLEARANCES AROUND ALL NEW AND c °o o °� REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(B): CIRCUIT CONDUCTOR SIZE: 12 AWG EXISTING ELECTRICAL EQUIPMENT SHALL COMPLY � in- 1.25 n- CIRCUIT CONDUCTOR AMPACITY:30 A X OUTPUT CURRENT OF LOAD CENTER 1.25 X(1.31 X 16)=26.2A WITH NEC 110.26. C7 3 5.)DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF U (Il REQUIRED CIRCUIT CONDUCTOR AMPACITY PER NEC 690.8(A&B): DERATED AMPACITY OF CIRCUIT CONDUCTORS PER NEC TABLE 310.16: SYSTEMS.CONTRACTOR SHALL FURNISH ALL 1.25 X MAX AC OUTPUT CURRENT X#OF INVERTERS PER STRING TEMP CORR.PER NEC 310.16 X NECESSARY OUTLETS,SUPPORTS, FITTINGS AND REVISIONS 1.25 X(1.31 X 08)=13.1A CONDUIT FILL CORR.PER NEC 310.15(B)(2)(a)X ACESSORIES TO FULFILL APPLICABLE CODES AND DESCRIPTION DATE REV CIRCUIT CONDUCTOR AMPACITY= STANDARDS. FIRST DRAFT 12-09.2019 R-0 DERATED AMPACITY OF CIRCUIT CONDUCTOR PER NEC TABLE 310.16 1.0 X 1 X 40=40.0 A 6.)WHERE SIZES OF JUNCTION BOXES, RACEWAYS,AND TEMP CORR.PER NEC TABLE 310.16 X CONDUITS ARE NOT SPECIFIED,THE CONTRACTOR CONDUIT FILL CORR.PER NEC 310.15(B)(2)(a)X SHALL SIZE THEM ACCORDINGLY. CIRCUIT CONDUCTOR AMPACITY= 7.)ALL WIRE TERMINATIONS SHALL BE APPROPRIATELY 0.76 X 0.8 X 30=18.24A LABELED AND READILY VISIBLE. 8.)MODULE GROUNDING CLIPS TO BE INSTALLED � ��BETWEEN MODULE FRAME AND MODULE SUPPORT RAIL,PER THE GROUNDING CLIP MANUFACTURER'S INSTRUCTION. 9.)MODULE SUPPORT RAIL TO BE BONDED TO CONTINUOUS COPPER G.E.C.VIA WEEB LUG OR ILSCO GBL-4DBT LAY-IN LUG. 10.)THE POLARITY OF THE GROUNDED CONDUCTORS IS NEGATIVE PROJECT NAME PERCENT OF VALUES NUMBER OF CURRENT CARRYING CONDUCTORS IN SCH 0.80 4-6 CO 0.70 7-9 0 N 0.50 10-20 Y Z I- 0 AMBIENT TEMPERATURE SPECS O } U M AMBIENT TEMP 32" �e RECORD LOW -14 W m to (OD ' CONDUIT HEIGHT 0.5"-3.5" ENPHASE IQ7X-96-2-US MICROINVERTER Cl) 0 L-3 0 O ROOF TOP ADDER 52^ Input Data(DC) j Q Z W Z ROOF TOP TEMP 47° Recommended Input Power(STC) 32046OW+ j:j N 2: O Q TEMP-CORRECTION(AMBIENT TEMP) 0.76 Maximum Input DC Voltage 79.5V =) a TEMP-CORRECTION(ROOF TOP TEMP 1,0 0 Peak Power Tracking Voltage 53V-64V to CONDUCTOR TEMPERATURE RATE 90° Operating Range 25V-79.5V MODULE TEMPERATURE COEFFICIENT OF Voc -0.16% Min./Max.Start Voltage 33V/79.5V SOLAR MODULE SPECIFICATIONS Max DC Short Circuit Current 10A MANUFACTURER PANASONIC Output Data(AC) SHEET NAME MODEL# VBHN330SA17 Maximum Output Power 320W WIRING PMAx 33OW Nominal Output Current 1.31A CALCULATIONS VMP 58.0v Nominal Voltage/Range 240V/211-264V SHEET SIZE IMP 5.70A VOC 69.7V Nominal Frequency/Range 60 Hz ANSI B I8C 6.07A Extended Frequency/Range 47-68 Hz 11° X 17'1 MODULE DIMENSION 62.6"L x 41.5"W x 1.6"D(In Inch) Power Factor at rated power 1.0 SHEET NUMBER Maximum unit per 20A Branch Circuit 12 (240 VAC) PV-5 PHOTOVOLTAIC SYSTEM AC DISCONNECT DIRECTORY LABEL PER NEC 705.10 . o i1 !, !► o E � EQUIPMENT • . FROM TWO 04 N O POWER TO THIS BUILDING IS SUPPLIED FROM . 2 N ELECTRIC SHOCK HAZARD • • • • THE FOLLOWING SOURCES WITH o cm IF A GROUND FAULT IS INDICATED . • DISCONNECTS LOCATED AS SHOWN ( s o N NORMALLY GROUNDED CONDUCTORS U � 0) MAY BE UNGROUNDED AND ENERGIZED TERMINALSO U ; LABEL LOCATION: MAY BE •GIZED IN THE OPEN POSTITION Q - Ib DC DISCONNECT,INVERTER Uj E 6 i (PER CODE NEC 690-35(F)) �G N O O .(D [To be used when inverter is ungrounded] • 4OPERATING • • • AMPS ,p L Ib d • aOPERATING • , tr— DRIVEWAY �/ U � 3 ELECTRIC SHOCK HAZARD LABEL LOCATION: AC DISCONNECT,POINT OF INTERCONNECTION REVISIONS THE DC CONDUCTORS OF THIS (PER CODE.NEC690.54) DESCRIPTION DATE REV PHOTOVOLTAIC SYSTEM ARE UNGROUNDED AND MAY BE ENERGIZED WARNING FIRST DRAFT 12-09-2019 R-0 LABEL LOCATION: • • OUTPUT DC DISCONNECT,INVERTER RELOCATE THISOVERCURRIENT (PER CODE:NEC 690.35(F)) rTo be used when inverter is ungrounded] LABEL LOCATION: POINT OF INTERCONNECTION . (14)EXISTING S U NPOWER Signature oath Seal (PER CODE NEC 705.12(D)(7)) ROOF#1 MODULES SPR-X21-345-C AC [Not required if panelboard is rated not less than sum of ampere ratings ELECTRIC SHOCK HAZARD of all overcurrent devices Supplying it] (16)PANASONIC VB DO NOT TOUCH TERMINALS TERMINALS ON BOTH LINE AND (330W)MODULES LOAD SIDES MAY BE ENERGIZED IN THE OPEN POSITION LABEL LOCATION: (E)MAIN SERVICE PANEL MARKINGS PLACED ON ALL INTERIOR AND EXTERIOR DC CONDUIT,RACEWAYS,ENCLOSURES, (E) UTILITY METER DC VOLTAGE IS ALWAYS PRESENT AND CABLE ASSEMBLIES AT LEAST EVERY 10 FT,AT TURNS AND ABOVE/BELOW PENETRATIONS WHEN SOLAR MODULES ARE AND ALL COMBINERIJUCTION BOXES. (PER CODE:IFC605.11.1.4) (N) SUB PANEL EXPOSED TO SUNLIGHT (N)AC DISCONNECT PROJECT NAME LABEL LOCATION. SOLAR DISCONNECT (N)COMBINER BOX AC DISCONNECT, POINT OF INTERCONNECTION (PER CODE NEC 690 17(E)) LABEL LOCATION: DISCONNECT,POINT OF INTERCONNECTION (PER CODE.NEC690.1 3(B)) (O LO ELECTRIC SHOCK HAZARD i.. •a>• Y Z F— O DO NOT TOUCH TERMINALS + J TERMINALS ON BOTH LINE AND 0 } U CM LOAD SIDES MAY BE ENERGIZED LABEL LOCATION: `L 0 130 IN THE OPEN POSITION POINT OF INTERCONNECTION SOLAR PV SYSTEM EQUIPPED O O LABEL LOCATION (PER CODE CEC 705.12(D)(4)) Uj m U) 'O ' (n � 0 � p AC DISCONNECT,POINT OF INTERCONNECTION 4 i ■ 0 WITH RAPID SHUTDOWN Q Z Z PER CODE NEC 690.17(E),CB L) — V j • �• Q N = Z a • • = Q No user serviceable parts inside O a • �• • TURN RAPID SHUTDOWN 0 LABEL LOCATION SWITCH TO THE INVERTER,JUNCTION BOXES(ROOF),AC DISCONNECT SOAr1�CTRIC (PER CODE:NEC690.13.G.3&NEC�0.13.G.4) "OFF" POSITION TO °VPANE� SHUT DOWN PV SYSTEM PHOTOVOLTAIC .• SOURCEAND REDUCE SHEET NAME LABEL LOCATION: SHOCK HAZARD PLACARDS CONDUIT,COMBINER BOX IN THE ARRAY (PER CODE:NEC690.31(G)(3)(4)&NEC 690.13(G)(4) ADHESIVE FASTENED SIGNS: . LABEL LOCATION: SHEET SIZE THE LABEL SHALL BE SUITABLE FOR THE ENVIRONMENT WHERE IT IS INSTALLED. AC DISCONNECT,POINT OF INTERCONNECTION ANSI B •WHERE REQUIRED ELSEWHERE IN THIS CODE,ALL FIELD (PER CODE:NEC 690.56(C)(1)(a),IFC 605.11.3.1(1) 11�� X 17�� APPLIED LABELS.WARNINGS,AND MARKINGS SHOULD COMPLY WITH ANSI Z535.4[NEC 110.21(B)FIELD MARKING]. •ADHESIVE FASTENED SIGNS MAY BE ACCEPTABLE IF SHEET NUMBER PROPERLY ADHERED.VINYL SIGNS SHALL BE WEATHER RESISTANT[IFC 605.11.1.3] PV-6 cc-ND O .. m N N U -coo, L to HIT - HIT - U 0CF (_) � � Photovoltaic Module Photovoltaic Module V 1J 00 N330/N325 Uj M y GO E d C O O ,� Panasonic's unique heterOfunction technology uses uttra-thin F1 FCTRICAL SPECIFICATIONS PERFORMANCE WARRANTY (7 N amorphous silicon layers.These thin dual layers reduce losses, w 3 resulting in higher energy output than conventional panels. Finaar 330W 325w 14--um Power Voltage lvpml 58.ov 57.6V a— REVISIONS Ma.imum Poway Current llpml 5.70A 565A DESCRIPTION DATE REV Oven Circuit Voltage lvocl 69.7V 69.6V —•''' FIRST DRAFT 12-09.2019 R-0 Short Circuit Current llscl 6 07A 6 03A •'w Temperature Coefficient IPmaxi -0.258%/°C -0.2%%/•C Iemperature Coefficient lVocl -0.16V/"C -0.16V/°C n Temperature Coefficient 11sc1 3.34mA/•C 3.34fffWC . NOCT 44.0°c u.0•C ' •hrrsenk >cen.stwrw n m•"'—•`'"••"' Q CEC PTC Rating lTen/alml 307,1W 302.3W Sigytattre with Seal ` I A- v a . . Cru Efficiency 22 C9% 21 7e% DIMENSIONS Module Effinency 19-7% 19.4% Wads per Ft.t 18 3W 18.OW 8' 1 rnss M.—un,System Voltage 600V WIN 1 �. Series Fuse Rating ISA 15A 1 Warriinted Tolerance l-/•I °70X/-016• .109:/-074' �' i F Advanced bifaciat cell designed for increased energy output. A A The cell utilizes sunlight reflected back from the rear side 9 � MECHANICAL p�, i material which captures more light and converted into energy. f 00 P-tuonie I,wnal Bypass Diodes 4 Bypass Diodes , PROJECT NAME Moduie Area 18.02 Ft.'it 67rwi I I a.wie i �= Wr'gnt 4081 Lb,,I1851,91 "•+ — ® � Clime—ors LsWxH 62.6a41.5a1.6 m.11590x 10S]a40 mml l L"► Cable Lenglh.Male/.female 402/40.2in 11020/102omm1 i Cable Size/Type No 12 AWG/PV Cable E ....,,.�... ,a n w us - (Q Connector Type Multi-Contact`Type IV IMC4'"1 I ".a sx ,r - - u Q C4 • w�x�ia- � .a.es.�u"rwwe G h1 iWr~IY 'aMr'~r.l ni�01~rl Stan,W:no/Snow Load 112PSF15400Pa1••6• .+ ea i.rr s.ta Y Z 0 Our competitive advantages """'""'"'"" v c�� Pal;et Dimensions L•WxH 63.7xf2.2x<4.4 m. (/� � M Srtren•-A' Sect�m e-9' Quantity per Paltel/Pallet Weight 24 pcs/1049 Lbs.1476 kgl und.mcbes Imml •%ease refer to the I-Wi.ion Manual for d'"e,ern toads O X IX CO High Efficiency at High Temperatures 25 Year Product and Performance Warranty• ouanhty per 40 Container 672 pcs ---- ---- - ------- _ -- - As temperature increases,HITT continues to Industry leading 25 year product workmanship Quantity Pa,20 C.'".er 288tics W m O (0 � DEPENDENCE ON IRRADIANCE perform at high levels due to the industry leading and performance warranty is backed by a century DE rA 0 O 00 Q temperature coefficient of-0.258%/0C.No other old company-Panasonic.Power output is 700 Q Q Z Z module even comes close to our temperature guaranteed to 90.76%after 25 years,far greater OPERATING CONDITIONS&SAFETY RATINGS 60o Z.) > W characteristics. That means more energy than other companies. Soo tl- > Z a throughout the day. a N H O Q 0perahry Temperature -40•F to 185°F 1-f0•C to 85°Cl _ 4 00 tV = Hail Safety Impact Velocity 1'had5tone 125mm1 at 52 mph 123m/sl a- Quality and Reliability gy Higher Efficiency 19.7% Safety 6 Racing Cerhhcatwna UL 1703.cUL.CEC u 300 O OPanasonic's vertical integration,20 years of �' Enables higher power output and greater energy UL 17W Fire Classihcahon Type2 200 tppw,„+ experience manufacturing HIT'and 20 internal yields. HIT'provides maximum production for your ao — W Limited Warranty 25"Yrs WoOnnarnhq and Ptwer Output lUnearl' — tests beyond those mandated by current limited roof space. standards provides extreme quality assurance. o io 20 30 4o so so To eo NOTE!Stantlard I-,C-ddiaos�Aa rrvss 15:u.adiance.100MWm+:cell temp 25•C -- - - - . _power al oefn y.F«guxantee cora�tans.please check wr guaramee tl«u rat Voltage IVI '••Ma InStalla6on reed to le reg—'m through our websrte wlhn 60 days Ifelcinmca data for model:VSHN390SA77 Low Degradation Enhanced Frame Design +onae,tore—twenty ewe 115;year Prvd ct workmanshp Dt a Ase.Produce WDrk—snip wube 1Ce11 lemperature:MCI 9 9 SHEET NAME HIT"N-t e••cells result in extremely Low Light A new 40 mm frame increases durability and YP Y 9 // y w year v7sn,mIN e a tear°2a:annua degraasuon io year n &CAUTIONI Please read the installation manual carefully before using the products. EQUIPMENT Induced Degradation(LID)and zero Potential strength being able to handle loads of up to 5400 Pa. SIC ��fi<c W SSM414not �OPIYed ryct*module lnsetl�ertrcrMe�"e�o�" �'°"°e,; ;o H;.hW a�� _�trl SPECIFICATION 9 p Induced Degradation PID)which supports Also,the water drainage system give rain,water and reliability and longevity.This technology reduces snow melt a place to go,reducing water stains and annual degradation to 0.26%compare to 0.70% soiling on the panel.Less dirt on the panel means SHEET SIZE in conventional panels,guaranteeing more power more sunlight getting through to generate power. for the long haul. ANSI B HIT'i6 a registrrM Trademark of Panasonic croup , 11" X 17" SHEET NUMBER PV-7 ■ o E .. o N p ..�. N C V cc: � 7 r- � Enphase IQ 7X Microinverter NoO Enphase Microinverters Uo U INPUT DATA(DC) IQ7X-96-2-US •O Goo Commonly used module pairings' 320 W-460 W+ MUJ 0 t. Module compatibility 96-cell PV modules E d Maximum input DC voltage 79.5 V C p p .+� Peak power tracking voltage 53 V-64 V m L In _ Operating range 25 V-79.5 V 0 d 3 Min/Max start voltage 33 V/79.5 V The high-powered smart grid-ready Max DC short circuit current(module Isc) 10 A Enphase Enphase IQ 7X Micro'dramatically simplifies the Overvoltage class DC port it REVISIONS installation process while achieving the highest DC port backfeed current 0 A I Q 7 X M i e ro i nve rte r PV array configuration 1 x 1 ungrounded array;No additional DC side protection required; DESCRIPTION DATE REV system efficiency for systems with 96-cell modules. AC side protection requires max 20A per branch circuit FIRST DRAFT 12-09-20119 R-o OUTPUT DATA(AC) @ 240 VAC @ 208 VAC Part of the Enphase IQ System,the IQ 7X Micro -Peak output power 320 VA _- integrates with the Enphase IQ Envoy'",Enphase IQ Maximum continuous output power 315 VA Nominal(L-L)voltage/range' 240 V/211-264 V 208 V/183-229 V Battery'",and the Enphase Enlighten-monitoring Maximum continuous output current 1.31 A(240 VAC) 1.51 A(208 VAC) and analysis software. Nominal frequency 60 Hz sowlit"oft sew Extended frequency range 47-68 Hz The IQ Series Microinverters extend the reliability AC short circuit fault current over 3 cycles 5.8 Arms standards set forth by previous generations and Maximum units per 20 A(L-L)branch circuit' 12(240 VAC) 10(208 VAC) Overvoltage class AC port III undergo over a million hours of power-on testing, AC port backfeed current 18 mA enabling Enphase to provide an industry-leading Power factor setting 1-0 warranty of up to 25 years. Power factor(adjustable) 0.85leading...0.85 lagging EFFICIENCY @240 VAC @208 VAC CEC weighted efficiency 915% 97.0% MECHANICAL DATA Ambient temperature range_ -400 C to+600 C PROJECT NAME Relative humidity range 4%to 100%(condensing) Connector type(IQ7X-%-2-US) MC4(or Amphenol H4 UTX with optional Q-DCC-5 adapter) Easy to Install Dimensions(WxHxD) 212 mm x 175 min x 30.2 Trim(without bracket) Weight 1.08 kg(2.38 lbs) Lightweight and simple Cooling Natural convection-No fans O IO Faster installation with improved,lighter two-wire cabling Approved for wet locations Yes 00 � Built-in rapid shutdown compliant(NEC 2014&2017) Pollution degree PD3 Y Z O Enclosure Class 11 double-insulated,corrosion resistant polymeric enclosure —J (� all Efficient and Reliable Environmental category/UV exposure rating NEMA Type 6/outdoor M FEATURES = O O Optimized for high powered 96-cell*modules Communication Power Line Communication(PLC) LlJ m fn O Highest CEC efficiency of 97.5% Monitoring Enlighten Manager and MyEnlighten monitoring options W 0 O O More than a million hours of testing Compatible with Enphase IQ Envoy Q Q Z Z Disconnecting means The AC and DC connectors have been evaluated and approved by UL for use as the load-break V > w disconnect required by NEC 690. Class II double insulated enclosure Q � > Z a UL listed Compliance CA Rule 21(UL 1741-SA) Q N = 0 Q UL 62109-1,UL1741/IEEE1547,FCC Part 15 Class B. ICES-0003 Class B, CAN/CSA-C22.2 NO 107.1-01 a Smart Grid Ready This product is UL Listed as PV Rapid Shut Down Equipment and conforms with NEC-2014 and 0 NEC-2017 section 690.12 and C22.1-2015 Rule 64-218 Rapid Shutdown of PV Systems,for AC rn Complies with advanced grid support,voltage and and DC conductors,when installed according manufacturer's instructions. frequency ride-through requirements Remotely updates to respond to changing grid requirements Configurable for varying grid profiles SHEET NAME Meets CA Rule 21 (UL 1741-SA) EQUIPMENT U 1 1.No enforced DC/AC ratio See the compatibility calculator at hitasdlenphasesorn/en-uslsupp9ttlmodule CQmaatibildy. SPECIFICATION L "The IQ 7X is required to support 96-cell modules 2 Nominal voltage range can be extended beyond nominal If required by the utility 3.Limns may vary.Refer to local requirements to define the number of microinverters per branch in your area, SHEET SIZE To learn more about Enphase offerings,visit enphase.com u E N P H AS E To learn more about Enphase offerings,visit enphase.com E N P H AS E Energy All r,ghts reserved All trademarks or brands used are the prope ty of Enp!lase Energy.Inc ANSI 11" X 17" SHEET NUMBER PV-8 ■ O E .. O N O O N N U O LO (/) (D O IRONRIDGE Flush Mount System "� V 0 3 "� O0U XR10 Rail XR100 Rail XR1000 Rail Bonded Splices rn CO UJ � m m m �O E 6 � 0 0 LJ A low-profile mounting rail The ultimate residential A heavyweight mounting All rails use internal splices REVISIONS for regions with light snow. solar mounting rail. rail for commercial projects. for seamless connections. DESCRIPTION DATE REV 6'spanning capability 8'spanning capability 12'spanning capability Self-drilling screws FIRST DRAFT 12-W2019 R-o Moderate load capability Heavy load capability Extreme load capability Varying versions for rails ��• Clear and black finish • Clear and black finish • Clear anodized finish • Forms secure bonding UFOs Stopper Sleeves CAMO Grounding Lugs Signature wrn,Sea ,r V7 Universal Fastening Objects Snap onto the UFO to turn Bond modules to rails while Connect arrays to bond modules to rails. into a bonded end clamp. staying completely hidden. equipment ground. Fully assembled&tubed Bonds modules to rails Universal end-cam clamp Low profile PROJECT NAME Single, universal size Sized to match modules Tool-less installation Single tool installation Clear and black finish Clear and black finish Fully assembled Mounts in any direction Rttilt fr�rnl .'s +ntrnhAt rnnf- Attachments.; IronRidge builds the strongest mounting system for pitched roofs in solar. Every component has been tested to 0 LO the limit and proven in extreme environments. FlashFoot2 Conduit Mount Slotted L-Feet Bonding Hardware Y J Z 0 O ~ Our rigorous approach has led to unique structural features, such as curved rails and reinforced flashings, and U) U cD is also why our products are fully certified, code compliant and backed by a 20-year warranty. — O � CO v 0 Strength Tested 07 0 Z0 00 O g PE Certified _AR 0 Q > Z All components evaluated for superior Pre-stamped engineering letters Flash and mount XR Rails Flash and mount conduit, Drop-in design for rapid rail Bond and attach XR Rails Q r- > Z O_ structural performance. available in most states. with superior waterproofing. strut,or junction boxes. attachment. to roof attachments. C) cV O Q Twist-on Cap eases install Twist-on Cap eases install Secure rail connections T&Square Bolt options CL Class A Fire Rating Design Assistant Wind-driven rain tested Wind-driven rain tested Slot for vertical adjusting Nut uses 7/16"socket O0 Mill and black finish Secures /e or 1"conduit Clear and black finish Assembled and lubricated Certified to maintain the fire resistance Online software makes it simple to rating of the existing roof. create, share, and price projects. — Resources — _ Design Assistant NABCEP Certified Training SHEET NAME UL 2703 Listed System 25-Year Warranty Go from rough layout to fully Earn free continuing education credits, EQUIPMENT ® Entire system and components meet Products guaranteed to be free engineered system. For free. while learning more about our systems. UU iu UU;U klJirl;rUyc. G1YlIlldrlirlfy SPECIFICATION newest effective UL 2703 standard. of impairing defects. i SHEET SIZE ANSI B 11" X 17" SHEET NUMBER PV_9 . o------------- ■. o O C.-:4O N N U O � CO O U ' o to N U UO U M Pow W 0 — 1 T111 N E m �,, ■ 1I r \ 'J O 0 to MMDECKIaDeck �,/ �r1�71�\ r e n V CiDISH AAOVNIING $Y$tE*A ? I lu PV ROOF-MOUNT ENCL-C>SURE REVISIONS DESCRIPTION DATE REV FIRST DRAFT 12-09-2019 R-0 INTRODUCED R SolaDeck Part # 780 SAIMMMIN2097 Specifications: I Signature with Seal I 18 Gauge Steel Base 1 and Cover 2 g O O Pre Punched 7 holes in base(1)for roof deck Pre Punched 4 holes in base(1) and cover(2)for match Draw Process both parts Powder Coated to withstand 1000 hours Salt Spray (Primer Gray) t' High UV resistance 15" x 15" flashing dimension U150 Type 31111 Enclosure.Stamped 18 gauge Cavity dimension 8"W x 9" L x 2.5"D gal.steel•Powder coated finish Approx. 162 Cubic inch equipment cavity PROJECT NAME Weather light Norloked steel base late 3 to drawn base 2 P O O Three knockout locations .5", .75" and 1" Enclosure Includes: PV Roof-Mount Combiner/Enclosure 3" DIN rail installed Grounding Lug- Installed (In Equipment Cavity) •Dual ground lug Wire Strain Relief Clip—Installed (In Equipment Cavity) o •Universal DIN rail Benefits Hardware pack withstands 500 hours Salt Spray oo N • 1/1".3/4"a 1"knockouts 7-2" Trusshead Screws } Z o -The ability to prep the building is now possible X � , • Wire strain relief clip 4- .5" 8-32 thread cutting screws cn U (0 •Replaces several parts used today • Complete hardware package •Provides professional looking install 4- #10 Bonded Seal washers 0 0`00 •Saves time on install 1 —Foam closed Cell Seal O o •Allows for easy access ETL Listed UL50 Type 3R U) 0 0 Co 0 •Guaranteed seal toroof Total Weight6.9 pounds each o U Z Z Low profile design > u Z i '� -- • !K - - Q N Z a - Packaging: Q ~. = '�l� s� Individually bagged and boxed a +`� ,+!' fototodact 1#10rNatloa contact us at „ Box dimension 15.5 w x 16" L x 3" D 0 i 18661361-7782 White Carton labeled with Cutout template sk Print One Color- Black www.commdeck.com Master Cartons of 6 Units each Master Carton dimension 18.75"x16'x16.375 SHEET NAME x•.,,,, -�: 1'•�. R Enterprises,ises, Inc Master Carton Weight—42po unds EQUIPM ENT 2219 Heimstead Road 18 Master Cartons per skid Approx 800 pounds with skid SPECIFICATION Eau Claire,WI 54703 _ ow 1 866 367- 7782 2219 Heimstead Road. Eau Claire.N 54703( Phone:715/830-9997 Fax:715/830-9976 866/FOR-RSTC(367-7782) SHEET SIZE www.renvu.com I info@renvu.com 1 (855) 755-5855 r e nv u ANSI B 11" X 17" SHEET NUMBER PV-10 i �� Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# Date: IZ11Z� Iq Sprinkler# ,2,?, Estimated Cost $ 9 FINAL APPROVALS Permit Fee $ Building _ COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. SIGN ON REVERSE SIDE / Total Fee $ / .?• 0 i TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: 1) l�� -V Z �? Applicant C'TFC Sol4r / Mirhael -Corr; LocationofWork a., ___ Lot No. Applicant's Address Ln uJ Tel # 'R'GU t 14 Town D 1_ 0 Zip O L,u1 ti Lic.# Owner —T`�o- j,,o� 7z� v',Y.-A, 11 Architect Owner's Address 2-1C aMW rid 1&eV-C- Architect's Address Is. kl�v�C11,S4r • Zip a(a CJ 1�i Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit /,7-ifs u u r-o"n4-" ' d l.-- ✓»W1'1 - �►,� hn�e116 Kul City Water Well J Septic System Sewer J Ins: HO SP Cert. Area Basement Garage Approved Use Group -Construction Type �,l 1 qO,�g6 j 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 ajeration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be loca a pro distance from all street lines,side yard lines,and required distances from all other zones and is located in which s /work its use is allowed. Signe I hereby apply for a Certificate of Occupancy fo escribed in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS :I L.... __. ._....... _ ..L --.... _. _ ...__.. . �_ _. 04W9794 07/28/04 B I M A TE R I A S 1-877-218-8366 HOME COMFORT NOW, LLC TE M 0 , Inc . FAX (586) 286-5409 NOTICE : 0 eP SH To Y u SENT BY: JACK LANDRY, X19 THIS JOB HAS NOT BEEN CONFIRMED. W ADDRESS: 13 HIGHLAND STREET ON: 7 2004 7 2 t PLEASE FAX AN APPROVAL WHEN READY TO ORDER. = cry EAST HARTFORD ST CT zw 06108 PROCESSED BY: STEVE SALTER x239 2 RELEASE APPROVED BY � —' N PHONE 860 610-2025 FAx 860 282-0230 CHECKED BY: LEAD SOURCE: JOB NAME SERKOSKY P.D.# 2589 SCHEDULED SHIP DATE: MALLSIt - DATE SHIPPED: 7 #: 2004-0138-273 NOTES.- TRACKING ROOF SIZE: 13'-0" X26'-O" TRIM COLOR:SANDSTONE O0 I-[1 ❑ROOF PANELS ROOF LOAD 35 P.S.F. 4AUGE 90.00 03a2 2 NLEI. 96.00 O.C. L TY �D ROOF COMPONENTS STUDIO 3" 4 1/4' T¢E� 4' X�3'-0" WALL HEIGHTS DO NOT INCLUDE ROOF THICKNESS TOP"'"1S0" WALL PANEL WALL PANEL 7 W w.aLL o�oL�OR WINDOW STYLE 90.00 INTERIOR FINISH EXTERIOR FINISH X. > I.G. pWHT ❑WHT X. 3 SAN 3" GLASS & SCREEN OBRZ pBRZ 20' Kv11TE HANpNC RAIL E— 2 ■SAN MILLKOR ■SAN MILLKOR 20' cuTTER W/crA 4jSP-1 GUARD-9 2 WNDOW/DOOR SECTIONS PLEASE SPECIFY HEIGHT 00Ro as FILL PANELS: W X H 0T1 ac �p ROOF CLEATS W 17 20 6 3 X 3 x 44 x 96 1 CATHEDRAL CLEAT - 17' v 4 X $ 1 ®F x 13' C-FASCIA 2 NA z 4 X F 3 x x 20' C-FASCIA LINEAL COMPONENTS 2" X 6" x 16' DECORATIVE BEAM/POST p 5 X $ 2—OF 6 16' BASE/CAP EXPANDER 2 3" X 3" X 20' POST W/SHOES 1" 5 X 20' BASE/CAP EXPANDER 4 DOWNSPOUT KIT X 20' FEMALE 2 DELUXE IG SKYLIGHT 2 X ROOF TEK W/PLATE 50 FIXED LIGHT 10.0 X 16' CORNER 1 FIXED LIGHT 18.5 X 8 20' MALE FIXED LIGHT 24.0 X #6 x 1 IAV SELF-TAPPING SCREW 25 20' HEADER EXP. /a x 1/2" TEx SCREW. PHILLIPs 5' PATIO DOOR sou AR ❑S W 500/300 20' ELECTRICAL MOG. 0 MASONRY DRIVE PINS OR 3 1/2" LACS 5' P.D. OPENING X 0 20' VERTICAL RACEWAY W/CAP SOLAR SEAL ■WHITE [3 BRONZE ■SANDSTONE 24/12 PC X Z 1/4' r.P. SCREW 6' PATIO DOOR 20' ANGLE (1") b' P.D. OPENING X 20' EZ TRIM SPLINE 50 8' PATIO DOOR00 16' EZ TRIM 'Z 8' P.D. OPENING X. AFTER—CARE KIT W ROLLER ASS Y FIELD KIT 45' ADAPTOR 16' MUCH—UP SPRAY OR PEN OR 130ME .14- FULL VIEW RH LH ) 20' WALL STUD 3' OPENING:36 x 80 x 8 7/28/04 14:37 TEMO, INC. STEVEN SALTER (586) 412-6012-+JAcx C) U) U) ;u z (A C) (A _ D> I M 0 m Iz U) loc C) z m rn 0 0 (A p .0>cz 07 e... CCU,0 0 a)c) >C3 OZ Z>80 r orl(11;u .ER: IlAtErlKiFF 4 04-7794 PH. m co 0 W9 RKOS=KY TEMO SUNROOMS, INC. ROBERT A. WALZ, PE ;;27 CADEBUFRY LANE 20400 HALL RD ]12 400 HA i S So 'M Cr 20400 HALL RD H ;o CLINTON TWP. MI 48038 CLINTON I To UT NOSOR 0 07 L N N OUTH WNDSOR, CT 06074 CLINTON TWP, MI 480.38 r . —0 410 (B 77) 2 la_ ON tir-SIEVE SALTER .0 /28 L PHONE: (586) 286-0410 (877) 218 8366 X287 I D;ArE;07/28/o+ SCALE:NONE FAX: (586) 286-5409 If u cc 4 4' 7/28/04 14:46 TEMO, INC. STEVEN SALTER (586) 412-6012-+JACK I t I. D Ti to O -f C r- > m(A -4 rn m > 0 rrl > (.A C.) z m z rn to 0 m C) C-1 > nF 00 0 a (A m z ALER:HOPJECOMF 04W9 TEMO SUNROOMS, INC. ROBERT A. WALZ, PE ;ERKOSKY 20400 HALL RD 20400 HALL RD 27 CADBURY LANE CLINTON TWP, MI 48038 CLINTON TWP M1 48031 SOUTH WNOSOR, cr 06074 PHONE: (586) 286-0410 (877) 218-8�66 X287 AWN BY. STEVE SALTER W SCALE.NONE FAX: (586) 286-5409 LIC # PE 16383 7f 7/28/04 14:44 TEMO, INC. STEVEN SALTER (586) 412-6012-►JACK 1/1 rri -n m > > r Q m m z 56 > C-) M ;u c rn -u -u ;2 (A (A (Al Lf) > > > > r— Z Z z z X 0 0 cj 0 00090 zzz > M M m rrj MOCINVA -G*Vtp d000 ONIMS O is rn ?s (A U) O :Jz (A c 0 > M z 0 M -T, m ic ;u M F- z 0 0 i m Z C co I P rri z C) rn cc) > m z O 35" 1MNDOW N 18-3" HAND. nmmo z umm 5;C3 LA rm- C,m rri — >Z z(A> D F C m>F- c K-o z > :00Z 0 W D m 0 oZ m LLER:HOMECOMF 04W9794 PH. R013ER T A 00 0 y �24 HA TEMO SUNROOMS, INC. ROBERT A. WALZ. PE --RKOSKY C) 20400 HALL RD 0 27 CADBURY LANE CLINTON0400 HALL RD So CLINTONCLINTOWP, MI 48038 CLINT N TWP, m M By. S SOUTH WNDSOR;. CT 06074 0 1 48038 T PHONE: (586) 286-0410 77 0218-8366 X287 WN BY: STEVE SALTER DA E.07/28 04 X (87 LE;1/4"=V FAX: (586) 286-5409 LIG #PE 16383 IIVJ I ALLtt-<b LA T UU I bK L I UH VERIFY ALL FILL MEASUREMENTS BEFORE CUTTING NOTICE- THIS JOB HAS NOT BEEN CONFIRMED. PLEASE FAX AN APPROVAL %HEN READY TO-ORDER. RELEASE APPROVED BY 00 mS In q- CUSTOMER HOME COMFORT NOW, LLC 06 z JOB NAME: SERKOSKY r 'I 00 3" WALLS 0 In In z > 12'-0" Al 3 A 12'-0" (JI IF THE EXISTING OVERHANG IS TO BE REMOVED n THEN SPECIFY A "WALL MOUNT" YOU SPECIFIED ZERO FOR THE OVERHANG. THANK In In z (,4 c;I 00 c; f A2 55 55 44.5 55C� 55 0 5 1 /4 5 1/4 2 18'-4 1/2" 5'-7 1/2" M SPLICE EXPANDER 241-011 0 NOT TO SCALE 0 r'l IC80 EVALUATION REPORT PFC-5176 ICB0 EVALUATION REPORT ER 5262-P NER-567 C. N G7 W m L LJ p U O LLJ mm d 3 c: NN0 N ig S IF. S ., ROOMS AND P WI THm � LL 9' PAGE NUMB COVER SHE X OFF SHEETS a n 1 - FLOOR PLANS, ELEVATI~O n ¢ ROOF "FLANS O N 2 3" SUNROOM SYSTEM , PARTS, - TAILS and t IOTES m 3 3" SUNROOM PLAN , SECTIONS nd DETAILS go 4 3" SUNROOM DECK and *SLAB ATTACHMENT DETAILS W 5 3" SUNROOM SYSTEM TABLES 6 3" SUNROOM TEMPERED GLASS WINDOW DETAILS " 7 3" SUNROOM DOOR PARTS, DETAILS and NOTES -- W Ckf W J J DAZE MAY 06, ROBfItT A MALZ PE 26100 ROAD CLJNM ,1/ L10E>SWE 16363 r WG. 37ES • � o a o N M EXISTING STRUCTURE W ROOF PROJECTION M Ckf % "' m Qo w D rnN ¢ F F a o ROOF PANEL I K ROOF PANEL n C.D o Z "' o F o OPTIONAL c_> DOOR » . O z 1-6 6' & 12 ¢ Q DOOR3-Ox6-10 a MAX. 1ft c TYP. % % % i i % U- Cl co 6' a STANDARD NON-BEARING MULLION SPACING STANDARD BEARING i�UWON SPACNG VARY TO SUIT SEE TABLES DWG. 3TES5 SEE TABLES DWG. 3TES5 `D as SUNROOM END WALL ELEVATION SUNROOM FRONT WALL ELEVATION TYPICAL STUDIO ROOF SUNROOM PLAN49 � b o EXISTING STRUCTURE %one • Co j a ROOF PROJECTION ROOF PANEL J U p I z� ROOF PANEL H H J oZ m Z O Z LAJ 0 o OPTIONAL W m DOOR m o 1'-6' 6' & 12' Ex o a o 0 MAX. jo / j / CD F % % j j % j M P : DOOR 3-0 x 6-10 z G i d N 6' & 12' X STANDARD BEARING OR NON-BEARING STANDARD BEARING OR NON-BEARING VARY TO SUIT MUWON SPACING PER ROOF PANEL LAYOUT MULLION SPACING PER ROOF PANEL LAYOUT POSSIBLE is ad SEE TABLES DWG. 3TES5 SEE TABLES DWG. 3TES5 PANEL PROJECTION S z S o a SUNROOM END WALL ELEVATION SUNROOM FRONT WALL ELEVATION TYPICAL GABLE ROOF SUNROOM PLAN o Li Co W DAIS uAr 05.20O4 ROKU A.WAl.2.PE NOTE: M100 WL RW ALL SECTIONS & DETAILS REFERENCED aMM 7W-K HERE ARE SHOWN ON SHEET 3TES3. UCMqPE 103°' Dwc.na: F:\11 x17\37ES1 3T E S 1 1 OF 7 GENERAL NOTES do SPECIECATIONS • 1. M PATIO COVER SYSTEM IS TO BE INSTALLED UNDER TIE ROOF PANEL OC) SIDMN ON DRANNG N0:3H34 OR UNDER A CODE-APPROVED E7WW ROOF. N 2. DESIGN LOADS: SEE TABLES FOR DESIG I LOADS AS SPECIFIED PER THE 2000 NMNA70M BULDW CODE 3. SCREW FASMNERS SHALL BE THE SZES SI10MN AND SHALL BE STAINLESS STEEL. LIC PLANED,GALVANIZED SIM OR 2024-T4 AL.IMLIY. m 4. ALL STRUCMRAL OOIPONFNTS OF IM PATIO COVER SYSTEU DGCFPT SOLD m PANELS ARE OF ALLOY k TEMPER 8053-75 LELFSS SPECIFICALLY NOTED �= S ALLDGTDBOR PORTIONS OF THE SOLD WALL PANEL MBCH ARE MLECT TO 0 WATER NTRU50N SHALL BE FULLY CAULM fL OPENJ1iGS N THE WALL MAY BE COVERED TM A MM BREAK MADE OF 701PERED 3.00E STANDARD MALE ^ 3.00E STANDARD FEMALE 3.0 ' rSTUD 3.00E 4Y ADAPTER � 3.00E BASE/WALI. CAP Q S MLTH A MMI1 MOIESS OF 1/8 NCH THAT COMPLIES METH THE CODE (2729) l,J (2696) 1 3 (5800) l (J (,emu) 7. WERE THE ROOF PANEL SPAN IS PARALIFL TO THE DOSHNG WALL OF THE n - RESIDENCE:THE ADEQUACY w THE DOSTNG WALL SUPPORT STRUCTURE(STUDS. HEADER$BEAMS ETC:)SHALL BE VMS BY AN INDEPENDENT SD1 M FOR BS THE ATTAOKNNT OF THE r=BEAIL THE ADEQUACY OF THE E>a M FRAWG IS NOT A PART OF THIS DEM OR APPROVAL t r L THE BW"SYSTEU MUTTONS NAVE BEEN DESIGNED FOR LOAD COANATIONS REQUIRED BY THE 2000 NIFRNATIOIAL BIILDNG CODE. a A e $:a I ALL ALUMINIUM N CONTACT MTH DISSIMILAR MATERIALS SHALL BE PROSE= � � yH �?x° PER CODE. x 10. CON OWIE DGPANSION ANOM SHALL BE'1RU FAST Z41L C NALN.'H LlI HGMIc-BOLT r ANCHTORS OR EpUVAtENL THE 1/4•/ANCHHORS sHIu1 HAVE / y A YNMIY TENSION VALUE N CCNCAf1E OF 565 POUNDS WDOD LAGS SHALL BE 1/4•BY r GALVANEffD LAG BOLTS. 11 ALL DMNG WOOD 5 TO HAVE A MINIMUM SUM GRAVITY OF M41L ,( 1L SEE TAKES(A)AND(B)ON SHEET 3=FOR DESIGN WIND LOADS 3.00E CORNER 3.00E TOP TRACK IXPANDER- . ' �3.00' ER 00 (3549) l J (8544)/ .7 - _, (11 4 8 (11�147)' 9 11 H Ll FR �,- K :-'may=•`' � � of £ ''t �'- 3.00E KP ADAPTER 3.00E LEFT JAMB 3.00E RIGHT JAMB P '~ t " �, .00. TRANEADER .00� TRAN011,S = ,� M JAMB VERTICAL RACEWAY CAP (2664) 10 (11149) 11 (11150) 1 2 " _`';`� 'f "''�' 11�32 13 11129 '` 14 g fu. ,ya4.: _,x' ( �.. `,. ( ) ¢ U—, (1t002) 15 (8291) 16 0 -.._yam; 3 •'°' N 4iY 0 F-- C�, Q Z � d Z * d;d N � N W -.J O N M N p DATE MAY M 2004 ROBERT A.WALZ,PE 204100 _MALL ROAD RAIN GUTTER 'C' FACIA 3.00E HANGING RAIL 4.25E HANGING RAIL 3.00E VERTICAL RACEWAY LOPE 1J°' (44215) 17 (44218) 18 (5803) 19 (5859) 20 (8289) 21 D� F:v,x,7\3,ES2 3TES2 2OF7 a•1 •r • as ,> ��a r �Iw)w� rwIIIII.II''�l 111 111 �►eee eee eeeee ••NN.) � ( �e♦jeejeej�♦ � i �a>1 7 • ' ]' •" ► - •e j j j r..'.��'��••►�i�i�i�i' ' ►eee♦ ♦ee♦ ►�.���.����.�. . 71 rl 1 a• 1 ♦eee 1 ��eeeeee� ►.�.�.�.�.�.�.��►.�.�.�.�., 1;� �� � a 7 / , •eee♦ ♦�.�.�..�•��• ./ - �eeeeje� ►eee♦ ..•.�.47 POP .•..•.•.•.•.. •......�v. ui�if • a •► ►e e e el� leeeeeeee, ►... ..p ...• ♦eeee ♦............ � ♦..........♦ 1�.......♦ ♦eeee ►........•.... !.....�...� •�-�.e.��..��i .� ►eeeeee����eeee, .........►.... ♦.eee.eee♦ i��...e..�... - .���• eee♦ �% i.....e...... •......��� ►1 1 r l�i�i�i�i�i�i�i�i�i�• !��i�i�i�i�i�i�i' `•.` r a • ,. 111 v• r _ ar 7r 7' ar -s a-. .r. - _ .�. r .• `I 1 7 1 17 ► a 4� ;e• ) ( •eeee I'n� mill eeeeeeee.� �eeeeee� ....� ►eeee .- - --- • - -- �•eeee,� ��eeeeeee� a r� 60 ►•e •�•eeeeeee�eeeee•� �eeeeeee� 7 '7- c� III:e eeee••••••••••••� Ip ►eee♦ leeee� .eeeeeeee••' •eeeeee• :eeeeee• ►•••••••e•••••❖•••••, �eeeeee� ) ( �eeeeee� ►•eeeeeeeeee•� /• :1 / �— `��, �ieie�•: ■►�. �eie�e�� ,• 1 ►e e e e e•e e e e� - 1 1 ,r 7 ,• ►�e�e�eve�e�e���������� 77 • © 1 - © •7• p ►•••eeee e�eeeee•� 7 r .1•. 7• 1 i l.. .1.11. iH71 •.,,. -r. 1 .a a ar arORr a •a- © •a• © •a ar ar is � �-+ ►eeee�' ( eeee. I�ul.... ...,IIU ♦eee•� ►eeeeee•e� ►eeee-- le4 - �eeeeee� �eeee� � = �eeeeee� ��e�e�e� �eeeeee� �eeeeee� � - �eeeeee�_ �•eee� _ - ►eiiii �•iii� - �ei•�•i IF a ILI © .1 11 �1 1 1 • 1.,. ,.I1.1,. •7 C 1 1 / O 1' 11 1•• ' ' 1 " 1 O ' , ' •1 i�i�i�i�i�i�i�i ►�i�i�i�i�i�i�i! / .. © © 1 •1 1 1 • �• ►i�i�i�i�i�i�i�i = 1 / A op Nr Np UP a M; T' •1 7' . r�9,��ai 1 1 4ft • 24 • 1• 11 _I�I. • 1 11 ,. .30 . , .« 0 N 1-- M 3 TABLE "A": BEARING WALL MULLIONS TABLE "B": NON—BEARING WALL MULLIONS In MAXIMUM MULLION TYPE MAXIMUM MULLION TYPE 9 W MULLION DET. 0 DET. QQ DET. © MULLION DET. Q DET. B DET. s SPACING MAXIMUM MULLION HEIGHT SPACING MAXIMUM MULLION HEIGHT E g 40 PSF SNOW LOAD, 110 MPH WI �_ 40 PSF SNOW LOAD, 110 MPH WINDg 36" C/C 10'-6" 1'-9" , x - 9" 36" C/C 11'-1 p" 12 —0" 12'-0" 46" C/C 89_9" �. " , 46" C/C 9'-8" 12,_p" 56 1 2" C C 8'-0" 10 —9 `m. _ — 12'-0" . . - 4 .�. » " C C 8' 8" 12' 0" 11'-8" 1 = ti TABLE c m N .z F ,C .9 ERIA FOR HOME COMFORT PANEL SPA . _r :_ ¢ - ir'a Ar ��QRD, CONNECTICUT DESIGN PANEL DESI ATI t. t ry LOAD T— 3— 2— 32 . 25— =s`a?' l • !.:Y.F', k"vt 4N'-' P" ._ ' '"SV '"SSii••33_ 's _ _ x D^ 40 PSF SNOW LOAD 13 _ D 110 1<� •���,-¢ • "-;. � -yeti•` ., '�"' ,� `�� . N PH WIND . MAXIMUM PANEL OVER '_HANG I S 1 6 - - - _F�_, .,:.:�s _ _ - e� - � � •a=Y.e... � � I MINIMUM ROOF PANEL SLOPE IS 1 4 IN r ,a CH PER d•liy`�: ,�: � N W O ...1 C) m Z 1Q— N =E LLJ c0 } � N DAIS MAY M 2004 ROM R7 A,Y Z FE 20400 HAIL ROAD MKTCN P4P.M UCWJPE lam Mr.N0 F:\I ItI7\M0MEWMFOR'M 3T E S 5 50F7 STRUCTLFAL MULLION SPACING " IG G �ASSUNITSa SEE SOiEDU STIIUICTURAIL MULLIONS IE BELOW oGLASS04 mw � m LLI M.oO.HEADER PER 95 O MC M HDOER PER O W HORIMNIAL SASH 24 EXIERIOR SCREEN FWAIE F1 I OMOMIDUS WEATHER BRUSH SCHfDLI E BELOW FOR _ EACAN S MM CE OF- I Q IX ON ALL ARMW SASH F M1E DIMENSIONS g RAL ICWONIAL SASH O VERIIGInfo N cn SO MO SEW CRAM INkRSH I NfAL SASH E.� cou C] ALL Mrou)SkSWEATHER BRUSH VERTICALLY ADJLWABE ALL ARdLD SASH fllAlE K 1/2'INIRLA ED MASS UNIT 8 vmTlCAL F tlI'TEFEED MASS CONT I M Nu PIS IA SEATED SASH ERNEIE AIDILD PERIMETER OF GLASS ROLLER ASSO6LY W/Q"- � 2 ICLLFAS SEATED M l% W ... _ SEA N SAS FPAK {� RNL OF EACH SASH ERNE _- AROUO PERIMETER OFCONTINUOUS nests BRUSH ROUEN AT IE'40M�ORBS � � 1EA ROlS SEATEDY wM IDMFIt lAh wAL OF OCK SVH nV E Zia D3EIOR SCREEN AWERML •i�o - -- MMFICA71ON LABEL PER BC SECTION c TYPICAL EACH 2406 ON EACH PANE OF GLASS CORNER OF EXTERIOR SCREEN FlMAIE "wow SLL PER Oow K f SILL PER 0' VER7ICAL SASH PER 25 VETt11CAL SASH PER O GLAZING gg SID - L SIDE VIEW E VIE NOTCHI VERTICAL SASH b MITRE VERTICAL SASi m SYS THROUGH VERTICAL GLAIIlG sNa THROUGH VERTICAL M70 CENTQt SCREW C INTO CENTER SCREW g CWISE AT HORIZONTAL SASHt ir CHASE AT HORIZONTAL SASH tTli c CLEAR WIDTH - SEE SCHEDULE - - SEE SCH DLU NSM VOTH - SEE SCHEDULE O HORIZONTAL SASH PER 24 HORIZONTAL SASH PER 27 O 1 i LDdI t i MATH - '"�'^ Lca SASH IG SASH C2620 L TYPICAL SASH ❑ N01lTIL10115 wEATtNEI BRUSH CwrwUous woGH TO SASH CONNECTION g C S fCONnN-OLS WEATHR �N FCONTINUOUS WEATER�' ASSEMBLED WINDOW ELEVATION = SLDE 12 Q SASH u,CH SLOE O t2 GENERAL REQUIREMENTS AND CONDITIONS a SASH LATCH SPRING SASH LATCH SPRING N 1. TEMPERED GLASS SUBJECT TO HUMAN IMPACT COMPLIES MTH BC SECTION 2406. TOP VIEW TOP VIEW Z D MU GLASS INSTALLED IN AREAS MATH BASIC MID SPEEDS CIF"°MPH AND COMPLIES KITH SECTION 2404 OF THE 2000 INTERNATIONAL N AN GREATER _N.M BUILDING COOS Q Q I THE GLASS INSERT ASSEMBLY IS READILY REMOVABLE Cck: .7 W 4. THE OPENINGS COMPLY 1tITH AAMA tOIAS.2 AS REQUIRED BY SECTION 1714.5.1 OF Z p p THE 2000 INTERNATIONALRESLOENTIAL COOS N L,,M 3 INSERT RIEW MAL• SIDE DOM TO AN OPEN POSITION AND LIFT UP WHILE PULLING TIE 110rM TOWARDS LLTHE NSM OF THE ENCLOSURE. LOWER THE INSERT WISE COHIMINO ro PILL M1MRIX >A Lj d 0 SCREEN RE]AOVAL LFF ALL SCREE CL TO N LOCI A HDRIZONEAL P09TKOL LFT ON THE LOWER LEFT AND a. Z FRMIT LOCK THIE H UP ND PUSH THE SCREENdJIW4iD. PULL E LOC1 pOwN off TL6 ro REMOVE SCREEN 0ME w Li Efi 1-- ❑ ❑ WINDOW SCHEDULE — TEMPERED GLASS DATE.- MAY 0%2004 MULLION SI0N5 NC GLASS DIMENSIONS ROBRT A.MALZJ PE FL SPACING TH x HEIGHT 1MDTH x tID1H x HEIGHT M400 HALL ROAD 56.5'C/C 2&188'x 62' 26'x 60' 25'x 59' 22.5/ 39.5/ 53.5' 62' CLINTON TV'V SC HORIZONTAL SC HANDLE SC INTERLOCK IG HORIZONTAL IG RIGHT HANDLE IG LEFT HANDLE IG INTERLOCK UCENSE/PE ILW (7579) 24 (7581) 25 (9698) 26 (11882) 27 (11883) 28 (11881) 29 (11881) 30 44.5'C/C 22675'x 62' 20.75'x 60' 19.75'x 59' 1&5/ 3&25# 41b' 62' DYG NO" F:\t 1 x17\3TES6 36'C/C 1&625'x 62' 16.5'x 60' 15.5'x 59' 16► 25.5/ 33.5' 62' 3 TES6 If 0 0 o . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . BASE/TOP TRACK PER O ►� m z�i m 3" FILL PANEL % w 0o U > 0 is (2) #8 SMS ONE ON TRANSOM SILL PER EACH SIDE OF MULLION 3. JAMB 3.00" TRAPEZOID HEADER g A) D1 (12691) D2 TRAPEZOID HEADER BASE/TOP TRACK PER O PER D2 g 3" FILL PANEL TOP SECTION DOOR j JAMB PER D1 TRANSOM SILL PER 8 SIDE SECTION DOOR 1/8" TRANSOM GLASS JAMB PER D1 DOOR TUBE PER D3 TRAPEZOID HEADER O !s PER D2 #8 SMS ® 24" O/C MA PER O TOP SECTION DOOR DOOR TUBE SW E JAMB PER D1 (11903) D3 (1237 DOOR JAMB INSULATION DOOR TUBE PER D3 j ,i EP PER v � N r � a 1/2" IG GLASS UNIT DOOR SHOLD PER Ds �. x RUBBER T—SPLINE a RUBBER ROLL SPLIN R THRESHOLD TRACK PER O Lrl 17 2582A) D5 I.G.S. TRIM O A ' DOOR SWEEP PER D4 AL ER EXPLODED VIEW S o #8 SMS A " 0/ DOOR TUBE PER D3 RETICULATED FOAM RUBBER DOOR SWEEP SIDE SECT16 DOOR 4" STEEL HINGE (TYP3 SETS - (SEE EXP GASKET JAMB PER D1 SEW) DOOR THRESHOLD PER D5 DOOR JAMB INSULATIO 3/4" #10 SMS N O 8 PER HINGE „ IXTERIC42 INTERIOR SIDE VIEW # SMS STRIKE PLATE / Z BASE/TOP TRACK PER 4 3 4 10 = a 0 DOOR STRIKE PLATE LOCKSET DETAIL CD � J (SEE LOCKSET DETAIL) o o � W 0 ASSEMBLED DOOR GENERAL SIDE CROSS SECTION REQUIREMENTS AND CONDITIONS DATE MAY 06, 2004 1. TEMPERED GLASS SUB ECT TO HUMAN IMPACT COMPUES NITH SECTION 2405 ROBOU A.WALZ PE OF THE 2000 INTERNAT)ONAL BUIDING CODE 20400 HALL ROAD 2. TEMPERED GLASS INSTALLED IN AREAS NTH BASIC VAND SPEEDS OF 110 MPH CLINTON TIIP..MI AND GREATER COMPUES KITH SECTION 24D4 OF THE 2000 INTERNATIONAL LICDMJPE MW TOP CROSS SECTION 1 ,TIE OPENINGS COMPLY WITH AAMA 101/I.S2 AS REQUIRED BY SECTION F:\1IA7\3TES7 R6113 OF THE INTERNATIONAL RESIDENTIAL CODE 3 T E S 7 7OF7 X tsb� �"" •,•a «•.n ho"Oeml amp"a �1M¢Nu,'�N1. �.as;aaqr�tiiwb^ III MIIfN 9iyf},s�'s�tMtyl�ll.s.?'iMs Y,M• Msp<a•n tgeio.+pw,tw'ds� r/�It W�YYII+asM+l�eO!s►ti'�f R��A?'!M• t� Wt��"�V.; tA'•dflti pyl6 tyi+J 1�l.�+{W4y�If,� � INf+.J!Zynpsyyy, W, nt 4h,�v �y,�..� M!iM�1M V7i+►a pow %"•ivy= 'u't DT's 10 1*&Alo-O!--k** 4 W14 Y"*r06 w� w Nt 9 f1YiWpyJly� W1M ��� � Jr 7 � L w pow"„ A�A wMrwMi r* Poo�w.w r .. OA we�ow9M new tew�u,..a ow; 4.. Y. f APPLICATION FOR BUILDING PERMIT �lectric Plumbing# 27 Cadbury Lane Date: HVAC # Sprinkler# 3 2 7 7 9 �' FINAL APPROVALS --- - - - Estimated Cost $ � Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE Appr. for CO. __-A J Total Fee $ 70 TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant ,11 C-1 Location of ork Lot No. Applicant's Address Tel.# Town Zip a? 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 this permitfft( City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Area Basement Garage Approved by Date Use Grou / Construction Type Revised 6l02 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 thi§building is to be located the proper distoce om all str t lines,side yard lines,and required distances from all other zones a is located in which this buildin nd its us s allowed Signed t--- `. I hereby apply for a Certtfic.�Occupancy for the w d in thi appli tion for the permit. J, Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS ::RMIT C 1 nc�n PER: PA 17-176 r GS AND Electric # APPLICATION FOR BUILDING PERMIT Plumbing# Date: HVAC # Sprinkler# 211 D_ ✓ `� Estimated Cost DOD FINAL APPROVALS i - -- - ------_--_-_--_----- �Building Permit Fee $ COMPLETE RED BOXED AREAS i I Occupancy Fee $ Engineering Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ APP r. for CO. SIGN ON REVERSE SIDE /J 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 S'�limos z ST. `Location of Worker 7 Lot No. Applicant's Address­�2 'del.# 86o - q3a - 2 Town s r Zip 0607 Lic.# Owner_ c �S Architect Owner's Address J Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. ?.4id FI. 3rd FI. T,gt�l New Ar �2 Purpose of this permit J 1�'�^ r City ter❑ Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. Aroma Basement Garage Approved by Date Use Group —Construction Type - Revised 6/02 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 pl ns r specifications of the Building for which this permit is asked,and agree that this building is to be located the proper dis n fro II str t lines,side yard lines,and required distances from all other zones and is�nedtEClff WhiChthi�building nd i u is owed. Signed I hereby apply for a Certificate of Occupancy for the work described/this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS PERMIT CLOSED PER: PA 17-176 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 27 Cadbury Lane Date: —� HVAC # Sprinkler# 30953 /�Y "" FINAL APPROVALS --- Estimated Cost $2'0 9- Building COMPLETE RED BOXED AREAS Permit Fee' $ S— Engineering TYPE OR PRINT ONLY Occupancy Fee $ y= Affidavit Eng. Insp. Fee $ 0K Appr. for CO. SIGN ON REVERSE SIDE �J Total Fee $ SOS`s TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant U% Location of Work a7 6#4P609 J 4-194J6 Lot No. Applican' Address Tel.#? 6 0) b A? Town .S Tip Q 1Z)F Lic.# Owne i Architect k2)a. \ Owne Architect's Address ^n �� i� a13 Zip Q _0'71 Zip Sq. F1 ark\ 5AA _2nd F►. 3rd FI. Total New Area Purpc C�~{ J' �s 90NI Z,..X Z-Gf � W/o _�W . Well❑ Septic S stem❑ SewerE4/ Ins: HO Area Basemen Garage Approved by ate .Z Use Group Construction Type Revised 6102 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 this buiAW its use is allowed. 1 Signed y" I hereby apply for a Certificate of Occupancy for the described in this application for the permit. �igned the in DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS /1 7/)1510 --FF F- —i_n yp IVe�,l F=144 PC- PERM11 CLOSED PER, PA i7 176 AND CGS 29-393 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 27 Cadbury Lane Date: Z (7 HVAC # Sprinkler# 31D16 FINAL APPROVALS _ _ _ -- Permit Estimated Cost Permit Fee $ � Building COMPLETE RED BOXED AREAS Occupancy Fee $ 4t) Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr. for CO. PON. SIGN ON REVERSE SIDE 4Total Fee $ 190 TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant P Li-C Location of Wo 91 d E [.A e Lot No. Applicant's Address l IQ 66 t 0 Tel.# O) Town Zip 0610 i Lic.# �693! Owner Uld 4 T l#'W(I d-!S rcc Architect Owqqr's Address Architect's Address i� Orw zip_Q(&-2_q Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit a )C K f- City Water/ Well[:) Septic System❑ Sewer Ins: HO SP Cert. Area Basement Garage Approved by Date Use Group—(YConstruction Type 01 evlsed W02 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Tonne 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 PERMIT CLOSED AND C'GS 29-393 Electric # /000/ 9? APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# 27 Cadbury Lane FDate: 71 D Sp 1000349 Estimated Cost $ 560a. Buildi*ER: PA U rN _ COMPLETE RED BOXED AREAS Permit Fee $ Engineering AND TYPE OF PRINT ONLY Occupancy Fee $ Affidavit Eng. Insp. Fee $ Appr.foppr.f96;S SIGN ON REVERSE SIDE r Total Fee jq IT $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant $r LvS Location of Work r Lot No. Applicant's Address -26cg !/ Tel Town r Zip Lic.#Cell %Qn)% Owner Architect Owner's Address ..--..( Architect's Address Zip Zip _ Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd Fl. T aQ I New Area 3 Purpose of this permit c( ��� City Water❑ Well ❑ Septic System ❑ Sewer❑ Ins: HO SP Cert. Area Basemen Garage Approved by Date — Use GroupEonstruction TYP 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 plan or specifications of the Building for which this permit is asked,and agree that this building is to be located the pr per di a from all street lines,side yard lines,and required distances from all other zones and is to is)build g and tAe is Oowed. Signed I hereby apply for a Certificate offor the ork de cribe in this application for the permit. Signed-77z, r DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS DCDA/IIT C1 r1[`Cn PER: PA 17-176 AND Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 27 Cadbury Lane HVAC# . .11000299 Date: orf,,,. Estimated Cost $ /uuu.W 176 COMPLETE RED BOXED AREAS Permit FeeEnOccupancy Fee $ o TYPE OF PRINT ONLY Eng. Insp. Fee S Affidavvi�t,�,�q00 SIGN ON REVERSE SIDE t Appr.c Total Fee $ 2�.`A TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ -A -X4" The undersigned hereby applies to do work according to the following: Applicant ws Location of Work_ Lot No. F If Applicant's Addressc:P—7 � _ Tel # Town Zip 15(p G Lic.# Owner r Architect Owner's Address 5' l4} Architect's Address Zip Zip- Sq. Ft. New Area: 1 st FI. 2nd A. 3rd FI. Total New Area Purpose of this permit 0eeam,4al� City WaterJ0 Well V Septic System J Sewer)a *Io1lD 06-1 Ins: HO S e . Area Basement Garage Approved by Date - )I 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 di a from all street lines,side yard lines,and required distances from all other zones and is locp4c-dtn- Tch-fliis build g and se is low ,1� Signed I hereby apply for a Certificateef 6cC17( PSCg r?BELOW ork des ib "nyams appl tion for the permit. Signed -L•� G C x DO NOT WRITE THIS LINE r1 r � INSPECTION COMMENTS ^gyp be � - �L �. , Q' 1 cam , � �. Q U munis 06/21/2021 10:19 TOWN OF SOUTH WINDSOR P 1 morganamiddleton APPLICATION PROFILB piappent GENERAL APPLICATION Application ref 201100679 Fee Effective Dt 06/28/2011 Department 1440 - BUILDING DEPARTMENT Location 27 CADBURY Parcel 15900O27 Cross streets Addll loc desc Municipality SOUTH WINDSOR Subdivision Lot Existing use RESIDENTIAL LOT memo Current Zoning Flood zone Applicant OWNER Proj/Activity GARAGES. CARPORTS & DECKS Class of work Description RELOCATE 10 X 16 DECK ADJACENT TO THE POOL. Proposed use RESIDENTIAL LOT memo Proposed zoning Flood zone Non-conforming N Applic received 06/28/11 Estimated cost 0 Estim start/end Actual start/end 06/21/21 Impervious Surf Assigned to Status COMPLETE Status code desc COMPLETE Multiple submissions N Next action Government owned N memo Ordinance ref Reason for app Parent app Point in time fee effective date Fee expiration date PROGRESS Prerequisites Approved 1 of 1 Restrictions/Hazards Cleared 0 of 0 Plan Reviews 0 of 0 Department/Board Reviews 0 of 0 Permits Issued/Completed 2 of 2 Inspections 0 of 0 Permit Fees Paid 0 of 0 Miscellaneous Charges Paid 0 of 0 Work Orders Paid 0 of 0 06/21/2021 10:19 TOWN OF SOUTH WINDSOR IP 2 morganamiddleton APPLICATION PROFILE piappent Application ref: 201100679 (continued) ROLES/NAMES Role Name/Address OWNER SERKOSKY DAVID J & DIANA R CID : 590597 27 CADBURY SOUTH WINDSOR, CT 06074 GENERAL CONTRACTOR SERKOSKY DAVID J CID : 62.3700 27 CADBURY LN SOUTH WINDSOR, CT 06074-2270 APPLICANT SERKOSKY DAVID J CID : 623700 27 CADBURY LN SOUTH WINDSOR, CT 06074-2270 BUILDING CONSTRUCTION No Building Construction detail was found. PREREQUISITES Prereq Action Dept Needed By Approved By Status PLANNING A APPROVAL 1430 06/29/11 06/29/11 FOLG APPR 06/29/2011 PERMITS Type Permit Number Status Issued Fee Unpaid Amt BBDGP�ERMIT 11000299 ISSUED 06/30/11 15.00 .00 COO DENIED 10.00 .00 TOTAL: 25.00 .00 AUDIT HISTORY Department Action Source Created by Date Comments Application status change APP morganamiddleton 06/21/21 See text 1440 - BUILDING DEPA Permit denied APP morganamiddleton 06/21/21 CERTIFICATE OF OCCUPANCY 1440 - BUILDING DEPA Permit removed APP morganamiddleton 06/21/21 Permit 'ELECTRICAL PERMIT' (ID: 14548) removed from application 1440 - BUILDING DEPA Permit mailed on 06/30/11 APP dayshelllforeshaw 06/30/11 Permit number 11000299 1440 - BUILDING DEPA Permit issued APP dayshelllforeshaw 06/30/11 Permit no 11000299 - BLDGPERMIT, PAID 1440 - BUILDING DEPA Prerequisite approved APP jeffreyhfolger 06/29/11 PLAN APPRV on 06/29/11 1440 - BUILDING DEPA Permit payment collected APP dayshelllforeshaw 06/28/11 Payment collected on permit CERTIFICATE OF OCCUPANCY 1440 - BUILDING DEPA Permit payment collected APP dayshelllforeshaw 06/21/2021 10:19 TOWN OF SOUTH WINDSOR IP 3 morganamiddleton APPLICATION PROFILB piappent Application ref: 201100679 (continued) 06/28/11 Payment collected on permit BUILDING PERMIT B 1440 - BUILDING DEPA Application entered. APP dayshelllforeshaw 06/28/11 ** END OF REPORT - Generated by Middleton, Morgan ** 1900557 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 12/17/2019 GIS ID: 15900027 FEE: 234.00 MUNIS APPLICATION# 201902861 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: C-TEC SOLAR ADDRESS: 27.CADBURY ADDRESS: I GRIFFIN ROAD SOUTH OWNER: SERKOSKY DAVID J&DIANA R SUITE 200 27 CADBURY BLOOMFIELD,CT 06002 DESCRIPTION OF WORK: INSTALLATION OF 16 ROOF MOUNTED SOLAR MODULES/MICROINVERTERS 5.28 KW 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 12/17/2019 9:39 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1900933 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 12/17/2019 GIS ID: 15900027 FEE: 162.00 MUNIS APPLICATION# 201902861 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: C-TEC SOLAR ADDRESS: 27 CADBURY ADDRESS: 1 GRIFFIN ROAD SOUTH OWNER: SERKOSKY DAVID J& DIANA R SUITE 200 27 CADBURY BLOOMFIELD,CT 06002 DESCRIPTION OF WORK: INSTALLATION OF 16 ROOF MOUNTED SOLAR MODULES/MICROINVERTERS 5.28 KW SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITII THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/17/2019 9:38 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 11000299 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 06/30/11 GIS ID: 15900027 FEE: 15.00 MUNIS APPLICATION# 201100679 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SERKOSKY DAVID J ADDRESS: 27 CADBURY ADDRESS: 27 CADBURY LN OWNER: SERKOSKY DAVID J&DIANA R S WINDSOR,CT 06074-2270 27 CADBURY SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: RELOCATE 10 X 16 DECK ADJACENT TO THE POOL. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROV ARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 6/30/2011 12:26 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000349 TOWN OF SOUTH WINDSOR, PERMIT NUMBER BUILDING PERMIT DATE: 07/19/10 GIS ID: 15900027 FEE: 45.00 MUNIS APPLICATION# 201000895 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: DAVID J SERKOSKY ADDRESS: 27 CADBURY ADDRESS: 27 CADBURY ;' OWNER: SERKOSKY DAVID J&DIANA R SOUTH WINDSOR,CT 06074 27 CADBURY SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 33'X 18' 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 7/20/2010 10:07 AM THE FEE ABOVE INCLUDES A SO.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600533 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 08/24/2016 GIS 1D: 15900027 FEE: 255.00 MUNIS APPLICATION# 201601146 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: C-TEC SOLAR ADDRESS: 27,CADBURY ADDRESS: 542 HOPMEADOW STREET OWNER: SERKOSKY DAVID J&DIANA R PMB 130 27 CADBURY SIMSBURY,CT 06070 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: SOLAR ELECTRIC ON ROOF. 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 8/24/2016 3:24 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600388 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 08/24/2016 GIS ID: 15900027 FEE: 60.00 MUNIS APPLICATION# 201601146 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: C-TEC SOLAR ADDRESS: 27,CADBURY ADDRESS: 542 HOPMEADOW STREET OWNER: SERKOSKY DAVID J&DIANA R PMB 130 27 CADBURY SIMSBURY,CT 06070 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: SOLAR ELECTRIC SYSTEM ON ROOF USING SUNPOWER AC MODULES.4.83 KW 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 8/24/2016 3:23 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000186 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 07/19/10 GIS ID: 15900027 FEE: 15.00 MUNIS APPLICATION# 201000895 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: DAVID J SERKOSKY ADDRESS: 27 CADBURY ADDRESS: 27 CADBURY OWNER: SERKOSKY DAVID J&DIANA R SOUTH WINDSOR,CT 06074 27 CADBURY SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 33'X 18' 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 7/20/2010 10:17 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE