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Home My WebLink About1141 STRONG RD APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT AP P O 1540 SULLIVAN AVENUE 025� b •�. 13 w 644-2511 ext. 230 Bldg. Permit# Date Building Inspect Application must be printed or typed FEE SCHEDULE Location fob: $0-$1,000=$15.00 �� Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT y� pzllc-� APPLICANT ADDRESS 1 C✓t . 0 6 - APPLICANT'S PHONE# 3J S QW N SF OWNER lotq� OWNER ADDRESS' Zzqf OWNER PHONE ESTIMATED COST$ kn� IS THIS A CONTRACT COST? Yes No Now FEE ENCLOSED $ TYPE OF JOB:tk Ia�� SOR•COS New Installation —\/Alteration/Addition/Repair 38s- 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 19-4eq r VV ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) I j 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 7 WORK 15 s 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. TYP STATE SIGNATURE OF APPLICANT DATE 3 v� NORGR�O 1 `MOO. ZONE RR MINIMUM REQUIREMENTS : PROPOSED \ 00 FRONT YARD 50r P.24'- 18" R.C. —RIPRAP AT FJ�� SIDE YARD 20� INLET & OUTLET CGS' REAR YARD 50' LOT WIDTH 17 5' / LOT DEPTH 2O0' LOT AREA 40,000 SQ.FT. � OF CURVE DATA: � / EOR0 A = 70-21+-34++ / PAV(5f09 / R = 970.00+ / ( / SEE TOWN SURVEY PLANS OF A = 124.59' i �� N / F STRONG ROAD (3 SHEETS), PROD. CH = 124.51% __.�^ / e�C �Z°1°GR 1 ��v> NO. 83-001. T2 032 0 ~ ET LINE OF 1g83 ` O ��O 10 lL� �;ti A L F R E D A RAY M 0 N D gTRE ` R / o 0A1 ro V Q� ,,••r7� 1�0 OPp ` a'�j -5 boo � Irrr 1 T �ti \Qv /C� Ev+�f�,O/ ! 0 5� / \ I 8 SPN °/r T6s T �� •.9 Q S R o. o ,�,� p �� /6 t \� N�. 603.32�.17 70 _�W L!; �� lu! '_� r Q tK — 7 / _ 0��GOB \ p+ SFr O ! LINE 71 cp STREET tlrr °1 AN ESTA5LISH- IRON PIN 6 ' 1 116 . } \ 0�\OG Iv/ O�ti 9, _ 27.58I S. OF COR. �+r I PN• , FOUNDATION AS LOCATED AUG. 31, 1987 lr// —�D1NG Ihr I I uri R I SO gUIL i GP o o � lJaoa _ h AREA 76,600 SQ. FT. M (L O ( r CD, �. Y QP O 1 �I+I,r �a 4 pR0 rrr. 1�r. r ` In 10c wF<<OSFO N N v \ w. A I ram! 1,// N I WETLANDS FLOOD zo of o�UNK • '^ N W \�\.. !• PLAIN A PROPOSED HOUSE Q Irr/ E (SLAB EL.TO BE 72.0) Irr/ PIt,�Ey yTO�K Ay Op 603 6a• N yol►-�E� 1=1� T 6 TTN yTP Irr/ +6 ill 682 — +r �trr + 50, REAR YARD I�' I� O Do , o O Irlr 1•=!� OO� ! - Iry /R1-11 OTA C�O°i ANps/ 1Ir� Irr %O0" I�ri rAF_ 0)F, 4, , �- 6g1 0� 325.00r IRON PIPE EDGE TO BE SET %0 NOTE: THIS MAP IS A REVISION OF THE P40T PLAN APPROVED BY THE TOWN INLAND WETLANDS AGENCY ON DEC. 8, 1986 AND BY THE TOWN PLANNING AND ZONING COMMISSION ON JAN. 27, 1987, TO V WHICH REFERENCE MAY BE MADE AT THE TOWN CLERKS OFFICE. THE REVISIONS HEREON REFLECT LEGAL OPINION AS TO THE NORTHWESTERLY BOUNDARY OF THE LOT IN CONSEQUENCE OF 0 LEGEND: THE PHYSICAL RELOCATION OF STRONG ROAD TO THE NORTH EXISTING ELEVATIONS: t70.0 70 IN 1983. � PROPOSED ELEVATIONS: + 70.0 — q NO CO OF HAR � . A. OLD NOTES: ( 1 ) REFERENCE IS MADE TO OUR RESUBDIVISION PLAN OF THESE PREMISES. (2) ELEVATIONS ARE BASED UPON METROPOLITAN DISTRICT DATA, AND IN THE WESTERLY HALF OF THE LOT WERE FIELD-VERIFIED„ (3) SEWER DATA SHOWN HEREON IS BASED UPON PLANS BY JAMES R PURCELL ASSOCIATES(AS REVISED IN 1978 TO SHOW AS-BUILT CONDITIONS). (4) THE ESTABLISHED FLOOD PLAIN ELEVATION IS 70.0 FEET. (5 ) EDGE OF WETLANDS AS SHOWN HEREON WAS FLAGGED IN THE FIELD BY SOIL SCIENCE SERVICES, CHESHIRE, CONN., AND LOCATED BY THIS OFFICE. PLOT PLAN (6 ) WATER TO BE PROVIDED BY WELL. ( 7) IF ANYTHING IS SUBSEQUENTLY PROPOSED TO BE BUILT IN THE FLOOD PLAIN PROPERTY SURVEYED FOR AREA, APPLICANT MUST RETURN TO THE PLANNING AND ZONING COMMISSION. (8) A VARIANCE WAS GRANTED BY THE SOUTH WINDSOR ZONING BOARD OF H A R 0 L D J. A. C 0 L L / N S APPEALS, EFFECTIVE JAN. 23, 1987, TO ALLOW THIS BUILDING LOT. STRONG ROAD SOUTH WINDSOR , CONN. SCALE: I INCH = 40 FEET OCT., 1986 ADDITIONS MAR., 1987 REVISIONS SEPT., 1987 TO CONNECTICUT ATTORNEYS TITLE INSURANCE COMPANY, PETERSEN 8+ HOFFMAN —LAND SURVEYORS COkk BANK OF BOSTON CONNECTICUT, AND WILLIAM AND KAREN 1000 FARMINGTON AVE.,WEST HARTFORD, CT. 06107 O f MYERS: �•��r'�'`MA -Cr/ I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED Clvll engineers • planners T ��t RS��^�G�� IN ACCORDANCE WITH TH.E STANDARDS OF A CLASS A-2 SURVEY esign t203) 644-4795 0 'G; AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY =+. OF SURVEYS AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED rofessionals, Inc. *; BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 11163 491 t;uckland road south wlndsor ct 0607471LR��,�44' l e'9 SEPT. 1987 arenn�� ,.:° \A N.B. M2.126; F.B.43-111 ' \`ck TRUE NORTH CURVE DATA: l L=103°-58'-54" R=50.00: A=90.74 CH=78.79' PC, �b O \ co h �-00 e� ST tEET LINE_� \^ ? (PROPOSED) p �s 'yes �r9!°1?'3prr �LN/1�047 ��h Z� /SOS i�ri ./ c ? �N O A�) 0 o'O °"p �500 o o`er?� 8� o 3 Q o \ r°TQC ON I 2��° I/l/Ae r Qd` Q CO �/ 00 p0/ Q�CO O� �sOpr\ONSET` G /Q I 90'p0� ~ 0 'r V Gj /0 0 O E /Q O / I 3 oo -oy ,so 00��`°- ; so o ,Qo°- =3/�S Col NOT'q I 2,(O °� _ `00 `'OQ'` 0� NOT AN ESTABLISHED STREET LINE Ir o 00 �� / ry� i00 32 9 (25 FROM CENTER OF ROAD) 8 °r 1^!/ p / ^ 0 ,l0 O ,RON p p JU ./ N/ / 1^'� `°o; 6 , RR SPkKE O N Sfr f �� ti / lQ0 - v 0 -°Q\ 6 \ /?SOp, / / oo- - CURVE DATA: o O / / I N 9Q / /,� 22S° �`�oNP P� CURVE DATA: NOTE: ROAD RELOCATED IN 1983. (SEE TOWN PLANS, PROJ. 83-001 ) ° 3 35>< `�� / / / Jr/ 2,(O hi �e�� Iv I � O � �! L= 13°42-54 11 / \7T - 4� \Q° O 209°-05-00 / 0 1 n / I - _ _ o I GJ S° / \�°NQ\N R.=970.00 =7-21-34/ R N -11.09 / O N .O s/s8 - \R s A. 232.19 I R=970.0°� \��G 95°-04- " �j , ' _y O, \�0 5� a G,' q CH =231.64 Ft 03 / I v., �� p 1 �� . io \S A:,124.59 I O', r� Gj O I 0, 0 /s$ FGL ' �u '- � / I 1 F,p C H= 12 4.51 y J�1 / ly 09 P/y �j Cq 0 /T 1 \ //� ,\ I N O� `` �e e`e �° Q Jf - 94_e�r o n r Nn TlQRI E CIF ORES Cn ENE 3`o °ss>, 1 t Q o r ° v0�\p�,. \a°y *vl" _uV � 'AIO:o �Fa I li p� O S° _ ��\h (p 1 .cl 7P, i1�F LOT AREA 02as I ,/ _i ` 2 co/ �F = ' ' °2`'e\ 6 a R^o u�• IIfl, /g / 3�o �/O Q 31,500 SQ.FT. ,\7 1 oS�OQ sFq s98 \ of~I f o�^I '929 r Ise t�2 40,050 ZF� /�� Q' r�° IRON PIPE Z,?- N 9 rr PAN \!!/ �_r-I 2� F SET \ I / U/i n/ �- �'/ ' 44 • �3 40,075 REMAINS OF ` °N I I � p° ) r �� ;�� 90°"21_ ) R/ ND CENTER OF OLD ROAD ® 75 299 " I , 00 '( SEE VOL. 16 P.473 OF LAND RECORDS ' WIRE FENCE 1 _ii \° 0_p0" ' Q5 40,075 r' � _ �Q� © 40,075 G �` d 1 ��)' p% / _ -(O s�0 3IsT 0Q0 N m, 3 SET AO 1 O / o Q' 90 ~� OT 1Ji �" !C�/� „ IRON PIN 07 76,600 �� '� ice/ '�`i�`� 2 ��/AF 0 N/ 9°3O ® 65.701 ACRES q, 1 gA°,A9 1 / \ v I roe o p �'h v 9 iyj '0 �p V� mow` 02' g/ 1 M 1 1 -- \ C r`° / � 10, �O -00-°Orr ° NOTE: THIS MAP IS BASED UPON A PREVIOUS 100 SCALE SURVEY BY THIS OFFICE. 2 REMAINS OF �F 1 — OOr O WIRE FENCE � � 9 ti NOTE: TOTAL AREA OF SUBDIVISION = 73.59 ACRES. �02 �' ss ` r / I I '°° - `00,OLD ff�,P'•s \ _ I ` I ' \ \00 pp oP / 00 � cp C,q of _ -270=°0- �'�<;y�Y° _ T 4v \po \� COL ! 90°-00'_OO" n�`V 1 v' ti efT�9aaseS pQ, ti /IRON PIPE NOTE: WETLANDS SHOWN HEREON ARE BASED UPON TOWN OF KEY MAP SOUTH WINDSOR INLAND WETLANDS PLANS. RESUBDIVISION PLAN PROPERTY SURVEYED FOR 1 HA ROL D J. A. a FRA NCES S. COLLINS STRONG, PIERCE & FOSTER ROADS SOUTH WINDSOR, CONNECTICUT SCALE: I INCH = 200 FEET MARCH, 1987 REVISIONS SEPT., 1987 1 HEREBY CERTIFY THAT THIS MAP AND SURVEY' WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVEYS AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED PETERSEN & HOFFMAN LAND SURVEYORS BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 1000 FARMINGTON AVE., WEST HARTFORD, CT. 06107 SEP728, 1987 E, ^\\/^ N.B. M2-113 F.B. 43-98 M. 71-22,55-26,86B-76,70-45,70-47,50-70 _ J i i I i I i O 0 ................... 1 SOUR mf most This certified t,* t 1 t, 1 n 'no 4o ciiil tiar."s re tt4e XrePcopts of a the pr..p„s.o dUlldins dr altetalloe§ to pf sre ted at O§-t re e It � together vrih i filed with pA;n a,G Wn and Building and st,te I-mpr��,._� -fly:Ih It Zoning, .t r: 34 shall bt+ .� Issued by the Suild,mg L'.6 rf nt uuring peddenct/ of this application and fjq,./ w. y building ( Petmit. 1519ned This plan is ap�,roved suit, t 0) &1 dn*Abn that ' (•filers and ordinances f. uI l '`� �ii U-itkfiA� �1011' bo Complied with. lz�L- A"ditionallir Approved C� 0100ng IrtcpeaEof Clem* I i 'COwx Sf* y Taulgn, �SOUZA ?A�� O U C wG 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR-r-O AREA CODE 203/644-2511 September 22 , 1987 Mr . Harold J . A. Collins 1105 Strong Road South Windsor , Ct 06074 Dear Mr . Collins : Please be advised that your building permit for Lot 7 , Strong Road , has been reinstated based on a legal opinion provided by the Town Attorney and based on the submission of the revised plot plan . We would suggest that particular care be taken to prevent encroachment on the wetlands , as grading activities are currently very close to the wetlands boundaries . If the as-built drawings indicate encroachment on wetlands , a certificate of occupancy cannot be issued . Also , since the plot plan shows a lot which is not the same as the lot approved by the PZC, an amended map should be filed in the lown Ulerx s o==ice to prevent rotate aizziJifficulzies I ti de transfer . The amended map must show a street line which conforms to the Town ' s survey map of Strong Road ( the recently submitted plot plan is not entirely consistent with the Town ' s survey map) - and must show iron pins to be set at front proccrty corners . Also , PZC approval letters must be removed from the map , as this is not the ma.p PZC approved . A note referring to the map on file would be more appropriate . If you have any questions , please contact one of us . Very truly yours , Thomas D' Auria Chief Building Official Marcia A. Banach Director of Planning 'CC : Richard J . Sartor , Town Manager Michael Gantick , Director of Public Works A . B . Davies , Deputy Town Engineer Attorney Rittenband Design Professionals J � V\ NOR�R��1 `M00. ZONE RR MINIMUM REQUIREMENTS : 00+C FRONT YARD 50' 24'- 18" R.C.P. SIDE YARD 201 INLET a OUTLET �GJ�' REAR YARD 50' TO BE RIPRAPPED k LOT WIDTH 1751 / \ LOT DEPTH 2O0' LOT AREA 40,000 SQ. FT. � OF CURVE DATA: / / WEAR AO� 0 = 7°-21 r—34rr / PA(E9g3)� R = 970,00r / z SEE TOWN SURVEY PLANS OF A = 124.59' N / F 0GR-) M 1 STRONG ROAD (3SHEETS), PROJ. CH = i24.51/ �72Tf^�� e\ � 0322?.0. 0 o^40 NO. 83-001. X OF 1983 O O /�/ \�O 70 � 6 L\� _ T INE ,. A L F R EDA RAYM0ND E R O.�O�C S RE +.I\� / (37 QO �C�l �0 NORp R �'�j 36Z_ trr, � �Q sEvajO G � CK o F. 70.17 I 1 'Q E � 456.8/h IRON t I rr 63.32 — 68.9 5 W tll� 192.98' N� /R0 263.B3` V. -IN69.3 O - v�01 rn �0 tJ Dc r1 T LINE �r - STREE trr, tu. 1 TABLISHED Np'f qN ES IRON PIN 69� � � � 1�6 � p ,(2• 27.58' S, OF COR. \ Oj \CLEANOUT 1t 4 FOUNDATION AS LOCATED AUG. 31, 1987 I_/r tt�2 k 72.54 x� � NOUS h lu, So�DIN� L tlll CONIC. ,(�• t u/i R �P� ( L 0 T(-A GPRPG I 7O 72.5 AREA = 76,600 SQ. FT. ° r�r � � W 64 WF� 1 rr, Ilr, 1 T — OD �yV JNO U) �I� \ 70 f ,/.96 qs/NG N N �ETL ANOS I�' ,p trr� N —0F t"' FLOOD PLAIN 0404/NK (M W = CONTOUR 70. 4 E t�ri �-• L � � tug C�1 tr1/ Ilr� Ir// � `L• $ p 6 6$' N t rr� 67 6 I t rU + 2 }6a0 tui +6a 50, REAR YARD t=� .� `900 O `00- 0 , - o/O �O %A OS/ \ I r- trr. 0 ter. �- F 32 5.00r IRON PIPE SET 7:: NOTE: THIS MAP IS A REVISION OF THE PLOT PLAN APPROVED BY THE TOWN INLAND WETLANDS AGENCY ON DEC. 8, 1986 AND BY THE ` �• TOWN PLANNING AND ZONING COMMISSION ON JAN. 27, 1987, TO v WHICH REFERENCE MAY BE MADE AT THE TOWN CLERKS OFFICE. THE REVISIONS HEREON REFLECT LEGAL OPINION AS TO THE NORTHWESTERLY BOUNDARY OF THE LOT IN CONSEQUENCE OF 0 'C THE PHYSICAL RELOCATION OF STRONG ROAD TO THE NORTH IN 1983. � ^ A N � OF Hq J . A. ROLD NOTES: ( 1 ) REFERENCE IS MADE TO OUR RESUBDIVISION PLAN OF THESE PREMISES. (2) ELEVATIONS ARE BASED UPON METROPOLITAN DISTRICT DATA, AND IN THE WESTERLY HALF OF THE LOT WERE FIELD-VERIFIED. (3) SEWER DATA SHOWN HEREON IS BASED UPON PLANS BY JAMES P. PURCELL ASSOCIATES(AS REVISED IN 1978 TO SHOW AS-BUILT CONDITIONS). (4) THE ESTABLISHED FLOOD PLAIN ELEVATION IS 70.0 FEET. (5 ) EDGE OF WETLANDS AS SHOWN HEREON WAS FLAGGED IN THE FIELD BY SOIL SCIENCE SERVICES, CHESHIRE, CONN., AND LOCATED BY THIS OFFICE INOCT.,1986. PLOT PLAN (6 ) WATER TO BE PROVIDED BY WELL. ( 7) IF ANYTHING IS SUBSEQUENTLY PROPOSED TO BE BUILT IN THE FLOOD PLAIN PROPERTY SURVEYED FOR AREA, APPLICANT MUST RETURN TO THE PLANNING AND ZONING COMMISSION. /� (8) A VARIANCE WAS GRANTED BY THE SOUTH WINDSOR ZONING BOARD OF H A R 0 L D �. A. C 0 L L / N S APPEALS, EFFECTIVE JAN. 23, 1987, TO ALLOW THIS BUILDING LOT. (9) FINAL GRADES AND SITE IMPROVEMENTS SHOWN HEREON ARE AS DETERMINED ON THE GROUND ON APRIL 26,1988. STRONG ROAD SOUTH WINDSOR , CONN. SCALE: I INCH = 40 FEET OCT., 1986 ADDITIONS MAR., 1987 REVISIONS SEPT., 1987 If MAY, 1988 TO CONNECTICUT ATTORNEYS TITLE INSURANCE COMPANY, PETERSEN 8r HOFFMAN —LAND SURVEYORS 1 HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. BANK OF BOSTON CONNECTICUT, AND WILLIAM AND KAREN 1000 FARMINGTON AVE.,WEST HARTFORD, CT. 06107 THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH MYERS: THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY ASSOCIATION OF LAND SURVEYORS,INC., ON SEPTEMBER I3,1984. OF SURVEYS AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. _ MAY 17, 1988 SEPT 28, 1987 �• �. ��"mot/ �\A N.B. M2-126; F.8.43-III w, x I AWN aF SOUT1y WIN ENGINEERING p Dson EPARTIVIEN'T DATE: -3/--e3e NORGR\O 1 ' `MOC. ZONE RR MINIMUM REQUIREMENTS : �+ FRONT YARD 50' FiQ� SIDE YARD 201 24'- 18��R.C.P. — \ � J INLET B OUTLET �GJ�' REAR YARD 501 rO_ BE PIDPAPP`D \ LOT WIDTH 175 / LOT DEPTH 2O01 / \ LOT AREA 40,000 SQ.FT. OF CURVE DATA: �, EpROAL) 4 = 70-211-341I / PA v(E983)� R = 970.00r / SEE TOWN SURVEY PLANS OF A = 124.59' i / N / F I ( 0� � GR.I STRONG ROAD (3SHEETS), PROD. 'CH = 124.51/ -72--�` �Q�� 03222°�° o~^ ems;_ ,, _ NO. 83-001. / \ _1 k, �.. . -•._.. ... ... .. • . \y -� 1° v `° A L F R E_ D � � R A Y M O N STREET LINE OF / '� R / .� OrlOpNr RP 2 Q. Sri, \0 oR p ��i 6 f g 70 0 1 T. NF.63.32 I 1 10 A L E G� \ROB �,I�, — 456.B/ S 0* 6 S lb_� l92.9 8l �� /Rp 263.B3` I NV. 69.3 N V 68.9 O v„ �� S N A Q rn \ - PO ``l CK Fr /j0F LINE O; 1r. 6'sOc \ �,Y,_ _ 0�� G \� STREET �I�, w, a \ 4ti ° r�� N� AN ESTABLISHED /�i� �Za\ O�0`0�\OG Irri O��/ t,r. IRONiN s \ 27.56' S. OF COR. e �� 1" qZ ,LEANOUT 71 A \ FOUNDATION AS LOCATED #\ A a�ew, AUG. 31, 1987 y ,\2 k 72.54 N0u5 I/� r^. 50DING L III, CONC. ��,• it// 50 BUI1 I I L 0 T rr// 05 RAPS RJG\\ uJ, 6a� 11 0JF` "� 72.5 10 AREA u.= 76,600 SQ. FT. C) M /, 0 CD J�O to �ju \ 70"'_ '9sQS//VG N N Irr, �. /ETL ANDS .p _ I �OF I"' FLOOD PLAIN �O(�NK LU (V pGE lI/, CONTOUR 70. „r, lii, 'QjL Ir 11// 60 O 1rr/ /111 r, 66 Z 66. �u/ 50, REAR YARD " J� l Op 0o 0 I _ o/ r,QONArA� , ir`_l Irr, OOP,. 68.7 OF ./ _ 325.00 [RON Imo,/ v r, u,. NOTE: THIS MAP IS A REVISION OF THE PLOT PLAN APPROVED BY THE TOWN INLAND WETLANDS AGENCY ON DEC. 8, 1986 AND BY THE TOWN PLANNING AND ZONING COMMISSION ON JAN. 27, 1987, TO V WHICH REFERENCE MAY BE MADE AT THE TOWN CLERKS OFFICE. THE REVISIONS HEREON REFLECT LEGAL OPINION AS TO THE 0 �� NORTHWESTERLY BOUNDARY OF THE LOT IN CONSEQUENCE OF 1 THE PHYSICAL RELOCATION OF STRONG ROAD TO THE NORTH �� I IN 1983. ^ � LENS A ND OF Hq J • A• ROLD NOTES: ( 1 ) REFERENCE IS MALE TO OUR RESUBDIVISION PLAN OF THESE PREMISES. (2) ELEVATIONS ARE BASED UPON METROPOLITAN DISTRICT DATA, AND IN THE WESTERLY HALF OF THE LOT WERE FIELD-VERIFIE-D. (3) SEWER DATA SHOWN HEREON IS BASED UPON PLANS BY JAMIES P. PURCELL ASSOCIATES(AS REVISED IN 1978 TO SHOW AS-BUILT CONDITIONS). (4) THE ESTABLISHED FLOOD PLAIN ELEVATION IS 70.0 FEET. (5 ) EDGE OF WETLANDS AS SHOWN HEREON WAS FLAGGED IN THE FIELD BY SOIL SCIENCE SERVICES, CHESHIRE, CONN., AND LOCATED BY THIS OFFICE IN OCT,1986. PLOT PLAN (6 ) WATER TO BE PROVIDED BY WELL. ( 7) IF ANYTHING IS SUBSEQUENTLY PROPOSED TO BE BUILT IN THE: FLOOD PLAIN PROPERTY SURVEYED FOR AREA, APPLICANT MUST RETURN TO THE PLANNING AND ZONING COMMISSION. /� (8) A VARIANCE WAS GRANTED BY THE SOUTH WINDSOR ZONING 130ARD OF H A R O L D J. A. C O L N S APPEALS, EFFECTIVE JAN. 23, 1987, TO ALLOW THIS BUILDING LOT. (9) FINAL GRADES AND SITE IMPROVEMENTS SHOWN HEREON ARE AS DETERMINED ON THE GROUND ON APRIL 26, 1988. STRONG ROAD SOUTH WINDSOR , CON SCALE: I INCH = 40 FEET OCT. 1986 ADDITIONS R., 1987 REVISIONS SE`PT., 1987 MAY, 1988 TO CONNECTICUT ATTORNEYS TITLE INSURANCE COMPANY, PETERSEN 8r H FFMAN -LAND SURVEYORS I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. BANK OF BOSTON CONNECTICUT, AND WILLIAM AND KAREN 1000 FARMINGTO AVE.,WEST HARTFORD, CT. 06107 THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH MYERS: THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 13,1984. OF SURVEYS AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. MAY 17, 1988 SEPT.28, 1987 I i i i ^ "A N.B. M2-126; F.B.43-I11 r �2 Sv u 7 NORGR�O 1 l M.bG , ZONE RR MINIMUM REQUIREMENTS : +C FRONT YARD 501 ppQ` SIDE YARD 201 24'- 18" R.C.P. J 1 INLET a OUTLET \ 4GJ� REAR YARD 17 TO BE RIPRAPPED X\ LOT WIDTH 200200' \ LOT DEPTH / LOT AREA 40,000 SQ. FT. OF CURVE DATA: i Epp 0Ap 0 = 7°-21r-34rr / / / PA�Eg R = 970.00r SEE TOWN SURVEY PLANS OF A = 124.59' i �� / R.� N F STRONG ROAD (3 SHEETS), PROJ. /CH = 124.51 �72^�' q�( �222°�°G A, NO. 83-001. J O� l0. 1 E OF jg83 �'� P / �� 1°/� ° A L F R E= D A R A Y M 0 N D SrRF LIN _ A, Q Ot,10 2 t��ti �Q�� `o` H Rp gEO a�j 36=tO+�` 0 try iris `...., 07 Arx / t �,Z� T.F. 70.17 � I 70� ��' �F>O Iri IN . 63.32 41 E 0' — 456.B/ — Q `n 696 / 68.95 W w, 192.98� ��' RON p 263.B3` Q r\ A 1 _I NV. 69.3 1 T LINE or � � Ep STREE ur, w. 1 Sq�I! �_'_--Z-� p ri Q�O`e��G�tr/� , /�� o,2 NOT 0 ESTABLISH IRON P1N sg/ 1�6 } 0� 12 27.581 S. OF COR. � tlir ' qZ \CLEANOUT FOUNDATION AS LOCATED a04v AUG. 31, 1987 1r/� 50 ILU pIN6 -IN tUi t� k CON`} N �2h If/i I 11A0 r,\., GPRP L 0 T O �P� \ tr�, 72.5 72 1- AREA 76,600 SQ. FT. ° tLl 0 �OQ �JG�15 O I �P ° Yy I rri !1 co ��tlrrr F�� _ co a; V 70 N N t1r� N 1 "' FLOOD PLAIN 0�0UIVK CV W rr, = CONTOUR 70. trf/ ; u^/ 68 t ru +6 1.6 68 2 }68. cur + 50, REAR YARD o `90 ttr/ I 00 .0 r � I I ri 4 •_r`rs A�OF �i, 3 2 5.00 I _ 66.7 — -- R 0 N - =E TO BE SET NOTE: THIS MAP IS A REVISION OF THE PLOT PLAN APPROVED BY THE TOWN INLAND WETLANDS AGENCY ON DEC. 8, 1986 AND BY THE ��• TOWN PLANNING AND ZONING COMMISSION ON -JAN. 27, 1987, TO WHICH REFERENCE MAY BE MADE AT THE TOWN CLERKS OFFICE. THE REVISIONS HEREON REFLECT LEGAL OPINION AS TO THE NORTHWESTERLY BOUNDARY OF THE LOT IN CONSEQUENCE OF 0 THE PHYSICAL RELOCATION OF STRONG ROAD TO THE NORTH h/ A IN 1983. r /Q � q ND COL OF A• NAROLD � • NOTES, ( 1 ) REFERENCE IS MADE TO OUR RESUBDIVISION PLAN OF THESE- PREMISES. (2 ) ELEVATIONS ARE BASED UPON METROPOLITAN DISTRICT DATA, AND IN THE WESTERLY HALF OF THE LOT WERE FIELD-VERIFIED. (3) SEWER DATA SHOWN HEPEON IS BASED UPON PLANS BY JAMES P. PURCELL ASSOCIATES(AS REVISFD IN 1978 TO SHOW AS-BUILT CONDITIONS). (4) THE ESTABLISHED FLOOD PLAIN ELEVATION IS 70.0 FEET. 1 (5 ) EDGE OF WETLANDS AS SHOWN HEREON WAS FLAGGED IN THE FIELD BY SOIL SCIENCE SERVICES, CHESHIRE, CONN., AND LOCATED B'Y THIS OFFICE. PLOT PLAN (6 ) WATER TO BE PROVIDED BY WELL. ( 7) IF ANYTHING IS SUBSEQUENTLY PROPOSED TO BE BUILT IN THE FLOOD PLAIN P:R 0 P E R T Y SURVEYED FOR AREA, APPLICANT MUST RETURN TO THE PLANNING AND ZONING COMMISSION. / (8) A VARIANCE WAS GRANTED BY THE SOUTH WINDSOR ZONING BOARD OF H A R 0 L D V. A. V/� 0 L L / /./�� S APPEALS, EFFECTIVE JAN. 23, 1987, TO ALLOW THIS BUILDING LOT. (9) FINAL GRADES AND SITE IMPROVEMENTS SHOWN HEREON AIRE AS DETERMINED ON THE GROUND ON APRIL 26, 1988. STRONG ROAD SOUTH WINDSOR , CONN. SCALE: I '.NCH = 40 FEET OCT., 1986 ADDITIONS MAR., 1987 REVISIONS SEPT., 1987 MAY, 1988 TO CONNECTICUT ATTORNEYS TITLE INSURANCE COMPANY, PETERSEN & HOFFMAN —LAND SURVEYORS I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. BANK OF BOSTON CONNECTICUT, AND WILLIAM AND KAREN 1000 FARMINGTON AVE.,WEST HARTFORD, CT. 06107 THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH MYERS, THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF IN ACCORDANCE WITH TH.E STANDARDS OF A CLASS A-2 SURVEY CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 13,1984. OF SURVEYS AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. MAY 5, 1988 �• f-/ SEPT..28, 1987L/C/��1V \/ F.B/ N.B. M2-126; .43-111 � �4Z V-7 .i 4 i i T I 1 I i f n al tF 1 ff� i t' a R t Iri� (J i An I No��R\O 1 ZONE RR MINIMUM REQUIREMENTS : PROPOSED \ ��0��\ FRONT YARD 50 rr R.C.P. —RIPRAP AT SIDE YARD 20r 24- 18 REAR YARD 50r INLET & OUTLET �GJ" 1 LOT WIDTH 175 \ LOT DEPTH 2O01 LOT AREA 40,000 SQ.FT. � OF CURVE DATA: / 1, 0Ap� !; p A = 25°-381-56'� / PACE R = 305.00' A = 136.54'� �r�� r M y N / F CH = 135.40 — �72_—�'� / 3222°�°0 P �R 1° `� �;`° A L F R E D A R A Y M 0 N D 0•:'0Z err. <v n, i T.F. 70.17 0 69; ��E RO p/N 456.B/` }O 1 INV. 63.32� ? Al 696 6 Z�S W 192.°8 N'\�' 77 /RON 263.83` tK F 7 — — 69.4 70 00 P o°N C` sFr O 6 A 71v, oil\ (p, R 0 0�0 �� O NOT AN ESTABLISHED STREET LINE f _ ( 25r FROM ORIGINAL CENTER OF PAVING ) _? OSFO o Sz I a'" FRONr± t^i. 2 , or \ s , 9 I , u. N3 9 5 a � , \ LOT 70 AREA = 71,976 5Q. FT. - C 71 wROpOS ao O N WETLANDS ICID F ,,,, �O4/NK o Ep EE �r � p � �r�' PROPOSED HOUSE rn d N Vri ( SLAB EL.TO BE 72.0) �rri rrt, lU/ 68 —` rr, +6 6 0 �tri • 6g 2 + $ — �t/t + 50, REAR YARD J 90 O 00, o R�ti O N�S� II ri ��i tits 325.00� ,rt, 6g.7 or — LEGEND: O EXISTING ELEVATIONS: +70.0 70 RPROPOSED ELEVATIONS: + 70.0 — AND COL LENS . OF A. NAROLD J . NOTES: ( 1 ) REFERENCE IS MADE TO OUR RESUBDIVISION PLAN OF THESE PREMISES. (2) ELEVATIONS ARE BASED UPON METROPOLITAN DISTRICT DATA, AND IN THE WESTERLY HALF OF THE LOT WERE FIELD-VERIFIED. (3) SEWER DATA SHOWN HEf2EON IS BASED UPON PLANS BY JAMES P. PURCELL ASSOCIATES(AS REVISED IN 1978 TO SHOW AS-BUILT CONDITIONS). (4) THE ESTABLISHED FLCOD PLAIN ELEVATION IS 70.0 FEET. (5 ) EDGE OF WETLANDS AS SHOWN HEREON WAS FLAGGED IN THE FIELD BY SOIL SCIENCE SERVICES, CHESHIRE, CONN., AND LOCATED BY THIS OFFICE. PLOT PLAN (6 ) WATER TO BE PROVIDED BY WELL. PROPERTY SURVEYED FOR H A R 0L D J. A. C 0 L L / NS STRONG ROAD SOUTH WINDSOR , CONN. SCALE: I INCH = 40 FEET OCT., 1986 PETERSEN 8r HOFFMAN —LAND SURVEYORS arr QgNk 1000 FARMINGTON AVE.,WEST HARTFORD, CT. 06107 �`q``-chi 1 HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED C1v1I engineers • planners o�P�t a s;,,� �E' + �d' IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY esign 1203) 644-4795 ,G; ; AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY =i� : OF SURVEYS AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED t rofessionals, inc. BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 3 z 491 GUCkland road. South wlndsor Ct 06074 ■ 90 wCI.ST f� �� a' C tr � �� s3/O M AL E` sett A N.B. M2-126; F.B.43-III Or SOUT %RANG D= /� T4;�t~i�iT I�AT1: StG BUILDING PEF141T CHECK LIST Applicant (,r�z z, ,r Building Permit No. Address Date Submitted Lot No. Reviewed- by ,2 Project D_=te .� In accordance with the Subdivision Regulations , prior to the building of any structure on a lot, a Topographic Plot Plan shall be submitted for approval. The mi n i m,,,n ro,t,,; nt - - ---- -•---•-•.•...« 1u11e111e11Gs Snaii include : Approved Denied N/A v L. Name, address & phone number of owner/ applicant. —1� 2. Name , address & phone number of plan preparer. 3. Zoning information - i.e. zone, open space, floodway, etc. 4 . Plot plan at 1" = 40 ' scale. a. Subdivision reference, abutting Properties , etc. b. Easements of record. C. Lot description, bearings , distances , building lines , area, etc. d. Contours , existing & proposed, 1 or 2 ft . interval where appropriate. e. Building location with dimensions . Elevations of proposed finish floor, garage f1bor & center line of road at driveway. f. Elevations of gravity drainage systems , sanitary & foundation drain at the house and the street. g. Tentative utility location gas , electric , water, etc . h. Title block with name and address of preparer, date appropriate certification, live seal and signature. 5 . Sedimentation and erosion control . 6 . Special Planning & Zoning, Inland/Wetlands BUILDING DEPT. considerations . (Plans on file w/Town Clerk) PZC IWA/CC WPCA OTHERS COMMENTS: VGc'_5-e_ NOTES I. ELEVATIONS BASED UN MDC DATUM . z.. PARCEL NbT LOCATED IN 100-YEAR F"L) ZNE 3 PARCEL PAk' IALLY LUCATED IN INLAND WETLAND5 4 iNE HOU5E IS TO HAVE NO BASE NIE.N?- 5 SANITAkY SEV\`I=R FLOW UNE5 TAKEN FPblVj SEWER A5-BUILT PLANS PRLPARE-D BY PURCELL A55GCIATTr-S STpT Ig7E ( 1"=4{)1 HOIZ ) t, EXISTING CONTOURS BLOWN UP F Rukl ME�Rbl-UU T AN DISTPIC-T aNIMI'L;- bN itiI10EaRAPtIIC MAPS .CuNTOURS HAVE NLT bEEN FIELD VEPPEU, PARCEL LOCATED IN RR ZONE SAN ITARY MANHOLE TF. Bq,gq' FL= 76-52.' q0 i LOT 6 ■ 23'-W-00' E - I a SET - - i 600.00 1 20 51DE LINE p r. 75' a� � `� 1 �� 1-�s� 117 � . LO �`"` z LOT # 3 cc Go �, �- �� AKu. 2. S DES o q .2 i cc ,.;T �JK �E - EXI5TIriO WOODS \ Y tV Lo Z { PROPOSED WELL ■ J ,� f - ■ i 44' {� 20" bIL-)L L. ■ CnN5F1-WTION AFC\FPS. _4 _ T TI CthlE i,J �P.JSET ` \-I.p SET i_ oT # EXIST EDGE PVMT I F��'19.it . �t �aFF b�.'Lz,.A FAG' i! . 17Anclr)kf R cf7n1AAC'KlT rnnlTDr)l 0q AKI VCv i F:rl F mn LI\V�J1 VI`I lJ\ JL VllTtt—IY i t.Vl\ 11\VL I LMI\ (\L 13iyr, � 4 �y �MW PV PERMANENT VEGETATION COVER — - q0 -- EXISTING CONTOURS - PROPOSED CONTOURS TEMPORARY VEGETATION COVER (N.A-) — q0 F 1 4 RIPRAP (M.A.) ;. 92 PROPOSED SPOT G(A� DETENTION BASIN (N .A.) y:. EXISTING SEWER PREPARED FOR .� CONSTRUCTION ENTRANCE (N.A.) PROPOSED ELECTRIC w sT ' SEDIMENT BARRIERS N.A. —S" PROPOSED 5Ev+ E � INlL.NIAR CONSTRUCTION CO. C ) ;{ MINIM CONSERVATION ARF-A xt OUTLET PROTECTION (N.A.) t- O EX�STINC� MANHOLE STRONG ROAD SOLTH WINDSOR , CONNECTICU T s,��pq vf�rl PALMBERG & RUSSO HEREBY LAND SURVEYORS & PROFESSIONAL ENGINEERS A 1 � 15 BARBER POND ROAD F1-� , � _ � s 11 S i> . I c4 $: °'.� 4��F, BLOOMFIELD, CONNECTICUT REFERENC>= MAP roc. .°� � _4p � �+A� 242-2775 THE IUU�diUuii,�; �., �,. ��a (�fy,r1z SUBDIVISION PLAN r R PbDJNt,-- RIVEP, !.� ESTATES, VvILUAM AMAIN -uwN0—,/DEtitLG+Lk �� L F"�4�,� BY (, SCALE DATE SHEET- ----]CHECKED N0. B,y P/\LfobEPG t Kj5su - 4v .e►e 86G5G i f0 Rif BUILDING DEPT. TOWN Of SOUTH WINDSCI{ This eeftifled that this plan and specifications are true topies of the proposed building or alterations to be erected at /� G r o�-r l Street together with amend ents stated in application and filed with plan and I agree to comply with all zoning. Building and state laws and such orders as shall b@ t 1 Issued by the Building Department during pendency Of this application and final issuance of a buildint Permit. Signed This plan is approved subject to the condition that, orders and ordinances regulaung building shall be'i. complied v th ? Condition.ily Approved These filed wkb Building insp-ctor 01 erk J Date No. I 1 i (� .. A P P © V � � TOWN '.OUTH AG DEPAR NII-NT - DATE: h r 01 NOR�R\�1 ZONE RR MINIMUM REQUIREMENTS : 09 FRONT YARD 50' 24'- 18" R.C.P. - \\ ?!v`�J� SIDE YARD 20' TO BERI RAPPED X 75' G REAR YARD 50 LOT WIDTH I /� LOT DEPTH 200' F LOT AREA 40,000 SQ. FT. / 0 CURVE DATA: / FOR AD� A = 7°-211-34r1 / PA(E983)/ R = 970.001 / SEE TOWN SURVEY PLANS OF A = 124.59' STRONG ROAD (3SHEETS), PROJ. ^ 1 0� Q" / ooGR'1 'CH = I c_4.5 I/ �72_�-�� 3222 1 NO. 83-001. 3 / / \ n q \�. T I I N E O F 1�--�� i / �. n f'� O // L1� 1, aP0\P�1 a^CON F-i L F R F I� 0 R /1 V A A r1 A I 11 I HOPQ 1 / ? Ne• T.F, 70.17 1 70 E 0 p IN . 63.32 ��WA L — 456.B/ _ to f 696 / �� 6 .9 vr/ 192.98' N� 7 /Rp 263.83, .� A O�o�INV.69.3 rn 8.9 , \�l tK SF O/A Q L A - 0v T F �9 -/O� �� 6 / pGpt, STREET LINE O 11r. ttr, �q ° �O GEC. N�qp1 ESTABLISHED � ti Ire I R O N F1 S9 ! 19 6' �Q p��2 orb QUO 0�t\� I r,v O�2 27.58' S, OF Y \ qZ \CLEANOUT FOUNDATION AS LOCATED 1` 2 #t `�� 0V`'E AUG. 31, 1987 )r// \ �k 72 0B pING LIN .54 �lfi rI CONC. 5 gyp( I �A� GPRPG� L 0 T O II �p ON. p�0 JG\\ t r,. $1 J�`�� ,' 72.5 o\pS�R 6 O �\ ,_ o AREAr= 76,600 SQ. FT. Ny � LLJ Q \,1p�Ft �- �Ittl, :y Z\ / g+ WF 1It/ Ifr, � P)�O OD Q I— `^ cli J-� 69 — ao V Iti �I \ To j,5 LANDS �dt, /96gs/NG ,o N N 1_r �OF FLOOD PLAIN �QuNK LLJ 1l N f6E lur = CONTOUR 70. Ili trri � tr,o /i 60 6 6 I 6T II 66 4 +rb �Ilr 50 REAR YARD of/ ' 00 90" ,.J iR � A N v-5 I r 00 04, 0 % tom,. \ In' 68.7 of / 325.00 IRON PIPE tlr, �•.=� EDGj� �I/i tlli SET NOTE: THIS MAP S REVISION OF THE LOT PLAN APPROVED \ �A I A RE 1 ON E P AN A PR VED BY THE TOWN INLAND WETLANDS AGENCY ON DEC. 8, 1986 AND BY THE TOWN PLANNING AND ZONING COMMISSION ON JAN. 27, 1987, TO WHICH REFERENCE MAY BE MADE AT THE TOWN CLERK'S OFFICE. r t THE REVISIONS HEREON REFLECT LEGAL OPINION AS TO THE NORTHWESTERLY BOUNDARY OF THE LOT IN CONSEQUENCE OF THE PHYSICAL RELOCATION OF STRONG ROAD TO THE NORTH IN 1983. f HAROLD J . Y J Il a NOTES: ( 1 ) REFERENCE IS MADE TO OUR RESUBDIVISION PLAN OF THESE PREMISES. (2) ELEVATIONS ARE BASED UPON METROPOLITAN DISTRICT DATA, AND IN THE WESTERLY HALF OF THE LOT WERE FIELD-VERIFIEID. (3) SEWER DATA SHOWN HEREON IS BASED UPON PLANS BY JAMES P. PURCELL ASSOCIATES(AS REVISED IN 1978 TO SHOW AS-BUILT CONDITIONS). , (4) THE ESTABLISHED FLOOD PLAIN ELEVATION IS 70.0 FEET. (5 ) EDGE OF WETLANDS AS SHOWN HEREON WAS FLAGGED IN THE FIELD BY , SOIL SCIENCE SERVICES, CHESHIRE, CONN., AND LOCATED BY THIS OFFICE IN OCT.,1986. PLOT PLAN (6 ) WATER TO BE PROVIDED BY WELL. 1 ` ( 7) IF ANYTHING IS SUBSEQUENTLY PROPOSED TO BE BUILT IN THE FLOOD PLAIN PROPERTY SURVEYED FOR AREA, APPLICANT MUST RETURN TO THE PLANNING AND ZONING COMMISSION. ` S h` Ind$ (8) A VARIANCE WAS GRANTED BY THE SOUTH WINDSOR ZONING BOARD OF GEN I "'' H A. IN LA N D w LAND APPEALS, EFFECTIVE JAN. 23, 1987, TO ALLOW THIS BUILDING LOT. Q R O L Q J. C O L L / N S_ ` ION A ? +?+ • CONSER t y TIO 0 (9) FINAL GRADES AND SITE IMPROVEMENTS SHOWN HEREON ARE AS DETERMINED ON THE GROUND ON APRIL 26, 1988. STRONG SOUTH WINDSOR , CONN. ' t � 1 SCALE: I INCH = 40 FEET OCT., 1986 ADDITIONS MAR., 1987 REVISIONS SEPT, 1987 I MAY, 1988 � ) i TO CONNECTICUT ATTORNEYS TITLE INSURANCE COMPANY, PETERSEN a HOFFMAN —LAND SURVEYORS,,a�`` „ ••, I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY CORRECT. BANK OF BOSTON CONNECTICUT, AND WILLIAM AND KAREN �;`'`j { 10.4,y�jr^.,, f000 FARMINGTON AVE.,WEST HARTFORD, CT. 06107 THIS MAP AND SURVEY WERE PREPARED IN ACCORDANCE WITH MYERS: r��' !iu THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE PREPARED <''� • ? �' =. "RECOMMENDED STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY CONNECTICUT" AS PREPARED AND ADOPTED BY THE CONNECTICUT ;' �• ;t ASSOCIATION OF LAND SURVEYORS INC., ON SEPTEMBER 13, 1984. AS DEFINED IN THE CODE OF PRACTICE FOR STANDARDS OF ACCURACY ' OF SURVEYS AND MAPS, ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. r MAY 17' 1988 SEP7 28 1987 N.B. M2-126; F.B.43-11i __jjjjjjjjjjjjjjj�' - - M _, 1 { .r. jfl 11a?rR titl! This cettiited that this,plan and sPec�fIterat This C of the Proposed building or atteratpns to be ..rested at / tt 1 1 wt6 t s:rant f licatlon and 1 agree to comP1Y with all zoning. together with amendments stated in aPP 9qq lied with Plan and 3ulldIn& artment during Pendency 4 and state laws and such orders as shalt be the Building DeP ane of a building �aaued by final f this aPPli�tt n`CIUL Permit. — Signed the Condit n thet This Plan s approved sublu t l tin building s all be orders and ordinances reg Complied with. These filed with condttion*11Y Approved Clerk Building I-P-'or S IYo. FEATION OF ZONING COMPLIANCE rroposed building(s), Uselsa and/or n ears to be ; � as shown Ott this plan appear(s)( � t S 1 x•z.> conformance Y A-0 current South regulations. VaAances and special excepit'(-. may apply. 750, — Date Wing Enforcement Offcer. • � �w�lC� �� f �A s Ii- Fencc S1,r�,tr b ;' s�'11•ed ) e's 2 Sko •► 4-t-e p(0,A �J r;Z,. Io Cr•�s�r�E(�'c�� O f 1 Or 1 1 i 24'- 18"R.C.P. — INLET 8 OUTLET Jv TO BE RIPRAPPED c+ � OF CURVE DATA / EpGOAp�, 0 = 7°-21f-34fr PAl19j),- R = 970.00 INS R A = 124.59' i '��Z �r S), PROJ. �CH = 124. % �72—��0 Q� •( / °�°GR.1 o N F 19 8'S - E O 3222 ^^h LINE OF 0 A ��° lo ' A L F R E 'STREET r- 4/ p Ra 4' D A R A Y M 0 N D 1�• 2h 5 `� CHORD K ,(O �a, 2 S 1- o ♦ �Q' T.F 70.17 1 I N 63.32 456.B/ INV.69.3 ! V 68.9 7 O_b 192.98, �(� �R - -- 263 B3 STREET LINE --� �`9�/O� Ii. G'' 0 �� T F ti. Sri. `�%t0 i S4 0' �a SF P/A IRON '� 9/ l \ j16 �Zar 05 2T.58' S. OF COR. / \ �p 9�� t'/� 0 o�2\ tw 1Z \CLEANOUT f' 1\4 A\ 0 FOUNDATION AS LOCAT ED _ �u• ,Lh AUG. 31,1987 Ir/, 5000NC DING GPRPG� L 0 T 7 Q �o 51p'q�tVG 6�� oio% `,' 72.5 c111•� r tC, t+_, Q�o Rc NS �P�� My r��j+, I� ��v ° AREA ,.,= 76,600 SO. FT, o wr xti\ - h CID .1 /. 4 — m to �. 70� � > 9 C S/ 1 6 �G O N �� /ET AL NDS "ii ti N f N F '-" FLOOD PLAIN N W E ��UNK CONTOUR 70. L t+1. Iru lui o 8 0 t+/� 68 66• N t rr/ 1 +r 6 r +668 tu/ —• �I/! } 50, REAR YARD t If/i O 1900 {} 'PO4, �Oo. pNps/ l-\ 00`0 1 i0e 1�ri fEtL� tine O '!'' I - 325.00' Ito.d t'r:.:t th;s 'n-.es of the proposed butl Jl-:g rected at j I I N I S-Lr cam, d _ :ogethar wtth ame.dmstated to apput'rttnr, .d with plan :;nd I agre 1, u:,mpry wtth 41 !, =.:•!riir.cr, nrd =tale laws and such orders os 0— .n1r4 by the Building Dvpartm:mt duri ..,c I Is yahon and 11 al {s uanCe of RD li• M Su.✓�C�,41 OF Vn 1V11 D , the condition , APR 0 5 2013 re Watmg b Iding shai' Soutn vwndsor -Hy n•psroved These flied wh+' BUILDING DEPARTMENT a cccr 600614 to CERTIFICATION OF ZONING COMPLIAtilL Proposed building(s), use(s) and/or structure(s) ab shown on this plan appear(s)to be in conformance: I X la with current South Windsor regulations. Variances and special exceptions may apply. Date f J,3 Zoning Enforcement officer / - OFF CURVE DATA: / w 5 SOAK N� Eo I = 7°-21 t-34�t / / PA 19 j / R = 970.00 = A = 124.59' i _,.,—CH = 124. \�O� % ONRP ,� ALFR 11 1\\ �o N f+0 phi 36;t0 'r �' tilt �F T.F 70.17 i 1 9� E 0' t lit IN .63.32 Sw'AL n 192.98, p iN77 v 68.9 -INV.69.3 0 . \j( �\ 0L J. tom. •s 4 1 � S4,I, + � � PIN s9 6 i 17 A pa �.y. Cj„O tee COR. qO� �, tv' i qZ \CLEANOUT t�4 Ar� 0 FOUNDATION AS LOCATED #\\ CK4, ,, AUG. 31, 1987 — �'� 72.54 N JIB CONC. Qt 1 f GpKPC'� y L 0 T 70 .. 4a r 69� aFP��. .s � � AREA 76,600 SO. FT. h I P cc iii o ti � ro -.0 ro IV FLOOD PLAIN 0O1/I N 41 = CONTOUR 70. 11 68 — 68• N 6 W/ +6T. 6$Z �/t + SO, REAR YARD 9p O ° O ` O� _., 00 p o� A �_� O /AF 32 5.00 68. 01O LL - C4ND OF CURVE DATA: / �yE0ROAV� E Q ) A = 7°-21r-34�� / PAjE9j 2 R = 970.00 g A = 124.59' i 0 G ,,--CH = 124.I °�O 1° po Ilk 1v q lb. Iffy CHOP n°r �Q gE,N�O CK T.F 70.17 � 1 I 70 IN .63.32 r�%Wpt, E �� — , 5 192.98 r— " �0�4 jNV.69.3 68.9 Q ��1 Dk oi N� PIN /i, �t�—� � � �rri Of rir. i �Z �CLEANOUT r T\,4 \ \ FOUNDATION AS LOCATED .4 a04�, AUG. 51, 1987 Ir�� Ir % k 72.54 �IJ/ i CONC. .\2h 1 f\ Gp tNGf- Y L 0 T 70 rN„ 6�1 OFo o `> 72.5 12 �� AREA = 76,600 SO. FT. ° p vrr �r1 aD 70 N cm FLOOD PLAIN 00,Y/ N W = CONTOUR 70. 0 ui' uri ---• H 60 �. 16 \rr� +6 �/t + 5p' REAR YARD 9p O ° O % DO o� gyp. AtA �O , 11_i I rr. F 32 5.00 6 ri 7 5` C A N D pECEE YE OCT 3 0 2012 5outr vvindsor BUILDING DEPARTMENT 10 THE 011.01diS DEPT. SOWN Of sourH wj..")S0f rhts certilied that this plsn ar:d are tru. coVics of the pruposed buiAl0ing m alterations to be erected at tiL�ll STRva� IZ9�D ---- Street ttgrthgr v,itn ::mendm-nt•• cjstcd in appliatrt}on anc tJt'1 "rth pl.!r C; aar t� comply with ail zonfn dru St:.te i.iw g s and such orticrs as shall be r,-uert bl the E'.uil',rfg iJt=partment during c, ency rnis ipplicatlon and final Ybuig building permit. Slgnrd`'ts "tan is appr—,j ;kie hat rd ,rdinunces regmatbe d .r•th. Conditianaliy Approved Three filed with Building Inspector Clark Cat. --- - No. CERTIFICATION OF ZONING COMPLIANCE Proposed building(s), use(s) and/or structure(s) as shown on this plan appear(s)to be in conformance with current South Windsor regulations. Variances and special exceptions may apply. Date /y-3-)-moo z UllningtWorcement Officer �/Ow Z Electric # APPLICATION FOR BUIL ING PERMIT Plumbing# 1141 Strong Road Date: 11 HVAC# Sprinkler# 1000212 Estimated Cost $ 000100 FINAL APP� ALS Permit Fee $ S Building VV COMPLETE RED BOXED AREAS Engineering TYPE OF PRINT ONLY Occupancy Fee $ Affidavit Eng. Insp. Fee $ Affidav t ► SIGN ON REVERSE SIDE 4 Total Fee $ (�s TO THE B TPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional CoUILDINGst) $ The undersigned hereby applies o do work according to the following: Applicant Location of Work L 10. Applicant's Addrass Tel # 0 Town Zip Lic.# -r Owner All I L4, el.3 Architect OwneL's A Rdss e1% Architect's Addrress J 510msdr Zip _d 7/ Zip Sq. Ft.New Area: 1 st FI. 2nd FI. 3rd Fl. Total New Area Purpose of this permit ) 4 4et S IPS City Water 0 Well 0 Septic System ❑ Sewer D .20160414 Ins: HO Area Basement Garage ', Approved by e O Use Group Construction Type Revleed 1108 • r Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# [Date: Sprinkler# Estimated Cost $ FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE Appr.for CO. 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 Location of Work Lot No. Applicant's Address Tel # Town Zip Lic.# Owner Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1 st A. 2nd FI. 3rd Fl. Total New Area Purpose of this permit City Water U Well J Septic System Ll Sewer D Ins: HO SP Cert. Area Basement Garage Approved by Date Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all s reet lines,side yard lines,and required distances from all other zones and is located in whi thi building and use is allowe . Signed ad 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 07/06/10 Printed by Peart, Dayshell 14 58 07 INSPECTION: 31801 FINAL PERMIT: STATUS: APPLICATION: 20/000586 LOCATION: 1141 STRONG ROAD SOUTH WINDSOR • PROPERTY ID: 87001141 ` OWNER: MYERS KAREN S & WILLIAM J CONTRACTOR: DESCRIPTION: STRIP AND REPLACE SHINGLES WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 06/25/10 SCHEDULED: 06/25/10 AM COMPLETED: 06/25/10 UNPAID FEES 00 Date Time TIME: TRAVEL ONSITE COMMENTS Electric # 100014--A— APPLICATION FOR BUILDING PERMIT Plumbing# 1141 Stron Road HVAC# g Date: 14 1 O Sprinkler# 1000215 Estimated Cost $ FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ /D '— Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. ` t ► SIGN ON REVERSE SIDE -4 Total Fee��jd�%q$ y.36• Z. TO THE BUILDING D P RTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ e .4' The undersigned hereby applies to do w4 accord ing to the following: Applicant AlAYU110A PA u U Location of Work Lot No. Applicant's �e Address q I)k Sk n5 Tel # &3 4 N °I t 2 3 1�l. Town if4'M 1 CT Zip 0(A0 0 Lic.#4(L C (a A 3"T Owner WiIjt.G KF Myers Architect Owner's Address I11641 $tnV A 9.4 . Architect's Address smtk omkoll'F(_T Zip _ Zip Sq. Ft.New Area: 1 st A. 2nd Fl. 3rd FI. Total New Area Purpose of this permit finS" JJCKA 2 SbILQY 14CCMc- f4NGt' S AA)Sk Jig 1r City Water Well 0 Septic System 0 Sewer 0 Ins: HO SP Cert. Area Bas ent Garage Approved by Date l Use Grou Construction Type _�-- R1iR1/►/C� 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 ny alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to a ca d the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in t s 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 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is her TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT AP ov 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date BuNng Inspector Application must be printed or typed FEE SCHEDULE Location of Job: Fi $0-$1,000=$15.00 � Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT -� -'- \CX:" r b �'j APPLICANT ADDRESS �\\\ cck APPLICANT PHONE# _ �6 O W N S F,q OWNER OWNER ADDRESS OWNER PHONE L I L' L C ESTIMATED COST$ .� IS THIS A CONTRACT COST? _ es _No �G FEE ENCLOSED$ S o TYPE OF JOB: R C New Installation _Alteration/Addition/Repair if APPLICATION FOR PLUMBING PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ElNO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE❑ EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE NO.OF BATHTUBS NO.OF SHOWERS NO. OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESC`RIIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS'1'O COMPLY WITH ALL LOCAL ORDINANCES ANI7ST OF CONNECTICUT BUILDING CODES IN THE P O F UCH K WOR t-► ' CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE CWYRN:M 1aW A"PAO [NC ul ram..r....t Velux U12 4000 .,nw.nr SRCC#2007018A r.�rra.sw eor ram,t.a r 2 VeluX U12 Collectors Note:System complies with all requirements of the a...t rn..�.r,. I Connecticut Clean Energy Fund and Energy requirements Piping is *Ty SteelVeux � established under the EPA b the Star Program. y it F1 This system also qualifies for the Federal Investment TaxCre ' Type (7 .+ Flextube Note:This system is replacing the existing oil heated hot •Insulation—Armatlex HT jwater tank. 1 NC=Normally Closed oa NO=Normally Open ; 00 U U U U- U U U U U U w (52 N I / \ I Hot Pat t 1 -- ------------ Al �xa�axr o y NO---r► I fro,.:carom n.arr tm a eG VAC 9 be Mixing r ! val" 1 y vanb Immersed (Tempered ti 3 i NO Electricalto 125F) Al Etemanl Expansion (45W W) ., rn W NC Tank NO O NC rn t , Date: I � F2 116110 I Immersed I EleUrtcal Element Drawn By: ------(4500 W)---- JD - � Cold Port Cold water M Revision#: Soler -Bradford ) 80 Gallons 1 heet#: Solar water heating VELUX solar collector CLI 4000 VELUX solar collector dimensions Width " ht Measurement(inches) ,. Gross _ rE 54.1 46.2 32.0 T 72.0 47.5 56.2 3.9 Frame 52.8 44.9 30.7 H 70.7 46.2 54.8 Glass 51.5 43.6 29.4 J 69.4 44.9 53.5 Aperture 49.5 41.6 27.4 F 67.4 42.9 51.6 Absorber 49.8 41.9 27.8 L 67.7 43.2 51.9 Packaging 56.1 48.2 1 34.0 1 7312 48.7 1 57.4 4.1 -. x - J r L M T 41 --I - I -T VELUX solar collector technical specifications Weight(Ibs.) Collector weight _ 130 73 57 Weight w.!fluid _ 141 79 64 Gross area 27.1 15.2 12.5 Collector Area(sq.ft.) Apenure area _ 23.1 12.4 9.8 ,Absorber area 23.4 12.6 10.0 Fluid volume(gal.) 0.58 0.34 0.24 Max operating pressure(psi) 87 87 87 Test pressure(psi) _ 145 145 145 Stagnation temperature(IF) 374 374 365 Thermal performance 'Clear day _ 29 15 12 rating-warm climate 'Mildly cloudy da 20 11 8 (1000s btu!da Cloudy day 11 6 5 Thermal performance Clear dam 19 10 8 rating-cool climate Mildl cloud daf 11 6 4 (1000s btu;da ) 'Cloudy day 4 2 1 eta;(start efficient ) 0.6960 0.6610 0.6390 Efficiency u'hr-ft'•-F) 0.4747 0.4666 0.4603 �tiibrft-°P) 1 0.0020 1 0.0019 1 0.0018 VELUX America Inc. 450 Old Brickyard Road•PO Box 5001•Greenwood,SC 29648-5001 02008 VELUX Group Tel 1-866-99-VELUX•Fax 1-864-943-2631•www.veluxusa.com ®VELUX,VELUX logo are registered trademarks o VELUX solar storage tank with boiler backup Solar water heating ■ ■ VELUX boiler backup tanks feature: •Solar Heat Exchanger-Double Wall 1-1/2"O.D.glass coated steel coil ensures separation of potable water and heating fluid. The coil has a heat transfer area of 14.2 sq. Solar water heating ft.and a stored water volume of 2.5 gal.Maximum supply ® temperature from the solar collector must not exceed 250OF e Back-up Heat Exchanger-Single Wall 1-1/2"O.D.glass coated steel coil for enhanced heat transfer capability. a •Sensor Wires for Solar Thermistor Connections-Twisted wires are provided under the Upper and Lower covers. These wires have been provided as a means for connect- ing thermistors to the solar controller. k •Glass lining-VELUX tanks are lined with an engineered ® • enamel formula that provides superior protection from the highly corrosive effects of hot water. This formula is fused to the steel surface by firing at at temperature of over n 16009F. •Solar Supply and Return Connections-3/4"NPT female ® H ?. connections are located on the front for both the solar collector supply and return. ^ Back-up Supply Su I and Return Connections-1"NPT female connections are located on the front for both the back-up ' system supply and return. x •2"Non-CFC Foam Insulation-Covers the sides and top of tank,reducing the amount of heat loss. This results in less g energy consumption,improved operation efficiencies and jacket rigidity. •Potable Water Connections-3/4"NPT factory installed true dielectric fittings extend water heater life and eases ® • installation. ?' •Two Protective Aluminum Anode Rods-Provide added protection against corrosion for long trouble-free service. •Steel Tank-Heavy gauge steel automatically formed, rolled and welded to assure a continuous seam for glass lining. •T&P Relief Valve-Included 9 Brass Drain Valve-Tamper proof cxeraarxr rUMY:ar uawa aNkAt1Y.MC. Velux U12 4000 t a SRCC#2007018A 2 Velux U12 Collectorsre Nate:System complies with all requirements of the Connecticut Clean Energy Fund and the requirements ----------j established under the EPA by the Energy Star Program. a Fi ; This system also qualifies for the Federal Investment Tax •Piping Is '/."Type M CU& e Credit. 16mm Stainless Steel Velux Flextube � Note:This system is replacing the existing oil heated hot e Insulation—Armaflex HT water tank. I t I ' NC=Normally Closed NO=Normally Open P° M �o N i N g I 10 •---------'--------------------'---------------------- : i Hot Pon r r GMN.sar 0r= � i U 2 NO�> �Can`ornagWwtiO Mixmg I VAC w i 7(Tar-rp—d r C Q Immersed m } NO Electnral to 125F) Al .. O I 500W) Element p Expansion 5oo NC 1 Jl NO Tank Y NC P/� t Date: F2 1/6110 I Inanersed Eleotncel Element Drawn By: (4500 ---------------------------------w) JD Cold Pon —0-cl—L Cold water in Revision#: Solar Tank-Bradford wNte 80 Gelbna (OG-soo) 1 heat#: 1 CO.YR)Mff AN �LIWMSOW ENL%GY.W. Pitch: 23° :. �Wrkm Azimuth: 180° mlw(W ed w1EjW b amW p`Gaa+ino� i Solar Mount 2 rails @ 156 '/z" held with 5 L-feet each 2 rails @ 195" held with 6 L-feet each 2 rails @ 465" held with 11 L-feet each N a a s � Total number of 4 '/s' lag screws: 44 0 0 C- N 10'M N O AC DISCONNECT o u .b o UTILITY 205" v METER --150" a W, O 75" 702" ° Date: 12-27-09 .� Drawn By: ^�L RPF 1 , Revision#: SOUTH 2 SWH Solar water heating Hot water .4 A W outlet /--- Cold water inlet Jb A Temperature and pres- A sure relief valve f G Back-Up B Electronic -- — A • thermostat ' �p / Aluminum jacket • Back-Up F A c Heat exchanger Surface mounted E solar sensor a1� • Solar heat exchanger---- - i V I V V -- Drain valve D VELUX solar storage tank dimensions Dimensions MODEL# GAL A B c D E F G TFF 0601205US 55 22" 591/4" 53" 53/s" 271/2" 371/2" 56" TFF 0801205US 70 24" 591/4" 53" 51/e" 271/2" 371/2" 56" TFF 1201205US 110 281/4" 623/4" 553/4" We" 271/2" 391/4" 5-P/4" VELUX solar storage tank connections and weight MODEL# Solar heat exchanger Back-up heat exchanger Hot/cold water Shipping weight Obs) inlet/outlet connection sizes inlet/outlet connection sizes connection sizes TFF 0601205US 3/4"NPT 1"NPT 3/4"NPT 282 TFF 0801205US 3/4"NPT 1"NPT 3/4"NPT 313 TFF 1201205US 1 3/4"NPT 1 1"NPT 1 3/4"NPT 1 442 specsVELUX solar storage tank Heated water Recovery of back up MODEL# Solar HX volume volume of in minutes Boiler output for First hour supply gallons test recovery back up 65°rise 900 rise 650 rise 900 rise TFF 0601205US 2.5 gal 27 gal 11 min 15 min 80,000 BTU/HR 175 gal 133 gal TFF 0801205US 2.5 gal 37 gal 13 min 18 min 90,000 BTU/HR 204 gal 157 gal TFF 1201205US 1 2.5 gal 1 67 gal 1 22 min 1 30 min I 100,000 BTU/HR 1 252 gal 1 200 gal VELUX reserves the right to make product changes or updates without notice. VELUX will not be held liable for typographical errors in literature. For questions, please consult the factory. VE LUX America Inc. ©2009 VELUX Group 450 Old Brickyard Road•PO Box 5001•Greenwood,SC 29648-5001 `VELUX,VELUX logo are registered trademarks Tel 1-866-99-VELUX• Fax 1-864-943-2631•www.veluxusa.com/solar T"Bringing Light To Life are trademarks of VELUX GROUP J!�ORd CERTIFICATE OF LIABILITY INSURANCE OP ID DK ��' ' SUNLI-1 12 30/09 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Golden, O'Neill & Gebhardt Inc HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 205 Whitney Avenue ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. New Haven CT 06511 Phone: 203-787-7481 Fax:203-787-7487 INSURERS AFFORDING COVERAGE NAICa INSURED .INRMA, Chartis Insurance Sunlight Solar Energy, Inc. - - Paul Israel m"E!tC- 4 Oxford Road/Suite D8 INSURER Milford CT 06460 INSURER E COVERAGES THE POLICIES OF INyURA`iCE US1ED SELC W HAVE BEEN ISSUED TO THE ENSURED NAMED ABOVE FOR THE POLICY PERIOD INWATED.NOTWITHSTANOwa ANY REQUIREMENT TERM OR CONDMON OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SI,IHJECT TO AL L tHE 11-RMS,EXCLUSIONS ANO CONO/TIONS OF SUCH POI ICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLA N5 IN—LTR*S TYPE OF INSURANCE POLICY NWEtER POLICY EFFECTIVE PMJDATE Y EXPIRY rOW OA.EIMN.'DC. GATE MMroaYYYY ( LIIfTS { O[lk9111ALLIMLITY EACHOCCURRENCE $ COMMERCIAL GENERAL LIABILITY PREMISES IEs olmrennel 11 CLAUua MADE OCCUR Mm EXP q"one perWrI I, PERSON&&ADV LNJuaY 5 0110111111111"AGGREGATE 3 OIML AGGREGATE LIMIT APPLES PER PROOIICTS-COMPIOP AGO S POLICY 7 22. LOC AIITOYE LLIELTTY (Es GLE LIMIT ANY AUTO : ALL OWNED AUTOS BODILY INJURY = SCNbULED AUTOS (Prr person) IIIRE'D AUTOS 600�Ly IN.:JRY S 110144WNED AUT05 (Per emdo-Al PROPERTIDAMAGE f (Pu rmdens, SAAA=LSISERY AUTO ONLY•EAACCIO&O S ANY AUTO ! ACC S OTHER THAN AUTO ONLY. AGO S EXCESS/UMBRELLA LNWTY SAC"OCCURRENCE S QCCUR I CLAIMS VADE AGGREGATE S S pEDUG'19LE ___ S RETENTIC'i l $ VJORKERS COMPENSATION Alb WPLOYERS'LLABILTTY YIN x TDRr L iMI'S A AMYPROPRIe10araARTNERIEXEC 005013587 12/01/09 12/01/10 EL EACHACCICENT SZ 000 000 OFn ERA.IEkIEER EXCLUOED7 t-1 PIWASNsry in NH) E L OaSEASE•EA EMPL $1,000 r 000 M tea,AM6iDe under SPECYIL F'FOVISIONS b$W& E I D,SEASE•POLICY LIMIT 5110001000 01nm DESCRIPTION OF OPERATIONS I LOCATIONS r VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT 1 SPECIAL PROVISIONS Evidence of Insurance CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THGREW,THE ISSUING INSURER WILi ENDEAVOR TO MAIL 3. OAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Sunlight Solar Energy, Inc. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Diane Urionabarrenechea REPRESENTATIVES. 4 Oxford Road Milford CT 06460 AUTHORIZED REPRESENTATIVE Golden, O'Neill S Gebhardt ACORD 25(2009/01) (D 1988-2009 ACORD CORPORATION. All rights reserved. The ACORD namo and logo are registered marks of ACORD L r L-U4 nev uY/W STATE OF CONNECTICUT 18669 DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue + Hartford Connecticut 06106 Attached is your Home Improvement Contractor Registration. This registration is not transferable. For questions,contact the Trade Practices Division at(860)713-6110 or email trade.nracticesacct gov Visit our web site to verify registrations and download applications at mvw.ct,gov.jdQ1 A � IK ON SUNLIGHT SOLAR ENERGY INC HOME IMPROVEMENT,CONTRACTOR 4 OXFORD RD STE D-8 SUNLIGHT-SOLAR ENERGY INC 4 OXFORD RD'STE D-8 MILFORD,CT 06460 D4IL; RD ;- 06460 LIC./REG NO. EFFECTIVE EXPIRES HIC.0603998 .fi`:.712%01/2009 s:`• _.11/30/2010 SIGNED �+Y' .Y4;,��5�%1J .�,kf yrj�''` � �,� `"'.o� '�a�� /?'. s `c• t+. 3• LSD fi .h, ��xt � �'�.: ��+k`'• :``�v `� �<f0 „��j',1 `w �� '�� 'S�°•� y,•_ ,�''}�0��f n' p bl ;v ` `'p� .,�it.'� rt1 -r:':. ��vi. rid •dl •a:'r: . �� •,. •d �'d1. � �rff��$�, '''_ � �(-\\ `tea= `� w�..f� � `�wl�•r�a STATE OF CONNECTICUT ♦ DEPARTMENT OF CONSUMER PROTE CTION s Be it known that SUNLIGHT SOLAR ENERGY INC 4 OXFORD RD STE D-8 MII'FO � `Z' U�6460 -A' % �? A: t is certified by the Departiiierit`rs ection as a registered HOME IMPR t s Q;V�,M�N�'�' �ONTRACTOR Regis >G -tion F 603998 Effective: 12/01/2009 Expiration: 11/30/2010 Jerry Farrell,Jr.,Commissioner ni+ — •"— : \'.�.'•.rV; Pay. .� H .AV. .• \ -P v f, v.� ._. ___..,.i— _max..._ ._-/._.._. _--_ i�Jl�r W. �N" `/.� ��v%.f � /.��/.��' � �A�•A. \• w�,� A w'�V .►' {•\`w•S:Gi'k �vauS�:L'i' �� Dwight DeBow DeBow Mechanical Services LLC P.O. Box 290144 Wethersfield, CT 06129 860/956-8716 office Lic # 0398835-ST1 Licensed Contractor/ Agent Authorization Form I, Dwight DeBow. , Inc a Connecticut licensed Contractor. Authorize, Sunlight Solar Energy, Inc Diane Urionabarrenechea As Agent to sign the plumbing permit application as my agent to perform work at Address 1141 Strong Road; South Windsor, CT Job Name: William Meyers Description: Solar Thermal Installation Est. Starting Date: February 2010 License Type/Number: Thermal Solar/HTG 0398835-ST1 gent Signature Con actor Signature Date to: Connecticut General Statutes: Sec. 20-388b Building permit applications . .or such licensed contractor may delegate the signing of the building permit Application to an employee, subcontractor or other agent submits to the building official a dated letter on the licensed contractor's letterhead, signed by the licensed contractor, stating that the bearer of the letterhead is authorized to sign the building permit application as an Agent of the licensed contractor. . 0,0 N SE, t � Town O-P S-Outh �- C U S � • 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 °SOR-C°' TELEPHONE (860) 644-2511 June 25,2010 Mr.Jeremy J. Hirsch Sunlight Solar Energy Inc. 4 Oxford Road, Suite D5. Milford, CT. 06460. Re: Photovoltaic Grid Installation 1141 Strong Road, South Windsor,CT. 06074. Electrical Permit Application#1000102 Dear Mr. Hirsch: The purpose of this correspondence is to confirm that the above Photovoltaic grid installation located at the above address was inspected and issued a Certificate of Completion consistent with the applicable codes. If I can be of further help to you, please do not hesitate to call me at 860-644 2511 extension 233. Yours truly, Michael Rose. Asst. Building Official Cc. Christopher Dougan, Chief Building Official William Myers, Resident t OVI SFI y Town O-PsotdA � o c � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR•COa� TELEPHONE (860) 644-2511 March 17, 2010 Ms. Diane Urionabarrenechea Sunlight Solar Energy Inc. 4 Oxford Road, Suite#D-8 Milford, CT. 06460 Re: Solar Installation 1141 Strong Road, South Windsor, CT. 06074. Permit Application#201000077 Dear Ms.Urionabarrenechea: The purpose of this correspondence is to confirm that the solar installation located at the above address was inspected and issued a Certificate of Completion consistent with the applicable codes. If I can be of further help to you, please do not hesitate to call me at 860-644 2511 extension 233. Yours truly, Michael Rose. Asst. Building Official Cc. Christopher Dougan, Chief Building Official William J.Myers,Resident APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# ApplicAtien ' BUILDING DEPARTMENT C IO�- APPROVED 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg. Permit# l�al.S Date Bui ng Inspector _ Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 � Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt. No. APPLICANT 1f Vly1Q ( PO(tA,,, APPLICANT ADDRESS APPLICANT'S PHONE# Z0 $ OWNER OI ,akt �IgeY-s - �pW N Sf q< OWNER ADDRESS OWNER PHONE S o 0 (a t{4 , ESTIMATED COST$ 21 000 C U IS THIS A CONTRACT COST? V Yes No .•1 FEE ENCLOSED$ 20. � TYPE OF JOB: ( a 1� SO CO New Installation Alteration/Addition/ Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? YES ❑ NO RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK (V1 Sio la 1 t!-h.�� a►n�l P -! 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 t�] ' (ff2121 E) C-T CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE S i4lia SUNLIGHT SOLAR energy- Jeremy J.Hirsch 4 Oxford Road,Suite D5 Milford,CT 06460 P:(203)878-9123 F:(203)878-9464 CT E1: 188288 Licensed Contractor/Agent Authorization Form I,Jeremy J. Hirsch, a Connecticut-licensed electrician, authorize Annalisa Paltauf of Sunlight Solar Energy, Inc.to sign the electric permit application as my agent to perform work at: Address: Job Name: M Description: Photovoltaic Grid Tie In Est.Starting Date: `5 1( D License Type/Number: E1/188288 kggentture ntractor Signature Date: (0 Date: SUNLIGHT SOLAR energy- Paul Israel 4 Oxford Road,Suite D5 Milford,CT 06460 P:(203)878-9123 F:(203)878-9464 CT HIC: 603998 Licensed Contractor/Agent Authorization Form I, Paul Israel, a Connecticut-licensed Home Improvement Contractor, authorize Annalisa Paltauf of Sunlight Solar Energy, Inc. to sign the building permit application as my agent to perform work at: Address: Job Name: Description: Solar Installation Est. Starting Date: ✓ 3 I7 License Type/Number: HIC/603998 nt Signature Con ractor Signature Date: 110 Date: ( v Connecticut General Statutes: Sec. 20-388b Building permit applications-.or such licensed contractor may delegate the signing of the building permit application to an employee, subcontractor or other agent submits to the building official a dated letter on the licensed contractor's letterhead, signed by the licensed contractor, stating the bearer of the letterhead is authorized to sign. COPYRIGHT M SUMJGHT SOL" FVEROY,Rlc All n(hu nerved Reped-awe neatl nrin PV MODULE RATINGS Caa STC Temperatures kil 06074 SOURCE COMBINER RATINGS INVERTER RATINGS �:d � MODULE MANUFACTURER: E A 1`3 en MAX OCPD RATING(A):15 INVERTER MODEL:PVI-4000 UTILITY MODULE MODEL#: E(ESA f3 Average High:29'C OCPD AMPERAGE RATING(A):15 MAX DC VOLT RATING(V):600 SERVICE F OPEN-CIRCUIT VOLTAGE(Voc): 22.8 Record Low:-31'C = I. OPERATING VOLTAGE(Vmp):18.3 OCPD VOLTAGE RATING(V):600 MAX POWER @ 40°C(W):4900 11 u OPERATING CURRENT(Imp): 11.48 NOMINAL AC VOLTAGE(V):240 t SHORT-CIRCUIT CURRENT(Isc):12.11 MAX AC CURRENT(A):20 n , MAXIMUM POWER(W):210 MAX OCPD RATING(A):20 UTILITY METER 06 V 1` y O }? 8 INVERTER A r� PVI4000 #OF MODULES IN SERIES:21 ,� M DC OUTSIDE AC c N o0 DISCONNECT DISCONNECT 1 1 N.2 o� 200A J 12 � O .G N.. o V]q AC� N OUTPUT oho DC(� i METER 30A N 0 u GROUNDING V 1 ELECTRODE � O O ARRAY GROUNDING ELECTRODE Data n Monitoring WIRE SELECTION FOR DC AND DC DISCONNECT RATINGS 15A AC CONDUCTORS 240V Symbol Conventions: DISCONNECT AMP RATING(A):60 All solar wires 10 AWG USE-2 OUTDOOR RATED DISCONNECT VOLT RATING(V):600 terminate at the Date: 2-Pole main service WIRE panel Circuit Breaker GROUND WIRE:6 AWG 12-27-09 240 STRANDED AC DISCONNECT RATINGS MAIN SERVICE PANEL cramp Fuse16 outlet AC RUN:8/3 THWN Drawn By: DC RUN:8 THHN DISCONNECT AMP RATING(A):36 .�• Visible Break IDISCONNECT VOLT RATING(V):240 RPF Knife Switch 690.53 PHOTOVOLTAIC POWER SOURCE NEMA 3R SERVICE PANEL RATINGS ewe SIGN ON DC DISCO BUS AMP RATING(A):200 Revision#: »•• — •• GEC(to electrode) OPERATING CURRENT(A):11.48 CONDUIT SIZING SERVICE VOLTAGE(V):240 Equipment OPERATING VOLTAGE(V):384.3 MAIN AMP RATING(A):200 1 Grounding MAX SYSTEM VOLTAGE(V):561.9 1"PVC OUTDOOR INVERTER OCPD Conductor SHORT CIRCUIT CURRENT(A):15.13 1"EMT INDOOR AMP RATING(A):30 Sheet A: 1 COPNIMHT 2M 5VNLI�SMAR SG).W Pitch: 23° Azimuth: 180' SoYr EncC.bK u mhvful and wbje�e r x u 2 ~ v Solar Mount 2 rails @ 156 1/2" held with 5 L-feet each 2 rails @ 195" held with 6 L-feet each 5 2 rails @ 465" held with 11 L-feet each o Total number of 4 '/2" lag screws: 44 cl �72 c � 3v M } � 0 ! O 6G u( F. So 'r 0 a O AC DISCONNECT v O y (~ UTILITY — 205" C U METER 4 150" p4 75" 3 702" Date: 12-27-09 Drawn By y d RPF i Revision#. SOUTH 2 snaNia Wind Uplift: secure Mean Height of Roof: 20 ft. Exposure category: B s� This installation of 21 ESA 210 panels is strategically connected to the existing structure's underlying frame of rafters °��°� '� yelv(y,.ed WJKtbal�l with no fewerthan 44 lag screws,for a combined hold-down strength of 27,456 lbs. (details below). This will retain 1009/6 stability in event of the worst-case scenario: 100 mph steady wind or a 3-second gust of 116 mph. r _'Ac Deadload: minimal Rafters: 2x4truss @ 24 in. on center Span: 189 in. The total deadload added to the existing structure by this system is 783 lbs. which is concentrated on 44 roof-points. Each point exerts 18 lbs.of down-pressure onto 6.25 square feet of roof membrane or 2.84727 psf. This roof is code-certified to support 10.00 psf.This solar array will exert 2.8473 psf.downward pressure on the roof. b A$ N w 3 � R' y�y ....;__.... CO O M OD Snowload: , unchanged Slope: 23 degrees o Snowload on a roof is partly determined by the slope factor(C,,,e)which begins to decline from 1.0 to 0 at 20 degree slope on slippery PV panels;C,,op only begins to decline from 1.Oto O at 45 degree slope on a non-slippery,asphalt shingle surface. o Details:each 4" lag screw will imbed 2 3/4"of threaded shank into the rafter, providing a pull-out resistance of 624lbs. This local wind a o 0 zone may exert 50 Ibs.of uplift on each square foot of array, so total hold-down of 13,871 lbs. is required forthis array. OLCIO Sunlight Solar has 44 lag screws x 6241bs hold-down per lag screw, or 27,456 lbs of hold-down,or 197 % 3 of the hold-down strength required to withstand the worst-case scenario uplift. Formula: Ps=A1 PS30(from IBC 1609.6.2.1) ~ 0 5T TT G•+orr 04 \ w �ONrLw.1. � pwlWarl4 'GA u.emur� u»tuurr ` zw.Yow.w' wrrfr.wr .r. awrs+r SolarMountversatile mounting syster-n �v--.z:.Sh*L �� -?.'-t.. "�":� Y :.._awn ..i.;�s. ri:�-�','�ir•SF-�.�.P:��-? `_ 1 r,t 1'h�,tA`�c*'.Mexa'. �e..�•s' a��r'�-.-e rs'--:e� -tif` u.� - F .r kW"7-- IA A Ground Mounted Roof Mounted Open Structure Google Carnpus, California Solution Solution Solution zoo?.courtesy of EI Solutions Inc. 14 din the .market today. We've engineered installer-friendly components for maximum flexibility, allowing you to solve virtually any PV mounting challenge. The universal SolarMount rail system has three options which can be assembled into a wide variety of PV mounting structures to accommodate any job site. Unirac provides a technical support system complete with installation and code compliance documentation,,an on-line estimator and design assistance to help you solve the toughest challenges. IN. yam. Hb( envy duty)rail adds the 5olarMount advantage .. to PV PoleTopsa,U-LAs(see separate data sheets), stom applications that require long spans. r Standard.rail gives you ultimate flexibility,including bottom mounting and tilt-up options, Ideal for flush mount applica- Use bottom mounting clips tions,such as residential.rooftops, (standard and HD rail only) where it is most convenient to whenever you prefer to secure footings and rails before preassemble the array using installing modules,top mounting module mourning holes. clamps securely grip any point of Simply fit the clip into its rail the module frame,freeing you ' slot over the mounting bolt for from the constraints of module a secure connection_Adjust the mounting holes. clip position anywhere along the.rail slot. #"j€ .'Jhle or1fL ;_li"'FrI S f'i..'N L�t ins"alla .1on of �'s'34`wE:'ass irdei6%ciG"�, 4 s' � Use standoffs whenever flashed installations i are required,on tile roofs,for example.Two- Flush, high-profile or piece aluminum standoff allow precise place- low-profile configurations ment of a flashing over a secured base prior to the Roof or ground mount 3= installation of the standoff itself. All standoff types come in four standard Pitched or flat roof heights:3,q,6,and 7 inches.Appropriate flashings are available. { Serrated L-f` Installer-friendly components Standard for ground mount installations on Minimized penetration with residential and commercial rooftops,use L-feet longer attachment spans than alone above asphalt composition shingles or in conjunction with flat top standoffs.Mount competitive products standard or light rails.Configure to either of two rail heights,one promoting air flow for Designed with customer input cooling,the other offering close-to-the-roof Grounding and wire aesthetics management options be St°v to Legs s . Quickly set the precise tilt angle required.Styles are available for high profile(1 or z legs per Installation and code ' rail)and low profile installations. compliance documentation Each series offers three leg lengths so that you can adjust to exactly the tilt angle you want— Online estimator up to a maximum of 6o degrees—without cutting and drilling at the job site. Person-to-person customer service Fasffoaat", The astToot""attachmenta features�co asten - echnology by the Alpine Snow Guard Company, allowing attachments to metal, concrete and wood decks without compromising:he integrity Three rail options to of the roof accommodate any job site • Incorporated into other major product lines Made from cast aluminum,the the hook attachment provides SolarMount with a cost-effective solution for barrel or Spanish the roofs.All required lag bolts and hardware are included.Refer to the tile hook engineering data for max load capabilities. i' dw Y B r AW 40 AW �rY .all AW r r 's iX p. A Aw AV AW r r Av AW AW ~ # AV ,AW /I• f JI f III F s I2` AW A r AW X . A r JW >- -..-.. _,- :-•.._..,..�. ...-,e=:._. ems=..._ 6o61-T6 and 6063-T5 The SolarMount' system is PE certified. • SolarMount ballast frame Call Unirac for documentation applicable 6105-T5 aluminum extrusion to your building code SolarMount*rails VIV 21 t'3`a l"l t Y Mounting clips and clamps Tilt legs and t-feet SolarMount' is covered by a to-year limited •Two-piece standoffs product warranty and a 5-year limited finish Severe Condition 4 (very severe) warranty. zinc-plated welded steel For complete warranties, download any • One-piece standoffs SolarMountm installation manual from 18-8 stainless steel our web site. •Fasteners noht - SOLECTRIA RENEWABLES 1 Grid • . PV • • P VI PVI j�3 P VI W5 U G,LO PVI 5 a breakthrough in efficiency and quality top CEC efficiency DC disconnect .,iOf string combiner quick-mount bracket lightweight 10 year warranty powerful LCD display latest UL 174111EEE1547 universal 2401208VAC .: ._ ,. positive ground option transformer isolation free PC software and RS232&485 parts detachable DC wiring box Solectria introduces the PVI 3000/4000/5000/5300 inverter: exceptional quality and efficiency with more standard features. INVERTER SPECIFICATIONS INDUSTRY LEADING FEATURES PVI3000 PVI4000 PVI5000 PVI5300 *Highest efficiency tranformer Input isolated inverters in the onttnuous Power @240 VAC 305OW 410OW 515M 5575W industry, 96%CEC,full line! 208 VAC 284OW 3580W 452OW 4840W Recommended Max.PV @240 VAC 3600W 4900w 620OW 670OW •Fully integrated with DC Array Power,STC Rating 2W VAC 34WW 4300W 540M 580OW disconnect, 3 or 4 fuse PPT Voltage Range 20OV-550 VDC 20OV-550 VDC 20OV-550 VDC 20ou550 VDC combiner and detachable DC wwri Irput Voltage 6W VDC 600 VDC 600 VDC 600 VDC wiring box. �ui Voltage 235 VDC 235 VDC 235 VDC 235 VDC a Input Current 16 A 20 A 25 A 25 A •Widest DC voltage range, w Short Circuit Current 24 A 24 A 30 A 30 A s 3 4 4 4 200-600 VDC. output •Easy installation with low Continuous Power 0240 VAC 2900W 3900W 490OW 5300W weight(47-60 lb)with quick- 208 VAC 270OW 340OW 430OW 4600W mount bracket feature, and Voltage Range 0240 VAC 212-264 VAC 212-264 VAC 212-264 VAC 212-264 VAC universal 240/208 VAC 208 VAC 184-228 VAC 184-228 VAC 184-228 VAC 184-228 VAC operation. Frequency 60Hz 60FIz 60Hz 60Hz Range:59.33-_60.5Hz Range:59.3-6.00.5Hz Range:59.3-6_0.5Hz Range:59.380.5Hz .High reliability, 10 year ontinuous Current 13 A 16.3 A 20.7 A 22 1 A warranty and certification to u1put Current Protection Required 20 A 25 A 30 A 30 A latest UL1741/IEEE1547. x.Backfeed Current 0 A 0 A 0 A 0 A ower Factor utikty,>990A _Utility.a99�6 .>99+/6 Utirty,>999k HD <3% <3% <3% <3% •Free PC software and both ciency Peak @240 VAC 96.7 —96.7— 96.7 96.6 RS2328r485 communication 208 VAC 96.4 96.5 96.4 96.3 ports. EC Efficiency C240 VAC 96.0 96.0 96.0 96.0 208VAC 95.5 95.5 96.0 95.5 •SOIrenVieW or Fat Spaniel Inverter-Direct Internet,and/or General revenue-grade monitoring [ndkosure Rairproot,NEMA 3R options available. Also ing Material Painted aluminum compatible with Energy ent Temperature Range -25°C to+WCRecommence, Draker and ng Convection Convection and fan assist ht 47 Ib(21.4 kg) 48b(21.8 kg) 58.5 b(26.6kg) 601b(27.4 kg) others. 29.75 in x 17.75 n x 6.76 in 29.75 in x 17.76 in x 9,27 in (L x W x H (741n-4n x4Umm x 175mm) (741mmx454rm,x2tam, •Optional integrated panel Sizes 12 to 6 AWG input and output connections assemblies with kWh meter dards UL1741AEEE1547.IEEE1547.1,ANS162.412.FCC part 15 B and/or AC disconnect. anty 10 years standard Fused PV Combiner 600 VDC Detachable Via° f 4 fuses Disconnect Wiring Box Y Y , i SOLECTRIA RENEWABLES Lawrence, Massachusetts USA Olt ' T7 Ph: 978.683.9700(MA) Ph: 562.608.8913(CA) Fax: 978.683.9702 GFDI Fuse RS232/485 interfaces E-mail: inverters@solren.com DC Connections AC Connection www.soiren.com A SERIES — oncLovo ,! �aic panels evergreensoiar Made in the USA l4. kA MON kc 61 t i r. 1 rrr 1. el rr r r r 1 •/ �lr�.gn.�,,,,,,r t _ 1 f " - �p�••� '"�} ;, �r�3.`y�..2pv`'� s<..c1F'Er d,�.GF' „vf c-;✓.>- - 1 w t - 5� u! .... u r _Ca t t rY r r t. } •`5+ a tyy;_U - wl.: J �q ++. y AMR "iX STRING RIBBON `'JLAR PANLI. i i f ERING 1 r';EPTIONAL PERFORMANCE AND INDUSTRY-LE ENVIRONMENTAL CREOEN f IALS. IN SNORT, MORE ELECTRICITY AND LESS IMPAC All Evergreen panels come with a 5 year workmanship and 25 year limited power warranty.For full details seethe � oO0 C E Evergreen Solar Limited Warranty available upon rewast or online. This product is certified to UL 1703,UL _ �• 4703,UL Fire Safety Class C,IEC 61215 Ed.2,iEC 61730 Class A,FSEC and KTL standards.String Ribbon is a toter rr '�� trademark of Evergreen Solar,Inc.Evergreen Solar's wafer manufacturing technology is patented in the United r C IJ$ States and other countries.Copyright 0 Evergreen Solar,Inc 2009. '°..I�.r•' rot ELECTRICAL characteristics MECHANICAL SpecifICations Standard Test Conditions (STC)' FANS L 1D LASE L l•I 1 t za t ar..�ir..�_te27 -' P„p` 200 , 210 W i S I � Q e, .... ., s ..,.. ..,., +N-.it"N e:�.. .-• _.- _. _ .. �lli.t<)CI Nr I dF Sl PANEL SEPIA ` uRrL1MdOING NUMBER HOLEs a m W i CABLES(10 AWG. f8 17 1$Fi$ 49t?fl W I I U&703 M"PE) eti v 160 V ,> � 181 18.2 1.8:3 V A 10.0.26 PANEL CiATA& TIN'S Hi1LE5 ' 22.6 227 22.8 V AFEnLasEL F,..R1i6 r A ----- M-'L•��KAeiE C"NNEC'PS • . ••' • MTS 1,LOrKINr; I ;IEFVENo:T y N) Tem• Conditions • o FR•_VIDEDi o - TlX.I �✓ I ��4_. BLACK AN IDIZED •�'• 12x 0.22 FRAME V4 1 1�,6 167 v I i ALIJMINVM FRAME G DRAJNAGEHOLES (NOT TO BE VISE ,^K' 1 `r=r �¢ FOR M•J IN It A' Von 200. 21.0 21.1 V -dn�, -: ALL D N5 re_-N IME10-IN IES •rMNA1A HOLES O M NnOV NO W01E W S 1O ORODINO HOLESS External Dimensions 0aG,x 37.5'x 1,6'f 1$50.5 x 961.3 x 46 rnm — Low Irradianc= Weight � ��•sit + 7� The typ"l relative re�6jcNon of pallet efficiex<y at all Solar Cells' 114M'A-C"!JrrebikxinStlxrgf t,sNs irrridance of 200 W/me b9ttt at 261C calf terTperawre Frame , and s}JL'X,`htllrrt AM 1!6 I;0%. - Front Cover ~rW'di<RSN�4hi9 Tfsff'«7@r�SOW GI �"1'h3"1T'ru3dtetac Encapsulant t Back Cover u INN rl Maximum Certified 8QkS6J4� TemperatureLO - - Wind&Snow Load` Hailstone Impact Test,1 7 i? %Pc R V -felt %!°C Product packaged 28 per pallet and tested to international Safe Transit Association(ISTA)Standard 2B All specifications in this product information sheet conform to EN 50380.See the Evergreen Solar Safety. Installation and Operation Wrxsal,Morning Guide and Inverter Selection Guide for further information on G approved installation and use of this product. 0 1, +0'1r %!'G Due to continuous innovation,research and product Improvement,the specifications in this product information sheet are subject to change without notice.No rights can be derived from this product information sheet and Evergreen Solar assumes no liat>'lity whatsoever connected to or resulting from the use of any Information -- -- System _ • ontainHr n9rom MC°i5 a re0lste`ed trademark of Multi-Contact AG 20 A PARTNER iI - 600V �4 1 1,��/--'. .,i "M i 2?'1—"-1 t_—t,c1_•r r4fvj pow,34 PvIASA k9 Cz,RA rm:r(Vi W,W.20`0 wnfie'1 rrr w*m, r Wn wi J •e09 Wmv, 20C a»r f ,4)eranfe r vc wind.speed, AV 15 suwfrrrn. SColrcotarmaVvaryduatawrrni�re nernAacanngProre�61t obey rxx rifled ffreperfor mired ffra paler:aP-U 170,3 Whenusing lAoci>rincJAkstllods A9 Rorp ddennl rmM w[,Z.'ar[Rf'ree rats;as-ir;:,>rbad rl UxaAkunrxx,7 rlurd3lxrhs produ.l,7Fsr rr•r>I;-.„. •f-Ira-W,a ba vo#aye,3,iarr We it wtww4 cetls and WecR arod+za7 frame ®ELECTRICAL EQUIPMENT CHECK WITH YOUR INSTALLER ES-A_200-205_2I 0_fa.3_0,3 effective February 11r 2r CU` WORLDWIDED• CUSTOMER Evergreen • Evergreen138 Barite,"Street,Marlb�iro.MA r t 0: r: 0 747 PERMITS/INSP PAYMENT RECPT# 20407728 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 05/14/10 TIME 12 19 CLERK: aliceakeh DEPT: CUSTOMER# 0 PARCEL: CHG: BLDPRM BUILDING PERMIT 430 00 AMOUNT PAID: 430 00 PAID BY: SUNLIGHT SOLAR PAYMENT METH: CHECK 42214 REFERENCE: A1141 STRONG AMT TENDERED: 430 00 AMT APPLIED 430 00 CHANGE: 00 PERMITS/INSP PAYMENT RECPT# 20407729 TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 DATE: 05/14/10 TIME: 12 24 CLERK: aliceakeh DEPT: CUSTOMER# 0 PARCEL: CHG: BLDPRM BUILDING PERMIT 30 00 AMOUNT PAID: 30 00 PAID BY: SUNLIGHT SOLAR PAYMENT METH CHECK 52214 REFERENCE A1141 STRONG AMT TENDERED: 30 00 AMT APPLIED: 30 00 CHANGE: 00 W N Sf1 10 C Town O-P Soa& Vt�u� �1 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 June 25, 2010 Mr.Jeremy J. Hirsch Sunlight Solar Energy Inc. 4 Oxford Road, Suite D5. Milford, CT. 06460. Re: Photovoltaic Grid Installation 1141 Strong Road, South Windsor, CT. 06074. Electrical Permit Application#1000102 Dear Mr. Hirsch: The purpose of this correspondence is to confirm that the above Photovoltaic grid installation located at the above address was inspected and issued a Certificate of Completion consistent with the applicable codes. If I can be of further help to you, please do not hesitate to call me at 860-644 2511 extension 233. Yours truly, Michael Rose. Asst. Building Official Cc. Christopher Dougan, Chief Building Official William Myers,Resident Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 1141 Strong Road HVAC# 11000589 Date: !G —.2 ��/ Sprinkler# Estimated Cost $ FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE t Appr.for CO. Total Fee $ 1`� TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the olio ing- /O Applicant Location of Work_ /ly / LotNo. Applicant's Address 49 Aw, Tel # 2 YS �3 Town .< Zip e:!P�02_<,e _Lic.# �W—/ Owner FL/' �t Vea s 2t, ( Architect Owner's Address � / ,53'`�� .@cf Architect's Address _xV. Zip DraO 7 U Zip Ora Sq.Ft.New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit a City Water❑ Well Ll Septic System ❑ Sewer 0 Ins: HO S rt. Area Basement Garage Approved by Date I) ► tl Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 01/14/21 Printed by Middleton, Morgan 11 34 45 INSPECTION: 43971 PLUMBING GAS TEST PERMIT: STATUS APPLICATION: 201101282 LOC: 1041 STRONG ROAD SOUTH WINDSOR PROPERTY ID: 87001041 OWNER: BROUSSEAU SETH A CONTRACTOR: REQUEST BY: PROJ DESC: 100 GALLON A.G. PROPANE TANK TO SUPPLY GAS LOGS CONTRACTOR WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 11/04/11 PRIORITY: SCHEDULED: 11/04/11 AM COMPLETED: 11/04/11 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS TO PROTECT GAS PIPING SUJECT TO IMPACT Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 1141 Strong Road HVAC# 12000629 Date: a [� Sp FINAL APPROVALS Estimated Cost $ 3, L 1-2, �= Building _ COMPLETE RED BOXED AREAS Permit Fee $ 40 Engineering Occupancy Fee $ i6 Affidavit g TYPE OR PRINT ONLY Eng. Insp.Fee $ Appr.forCO. ► SIGN ON REVERSE SIDE / Total Fee $ 74> TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 2 The undersigned hereby applies to do work according to the following: Applicant girt L Location of Work LotNo. Applicant's Address 1t4t j'fe-3a RDptD Tel # Town,VOW( I %�thiPS O K Zip 06074 Lic.# Owner_ t4-1*M �I<� Architect �L-o' -'"rlt VAKAAC Owner's Address t"Jg- Architect's Address EI.1►llJ6��b Zip Zip Sq.Ft. New Area: 1 st Fl. 2nd FI._ 3rd FI. Total New Area Purpose of this permit N4 L C 62 r 2 IAI6^f/LJ> pl1 F a :fRk S��L jr City Water❑ Well ❑ Septic System U Sewer J N Ins: HO SP Cert. Area Basement Garage Approved by � Date 11-1—IL, Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in whir this PWIding and i u is allowed. Signed _ I hereby apply for a Certificate of Occ4anc r the work crib i s application for the permit. Signed DO NOT WRITE BEL IS LINE INSPECTION COMMENTS 202000660 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 01/14/2021 --51 %6 have been lswoci o. T/19/13 FEE: GIS ID: 87001141 ZONE: RURAL RESIDENTIAL MUNIS APPLICATION# 201201444 THIS IS TO CERTIFY THAT 1141 STRONG ROAD UNDER APPLICATION NUMBER 201201444 CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY --TOOL SHED. REPLACING OLD ONE ON THE SAME SITE AND LOCATION. 10 X 12. SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/14/2021 11:38 AM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY INSPECTION FIELD SHEET O1/14/21 Printed by Middleton, Morgan it 36 59 INSPECTION: 53043 FINAL PERMIT: STATUS APPLICATION: 201201444 LOC: 1141 STRONG ROAD SOUTH WINDSOR PROPERTY ID: 87001141 OWNER: MYERS KAREN S & WILLIAM J CONTRACTOR: REQUEST BY: PROJ DESC: TOOL SHED. REPLACING OLD ONE ON THE SAME SITE AND LOCATION. WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 08/01/13 PRIORITY: SCHEDULED: 08/19/13 PM COMPLETED: 08/19/13 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 05/20/13 OLIV PASS Z003 CO PLANNING INSPECTION B001 FOOTING B002 FOUNDATION B003 FRAMING (ROUGH) B004 INSULATION B005 FIREPLACE / CHIMNEY B006 WOOD / GAS STOVE E001 ELECTRIC SERVICE E002 ELECTRIC UNDERGROUND H003 HVAC ROUGH P002 PLUMBING UNDERGROUND P003 PLUMBING ROUGH P004 PLUMBING GAS TEST Electric # 1141 stro�PATION FOR BUILDING PERMIT Plumbing# 13000146 L�— -/ HVAC# Date: Sprinkler# Estimated Cost $ / d� FINAL APPROVALS Permit Fee $ 3�0 Building COMPLETE RED BOXED AREAS Occupancy Fee $ b Engineering Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.forCO. SIGN ON REVERSE SIDE Total Fee $ :54 O TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (A dditional Cost) $ i (e The undersigned hereby applies to do work according to the following: Applicant aF c4--1,JFC71C-J-Location of Work_ /W smcwc Lot No. Applicant's Address /34C' F�,oft,te(, t 44 Tel # 103 3S3-?'ts3 ram• Town t j&,►,•(0.j C T Zip bb S/Y Lic.# OSi18 4 Zy Owner /3J( &r4s Architect Owner's Address / 14( 94e," t (7dJ Architect's Address 1A 6.i.r s- Cf (& Zip 66 07 y Zip Sq. Ft. New Area: 1 st FI. .2 Q�� 2nd FI. 3rd FI. Total New Area Purpose of this permit Qltcf Otw d.j .AcrS�,'wfS o1fiGA/ /2;6 X a City Water _ Wellg Septic System J Sewer J 0?0/xb Ins: HO SP Cert. Area Base Garage Approved by Date Ali"�-3 Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in ch this bui g an its use is allowed. Signed I hereby apply for a Certificate of Occ yEBE�LOW'(HIS described in this application for the permit. Signed _ DO NOT WR LINE INSPECTION COMMENTS 202000661 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 08/01/2013 FEE: GIS 1D: 87001141 ZONE: RURAL RESIDENTIAL MUNIS APPLICATION# 201300385 THIS IS TO CERTIFY THAT 1141 STRONG ROAD UNDER APPLICATION NUMBER 201300385 CONFORMS SUBSTANTIALLY TO THE.REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY ERECT NEW SUNROOM ON EXISTING DECK. 12 FT.61N.X 18 FT. SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/14/2021 11:55 AM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES ANEW CERTIFICATE OF OCCUPANCY 202000661 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 08/01/2013 FEE: GIS ID: 87001141 ZONE: RURAL RESIDENTIAL MUNIS APPLICATION# 201300385. THIS IS TO CERTIFY THAT 1141 STRONG ROAD UNDER APPLICATION NUMBER 201300385 CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY ERECT NEW SUNROOM ON EXISTING DECK. 12 FT.6IN.X 18 FT. SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/14/2021 11:55 AM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES ANEW CERTIFICATE OF OCCUPANCY INSPECTION FIELD SHEET O1/14/21 , Printed by Middleton, Morgan it 46 30 INSPECTION: 56864 FINAL PERMIT: , STATUS APPLICATION: 201300385 LOC: 1141 STRONG ROAD SOUTH WINDSOR PROPERTY ID: 87001141 OWNER: MYERS KAREN S & WILLIAM J CONTRACTOR: REQUEST BY: PROJ DESC: ERECT NEW SUNROOM ON EXISTING DECK. WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 08/01/13 PRIORITY: SCHEDULED: 08/19/13 PM COMPLETED: 08/19/13 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 06/19/13 ROSE PASS E003 ELECTRIC ROUGH ARTHUR ® 1-203-430-1718// P001 WATER HEATER REPLACEMENT P002 PLUMBING UNDERGROUND P003 PLUMBING ROUGH P004 PLUMBING GAS TEST B001 FOOTING B002 FOUNDATION B003 FRAMING (ROUGH) B004 INSULATION B005 FIREPLACE / CHIMNEY B006 WOOD / GAS STOVE E001 ELECTRIC SERVICE E002 ELECTRIC UNDERGROUND Electric# APPLICATION FOR BUILDING PERMIT Plumbing p 1141 Strong Road HVAC # No. 730746 Date: V/ 7 t; _ Sprinkler# FINAL APPROX X Estimated Cost $ / 3 2 �, o Building C 6 Permit Fee $ Engineering_ COMPLETE RED BOXED AREAS Occupancy Fee TYPE OR PRINT ONLY Appr.otr CO. SIGN ON REVERSE SIDE` Total Fee $ 3 TO BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following specifications: Job Location S 7A C�7 �C-C , Lot No. Side of Street Zone Applicant c-.. f o ,! �' T.L# S 2 of G Address 1. 6' S- e S'7 Owner��'C(/ ,►-► 4--4./z•, /ylyGAJ'Address Ile-,// S' C .v 5 •G�S Architect Address S% Ft.New Area: 1st FL 2nd FL 3rd FL Total New Area #Rooms #Lavatories #Bathroo/ls #Garages // Purpose of this permit:��1$��'7 �7 S__r C��l / O �/ 1k ty Water ❑ Well ❑ Septic System ❑ Sewer ❑ Ins. H.O. Cert. Area Basement rage Approved by Dat Use Group Construction Type ,- Revised 9/01 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and i is all S igne --y z—� 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 1413 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF COMPLETION DATE: 07/01/10 GIS ID:87001141 FEE: 10.00 MUNIS APPLICATION# 201000569 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SUNLIGHT SOLAR ADDRESS: 1141 STRONG ROAD ADDRESS: 4 NW FRANKLIN AVENUE OWNER MYERS KAREN S&WILLIAM J BEND OREGON,CT 97701 1141 STRONG ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 21 ELECTRIC SOLAR PANELS FLUSH TO ROOF/CK OIL TANK 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 7/1/2010 3:37 PM THE FEE ABOVE INCLUDES A$0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE 202000660 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY 5Y1oo1d have 1xa issued on $�I9�13 DATE: 01/14/2021 FEE: GIS ID: 87001141 ZONE: RURAL RESIDENTIAL MUMS APPLICATION# 201201444 THIS IS TO CERTIFY THAT 1141 STRONG ROAD UNDER APPLICATION NUMBER 201201444 CONFORMS SUBSTANTIALLY TO THE REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY TOOL SHED. REPLACING OLD ONE ON THE SAME SITE AND LOCATION. 10 X 12. SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE 1S LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/14/2021 11:38 AM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY 1000212 TOWN- OF SOUTH WINDSOR, CT I'iiRMI!I 140f KBER BUILDING PERMIT DATE: 05/18/10 GIS ID: 87001141 FEE: 195.00 MUNIS APPLICATION# 201000586 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CUSANELLI HOME IMPROVEMENT LLC ADDRESS: 1141 STRONG ROAD ADDRESS: 12 MARSHALL DRIVE. OWNER: MYERS KAREN S&WILLIAM J ENFIELD,CT 06082 1141 STRONG ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: STRIP AND REPLACE SHINGLES. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE-WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 5/18/2010 1:33 PM THE FEE ABOVE INCLUDES A$0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE 1 � `Z l 1000215 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 05/20/10 GIS ID: 87001141 FEE: 426.00 MUNIS APPLICATION# 201000569 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SUNLIGHT SOLAR ADDRESS: 1141 STRONG ROAD ADDRESS: 4 NW FRANKLIN AVENUE OWNER: MYERS KAREN S&WILLIAM J BEND OREGON,CT 97701 1141'STRONG ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 21 ELECTRIC SOLAR PANELS FLUSH TO ROOF/CK OIL TANK SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 5/20/2010 9:00 AM THE FEE ABOVE INCLUDES A$0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE 13000146 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT a i DATE: 04/16/2013 GIS ID: 87001141 Rom, ` j4 =, FEE: 330.00 MUNIS APPLICATION# 201300385 BUILDING.DESCRIPTION: APPLICANT } LOCATION NAME: SUNROOMS OF CONNECTICUT Fz i , w,`Y'ADDRESS:k tl 141 STRONG ROAD ADDRESS: 1345 PARADISE AVENUE' "OWNER:'-: i'MYERS KAREN S&WILLIAM J HAMDEN,CT 06514 "`{' `r? ' �_ 1141t�STRONG ROAD ,SOUTH WINDSOR,CT 06074 z-� Ya`+,. �_ •.`"H;..+x.,r r„::...G°,. .. ``'°' ,�5 ell.✓� 'dY �',e DESCRIPTION OF WORK: ERECT NEW=SUNROOM ON EXISTING',DECK' 12 FT.6IN.X.18 FT SPECIAL CONDITIONS: =i ALL WORK TO BE DONE IN ACCORDANCE ITH if APPLICATION'S AND PLANS-APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: � OCCUPANCY GROUP: BUILDING OFFICIAL 4/16/2013 11:13 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 12000629 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 11/05/12 GIS ID: 87001141 FEE: 60.00 MUNIS APPLICATION# 201201444 BUILDING DESCRIPTION: APPLICANT- LOCATION NAME: MYERS WILLIAM J OR ADDRESS: 1141 STRONG ROAD ADDRESS: 1141 STRONG RD OWNER: MYERS KAREN S&WILLIAM J S WINDSOR,CT 06074-2038 1141 STRONG ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: TOOL SHED. REPLACING OLD ONE ON THE SAME SITE AND LOCATION. 10 X 12. z SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: UI D O HCIAL 11/5/2012 11:49 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300254 TOWN 01; PERMIT NUMBER ELECTRICAL PERMIT DATE: 06/06/2013M ,,,m.;,u, _. . Mr.. GIS ID: 87001141 °' ,�. " 4,,, FEE: 15.00 MUNIS APPLICATION# 201300385 -` BUILDING DESCRIPTION: r ` APPLICANTm „: `'j:, , .�, ;., LOCATION NAME: ABATE ELECTRIC LLC `"4<"'TL Y, ADDRESS: "'1141 STRONG ROAD ADDRESS: 216 B MAIN STREET p OWNER:':, MYERS KAREN S&WILLIAM J EAST HAVEN,CT 06 121; :�`� •1141 STRONG ROAD l i - ,,-;;SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ERECT NEW.SUNROOM ON EXISTING DECK:. I 12 FT.61N.!X 18 FT:: ADDS PLUGS AROUND SUNROOM. ' a SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITIf THE APPLICATION AND PLANS`APPROVED BY THE BUILDING DEPARTMENT. , CONSTRUCTION TYPE: OCCUPANCY GROUP: �: ` ��' ' „> BUILDING OFFICIAL 6/6/2013 2:45 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000102 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 05/20/10 GIS ID: 87001141 FEE: 30.00 MUNIS APPLICATION# 201000569 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SUNLIGHT SOLAR ADDRESS: 1141 STRONG ROAD ADDRESS: 4 NW FRANKLIN AVENUE OWNER: MYERS KAREN S&WILLIAM J BEND OREGON,CT 97701 1141 T STRONG ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 21 ELECTRIC SOLAR PANELS FLUSH TO ROOF/CK OIL TANK SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 5/20/2010 9:01 AM THE FEE ABOVE INCLUDES A$0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000033 TOWN OF SOUTH WINDSOR, CT. PERMIT NUMBER PLUMBING PERMIT DATE: 02/05/10 GIS ID: 87001141 FEE: 120.00 MUNIS APPLICATION# 201000077 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SUNLIGHT SOLAR ENERGY ADDRESS: 1141 STRONG ROAD ADDRESS: 4 OXFORD ROAD OWNER: MYERS KAREN S&WILLIAM J MILFORD,CT 06460 , 1141 STRONG ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALLING WATER SOLAR F SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/5/2010 9:50 AM THE FEE ABOVE INCLUDES A$0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE