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19 JOHN FITCH BLVD
13000061 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 02/27/2013 GIS ID:47700019 FEE: 135.00 MUNIS APPLICATION# 201300162 BUILDING DESCRIPTION: APPLICANt",f) ; LOCATION NAME: HEARTHSTONE HOMES', ADDRESS:....-19'JOHN FITCH BLVD ADDRESS: 454 GREAT POND ROA6. OWNER: �:I§JOHN FITCH BOULEVARD 11 LLC S GLASTONBURY,Cf 06073 '19A JOHN FITCH BLVD -ISOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: RELOCATE CABINETS AND COUNTER-TOPS...MOVE SINK. INSTALL CARPET v"1 SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH;.THE,APPLICATION ANIJ,PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: L--TTjfLDV6 (5FFICIAL 2/27/2013 12:51 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 13000219 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 05/20/2013 GIS ID:47700019 FEE: 150.00 MUNIS APPLICATION# 201300649 BUILDING DESCRIPTION: .;` . APPLICANT t LOCATION NAME: BETWEEN ROUNDS =_ �, ;. ADDRESS: 9JdHN FITCH BLVD �. ADDRESS: 19 JOHN FITCH BLVD OWNER: @ 19 JOHN-fFITCH BOULEVARD 11 LLC SOUTH WINDSOR,CT 06074 �� ?, `x = k J:Z19A JOHN FITCH BLVD TH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEVV IrE=STANDING ILLUMINATED SIGN,j- • A SPECIAL CONDITIONS: A ALL WORK TO BE DONE IN ACCORDANCE t WITFi,THE!APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE:OCCUPANCY GROUP: BUILDING OFFICIAL , 5/20/2013 3:21 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 13000219 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 05/20/2013 GIS ID:47700019 FEE: 150.00 MUNIS APPLICATION# 201300649 . BUILDING DESCRIPTION: APPLICANTVI`>._°; a r` "' LOCATION NAME: BETWEEN ROUNDS h 4 , _ ADDRESS: }°19 JOHN FITCH BLVD ADDRESS: 19 JOHN FITCH BLVDti� :� OWNER:,-- 19 JOHN FITCH BOULEVARD 11 LLC SOUTH WINDSOR,CTT06074 `' 19A JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW FREE-STANDING ILLUMINATED SIGN. , SPECIAL CONDITIONS: w ALL WORK TO BE DONE IN ACCORDANCE•WITH THE APPLICATION`AND PLANS'APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: " BUILDING OFFICIAL 5/21/2013 2:36 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600371 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 08/11/2016 GIS ID:47700019 FEE: 375.00 MUNIS APPLICATION# 201601037 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: EARTHLIGHT TECHNOLOGIES LLC. ADDRESS: 19 JOHN FITCH BLVD ADDRESS: 92 WEST ROAD OWNER: 19 JOHN FITCH BOULEVARD II LLC ELLINGTON,CT 06029 19A JOHN FITCH BLVD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ONE FOR ONE LED RETROFITTING. ;a { SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 8/11/2016 9:41 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APP o 1540 SULLIVAN AVENUE �'� l 644-2511.ext. 230 Bldg.Permit# Date Building Inspector . Application must be printed or typed FEE SCHEDULE Q f ' J�pcation Job: $041,000—$15.00 "1 n �Tc It Chu i R S(Jr Over$1,000= Street I-To. Street Lot No. $15.00 per$1,000ti'.2t/24X 5 �{ or any fraction thereof Tenant Designation Apt.No. APPLICANT 4ea 11,PhL1 Q chodo6 i e S APPLICANT ADDRESS es f QY7 C 1 Ii/1 APPLICANT'S PHONE.# 5 3 OWNER�0W N S£q� OWNER ADDRESS lqc,( J4717 F, t'c4 C OWNER PHONE T 8 14 0- 5-0 C ESTIMATED COST$ 1S C� IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$CIO . . TYPE OF JOB: $21 O SOR•CO New Installation 1�A teration/Addition/Repair �� �,- � LEA 1-S'��"�'e,�.�r���ir��-• 2o i(Po 1031 Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(continued from reverse side) TYPE OF BUrL DING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO gtViglDENTIAL CURRENT USE AND OCCUPANCY a1 I . SYI USINESS ❑. ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTTTUTTONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ NQXED USE CITY /(r•E- STATE AL-- ZIP (Other please specifY) TYPE OF INSTALLATION/WIRING METHOD. /u �f1►' /L( L D. . TT! V . SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCOS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES. NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES �'`cJU NUMBER OF HEAT CIRCUITS NUMBER'OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED NEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK Ear , C-iC 1465y -E CONTRACTORS LICENSE NO. TYPE STA SIGNATURE OFAPPLICANT DATE 7 Z5 N\F CHURILO Q'av N\F CHURILO a N\F KING �1 TIES TO SYSTEM N\F KING h ca II cr I Jk/ �,v� X Y Z N1/\ �o SP #1 55.3' 19.3' - z Ate Q 1 59.3' 35.6'SITE �� 2 52.0' 72.6' - N\F MURRAY CIF 3 67.7' 79.3' - 500' RADIUS V� N\F CARON N� 4 77.1 52.8' ��auy '0 5 82.0' 53.2' - N�F. �,. 'off 6 123.8' 81.4' - SLUKI �2�vQ�oe. DIS( N Exist. CB #3 �� 7 - 20.7' 24.9' t, c's TF=96.94 _.l _ FL=94.19(6 PVC SE ` 8 - 26.6' 21.1' SOUTH WINOSOR � N\F STATE OF CT. �' EAST HARTFORD � 9 - 31.7' 21.3' ar�Wr KEY MAP r5 f,� e7�. B.M. _ GRASS SWALE TO BE CONSTRUCTED Q / SPK. 24" MPL. 10 38.9' 24.2' SCALE: 1" = 200' OVER PROPOSED INFILTRATORS 96.29 A - 15.8' 16.4' AS SHOWN. INSTALL 5 LBS OF TALL \g'�' ELEV• FESCUE PER 1000 S.F. ` �,+ B - 25.0' 14.0' C 18.6' 14.3' 3 ROWS HIGH CAPACITY - INFILTRATORS -� �� D - 18.6' 26.3' O� (INSTALLED PER CONTRACTOR) 1 / E 64.4' 34.5' - �- ^ F 79.3' 52.9' - SANITARY SYSTEM ELEVATIONS GP �-• G 79.5' 52.8' x USE ROTUNDO STANDARD - TOP FDN = 100.28 UNITS TOP 4" PVC FDN OUT = 97.13 ?s. \ PROVED EQUAL DING OR S ^ H 38.7' 21.4' TOP 4•" PVC ANG® = 97.09 DISTRIBUTION BOX f 0 ��� O is�0,e TOP 4" PVC ANG® = 96.35 oc j 00 \ \ �•//� TOP 4" PVC TANK IN = 96.27 �' o' TOP 4 PVC ra FDN = 97.30 TOP 4„ PVC ANG© = 97.29 ��+ 0 F.{-i �• �y ei C TOP 4 PVC GREASE TRAP IN = 96.43 00 S END CEN GREASE TRAP = 97.28 r °N END CEN GREASE TRAP = 97.31 •x �o o 6 heresy \ U2 TOP 4; PVC OUT = 96.16 TOP 4 PVC TANK IN = 96.25 ^ / O C+') S END CEN TANK = 97.14 C'y // 2G0 N END CEN TANK = 97.12 "� i y. 4 �80, O0 � COO TOP 4" PVC TANK OUT = 95.97 �' / RF g8 �9h \O "�4� F 114 LO TOP 4" PVC ANG Q = 96.01 / / kS \ w O / APPROX. LOCATION r� TOP 4 PVC IN W = 95.55 0 � � F y� � � Z O TOP 4: PVC OUT N = 95.47 8" PVC X q W TOP 4" PVC OUT = 95.47 �, TIGHT PIPE 1Q o a TOP 4 PVC OUTS 95.47 00 F f \S q Z TOP 4" PVC ANG = 95.33 03 �} \� \ "�' ! g / Z U I TOP 4" PVC ® GAL = 95.22 °�' TOP 4" PVC ANG 0® GAL = 94.85 ,,,. 6% 4. O// 5•' cO TOP 4" PVC ANG(9)0 GAL = 94.85 C.O. ,� \ o 10 ��i H TOP END GAL #1 = 95.73 o Q�� +G \° �, �� h ems' \Q � q TOP END GAL #2 = 95.71 / 2; min Z O oo i �• Z W TOP END GAL #3 = 95.26 / / 0`` \ �'S S.B. 1 FSF� �• 9g�j ��- W 0D O O TOP END GAL #4 = 95.31 / �. \ _ \ # \ �+ TT 1�� z E- X x TOP END GAL #5 = 95.34 +may roc / 10 X 7.6 V TOP END GAL #6 = 95.44 \ / ^ p\ \ / EXISTING \ ,`O�t ` W Z a'' ©\ SEPTI TANK QFq \ O,�e, y�\ \co, Y s'MI Z NSF °CREASE TRAP F ocG \ o°ao� 20 LOADING J h I r v I c►•m k I n \ \Q f 9R", / ��\ nC �. a " .'�' 8 _ ;�d \ �O EXIST. _� 4 SCH 40 PVC ^g o. / MANHOLE ELEVATIONS 0 `'�, 9� TF 96.54 STM 1D1�5 oo+ ��c ��' \ O ` FL=94.89(8"PVC NW) I TOP OF FRAME c O a9` Existing Building MH #1 98.64 \ 2 .2 1 " h Z 9 EXIST LOC 4 9 / MH #4 99.10 B.M. _ o` � \ \ifs �` Gas^✓, PIPES 0BLDG. 10, MIN -99- 28 Qo��c� 41/4 /1 4MINVC FROM SINKS ,�/ 2-°p\r MH #5 99.07 TOP 4'� l.P. -- " , N ELEV. ��.�(� �C} 9 ASTM D1785 t& DISHWASHERS) �`'� O� • �� c / SEPTIC TANK . OR EQUAL \ /v a / MH #7 99.90 \ m 6 °`` oo�` -i�5'` t°�I/ Q1 h 't 0 . Q se, O MH #8 99.87 A Fin. FLoor �; p.Q 00 GPO� Elev.=100.29/ GREASE TRAP MH #9 99.91 SINGLE ROW HIGH CAPACITY INFILTRATORS W/STONE OO, `99 ` 6 ct°o MH #10 99.92 (INSTALLED PER CONTRACTOR) +6 1 4 5 Drive Thru � /Roof Drain Window \ 9 (Typ•) G O� Z 107 et J40 LE • catK ``� CHAIN LINK FENCE e d �` lrV F+.s goo o 0 �- �/t `3\ Roof o WOOD FENCE ❑ \(Typ') , B�i� LIGHT POLE O �- SANITARY SYSTEM LOCATED IN FIELD AS SHOWN 11-13-03 \ l pOk7 T ,�� W� 7 CL ..,; � gk BIT. CONC. CURB CA O\ \ g 8 5x7 �o� \ 99k APPROX. LOCATION ELECTRIC E E to S�y.JAC►E► Trans. � �o\ e% g �` iG `1I \ / TELEPHONE'SERVICE T T '/Iw � i \ Y \�• Oa\ REFERENCE MADE TO MAP TITLED: GAS SERVICE G G Q "UTILITY PLAN BETWEEN ROUNDS 19 JOHN FITCH BLVD. PREPARED FOR JERRY PUTA SOUTH WINDSOR, CONN." \ �� EXISTING SPOT ELEVATION 98x2 coo BY MEGSON & HEAGLE C.E. & L.S. GLASTONBURY, CONN. �- C. DATE: 3-2-01 REV. 12-1-03 SCALE: 1 =20 / lv MAP N0. 208-95-1U SHEET 5 OF 6 1 � o n Cif N M O) 3 TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT PQ Q AS NOTED HEREON. THIS SURVEY WAS PREPARED PURSUANT TO THE `� REGULATIONS OF CONNECTICUT STATE AGENCIES SECTION 20-300b-1 LOCATION OF EXISTING UNDERGROUND UTILITES AND BURIED CK. BY LP o STRUCTURES PROVIDED BY SITE CONTRACTOR. a` THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN GRAPHIC SCALE N THE STATE OF CONNECTiCUT" AS ADOPTED BY THE CONNECTICUT DRW. BY SAM rn NOTE: VERIFY ALL UTILITY LOCATIONS IN THE FIELD PRIOR TO ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 26, 1996. START OF ANY WORK (SEE NOTE BELOW). so o 10 20 40 ao N TYPE OF SURVEY: IMPROVEMENT LOCATION SURVEY - RECORD DATE: 3-25-04 C. WARNING: THESE PLANS NOT TO BE USED FOR LOCATION OF UNDERGROUND 01, BOUNDARY DETERMINATION CATEGORY: RESURVEY UTILITIES - CALL BEFORE YOU DIG 1-800-922-4455 TWO WORKING DAYS N CLASS OF ACCURACY: A-2, V-2 BEFORE YOU DIG. ( IN FEET ) SCALE. 1`20' 0 1 inch = 20 it. N `°c' .( SHEET 9 OF 1 , L: H E RFE t L.S. # 9396 MAP NO.209-OZ-1 AB o_ N\F CHURILO N\F CHURILO in a N\F KING N\F KING TIES TO SYSTEM NIP SP #1 55.3' 19.3' - i z �avpNs O 1 59.3' 35.6'SITE 0" NIP 2 52.0' 72.6' - N\F MURRAY Sp, � 3 67.7' 79.3' 500' RADIUS �V� 4 77.1 52.8' N\F CARON �N "WN 5 82.0' 53.2' N\F � N .�� 6 123.8' 81.,V - �F nNAN t� SZUKI =cr3'��. DISCp�NT �� Exist. CB #3 `C� 7 - 20.7' 24.9' SOUTH WINDSOR 2 �� _ _N\F STATE OF CT._ FL=94.9(6" PVC SE - 8 26.6' 21.1' EAST HARTFORD / 9 - 31.7' 21.3' KEY MAP - GRASS SWALE TO BE CONSTRUCTED `\ �► 10 38.9' 24.2' SCALE: 1" = 200' OVER PROPOSED INFILTRATORS \Q / SPK. Z4 MPL. A _ 15.8' 16.4' AS SHOWN. INSTALL 5 LBS OF TALL \ g'�' ELEV. 9S.Z9 FESCUE PER 1000 S.F. \ +� / B - 25.0' 14.0' 3 ROWS HIGH CAPACITY cb INFILTRATORS �°' D - 18.6 26.3' (INSTALLED PER CONTRACTOR) F 79.3' 52.9' SANITARY SYSTEM ELEVATIONS G 79.5' - x 70, USE ROTUNDO STANDARD 52.8 TOP FDN = 100.28 2S• UNITS H-20 LOADING OR S ^ H - 38.7' 21.4' TOP 4 PVC FDN OUT = 97.13 �i PROVED EQUAL!' v" DISTRIBUTION 80X TOP 4" PVC ANG = 97.09 f °• V TOP 4* PVC ANG = 96.35 c A TOP 4 PVC TANK IN = 96.27 TOP 4" PVC 0 FDN = 97.30 TOP 4* PVC ANG© = 97.29 , O TOP 4 PVC GREASE TRAP IN = 96.43 / a S END CEN GREASE TRAP = 97.28 N END CEN GREASE TRAP = 97.31 Stockade Fence TOP 4" PVC OUT = 96.16 O i Enclosure 8' % S P� S \ CO TOP 4" PVC TANK IN = 96.25 O,ha 1 �°, \' \ 6,� N END CEN TANK = 97.12 'S , d 4 100 CO TOP 4" PVC TANK OUT 95.97 ,' �, 9S END CEN TANK 97.14 gks TOP 4" PVC ANG® = 96.01 ` ..` W O TOP 4 PVC IN W = 95.47 p i APPROX. LOCATION ,\F \ \ S `\ / x 0 z TOP 4" PVC OUT N = 95.47 \/ TOP 4" PVC OUT S = 95.47 8' PVC " q F TOP 4" PVC OUT = 95.47 �, TIGHT PIPE o \1Q o / 0 \ • ss Z to TOP 4" PVC ANG = 95.33 A \� O TOP 4 PVC ® GAL 95.22 " GAL = 94.85 ` q�, t \ l CO/ O TOP 4 PVC ANG G TOP 4" PVC ANG G 0 GAL = 94.85 C.O. �QP .� i\ e G� 0 4. 7 /�i \ °� C4 00 TOP END GAL #1 = 95.73 o Q u ,�.o ,oq►- i' h 310 �S' \Q Z a `. TOP END GAL #2 = 95.71 \ / G .�. 2, min p °o , -L• T D AL = 95.26 2 0` 7 i FS Nc, 9g �'�' \ OP EN G TOP END GAL = 95.31 \ _ ' # F o + t• W co O Z TOP END GAL 5 = 95.34 S.B. 1 �'tT S / Q-,,,�. � �\ X 1ox7.� gcFs \ \ �� c 9`�r 0 1 x TOP END GAL #6 - 95.44 \ `� ^ o� / EXIST]NG o \ °b �� o� \ HE20 OAtANNG RF'q \ ® �,'� W z ..ono / R?,. \ �,° �� �A �o x 7s �. A �'�' c� O Y 7 ° F GRIEASELGTRAP 4° \ oa` IN O ctT -20 LOADING \ Q �p c,° \ a°` ,�`? H 8 -2 Handicap Spa f� �� EXISTING �- j 98x9 -� � �. � to EXIST. 4" SCH 40 PVC c°' p° en c°� 9 `0 �'o• ��5 y�P o, Y MANHOLE ELEVATIONS `' 9 TF 96.54 STM D17 5 A q q Fy J �0 ` FL=94.89(8"PVC NW) I� 32. ro TOP OF FRAME \ FINISHED FLOOR o� Existing Building S �"7 �/ 9+7 6 MH #1 98.64 " ELEV.=100.33 9i EXIST LOC 4" h' S� Z Go ,Q g9X Do Sot er 9gx5 / 0,- MH #4 99.10 B.M. o ��,9 Gas PIPES ® BLDG. 10' c�`2 0 g / Meter " MIN QQ PQ g9x / MH 5 99.07 TOP OF I.P. _\ _�9- `� 4 SCH 40 PVC 0 / # F Ro 1/4 /1 MIN. FROM SINKS � 8� 9 ASTM D1785 �& DISH ONLY ELEV. )DO.00 Y SEPTIC TANK OR EQUAL MH #7 99.90 \ A o 0 99 P� `J O Q + Q w 0 MH #8 99.87 o Fin. Floor ,� Op 9 �, golla Elev.=100.29 �� Q' ��• .Z• �`o,�Q' Right Turn �v GREASE TRAPsr. tyP) / '` .r�0�O� Only Sign J SINGLE ROW HIGH CAPACITY Off' G O MH 99.91 ti P � + INFILTRATORS W/STONE p, 9 to y MH #10 99.92 (INSTALLED PER CONTRACTOR) 01 Y.41 � p j 1. 0 Drive r �?'j Roof Drain fs Windo \ 9 (Typ.) g9.. 0 g 7� 9� FINISHED FLOOR 2S / ���0 /QJO o O . \Wood R ' =1 a G� O \\2 High ELEV. 00 27 V^1 A G t0 Q •y E \ O o 1 Goc �F%kph P�O�� QG Z 707 eter �4�v \ J.�vLEGEND �j 0: ��� \ 0� \� + o r' J f� `019 �4�e CHAIN LINK FENCE o Q I.V Z Cc • qqc CL 0� eat S� R�O No Parking WOOD FENCE o � �0O (TyP•) !� Sign Q � „" �\ 6oic LIGHT POLE (,� 0 l SANITARY SYSTEM LOCATED IN FIELD AS SHOWN 11-13-03 100 a Wood Rail F x \ Mail Box qo,�� BIT. CONC. CURB > 0 Hi h \ & _ 99kg Do Not g Enter Sign 5x7 �o^� B 99�9 �'� APPROX. LOCATION ELECTRIC E E Trans. TELEPHONE SERVICE T T 0 �0 Gate GAS SERVICE G G A REFERENCE MADE TO MAP TITLED: \ Right Turn "UTILITY PLAN BETWEEN ROUNDS 19 JOHN FITCH BLVD. / O Only Sign o PREPARED FOR JERKY PUfA SOUTH WINDSOR, CONIC" \ �� o /o� EXISTING SPOT ELEVATION 98x2 o BY MEGSON & HEAGLE C.E. & L.S. GLASTONBURY, CONN. N a. DATE: 3-2-01 REV. 12-1-03 SCALE: 1 =20 °� EXISTING STONE LANDSCAPING wm�__1111 y ` "�� ;. MAP NO. 208-95-1U SHEET 5 OF 6 .� , ; > O�o , 0 N N N n m 3 TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT CA AS NOTED HEREON. THIS SURVEY WAS PREPARED PURSUANT TO THE "' REGULATIONS OF CONNECTICUT STATE AGENCIES SECTION 20-300b-1 LOCATION OF EXISTING UNDERGROUND UTILJTES AND BURIED K. Y: LP o STRUCTURES PROVIDED BY SITE CONTRACTOR. THROUGH 2O-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN GRAPHIC SCALE Z �, THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT NOTE: VERIFY All. UTILITY LOCATIONS IN THE FIELD PRIOR TO DRW. BY. SAM ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 26, 1996. START OF ANY WORK (SEE NOTE BELOW). 20 0 10 20 40 80 U cu TYPE OF SURVEY. IMPROVEMENT LOCATION SURVEY - RECORD CD WARNING: THESE PLANS NOT TO BE USED FOR LOCATION OF UNDERGROUND DATE: 3-25-04 m BOUNDARY DETERMINATION CATEGORY: RESURVEY o o UTILITIES - CALL BEFORE YOU DIG 1-800-922-4455 TWO WORKING DAYS CLASS OF ACCURACY. A--2, V-2 BEFORE YOU DIG. IN SET o SCALE: 1"=20' ° 1: inch = 20 ft. I N _ _ SHEET 1 OF 1 �, JOB. HEA L.S. # 9396 MAP NO.209-02-1AB APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Applic ' ' Jereby: BUILDING DEPARTMENT qpP 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 t 3�aa2I Date ing Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000= $15.00 14 �U ����% 1`I, I-G-r- 6,--y Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT � /lJU��S APPLICANT ADDRESS l �P—AO Fi tC f+ &-, O APPLICANT'S PHONE# Z60—i,7yl — 37-30 - - O* N S F w OWNER /9 fio T-i z* B�.0 0. L �—�- ---- q 4< OWNER ADDRESS SAM t_' - -- - --- U) OWNER PHONE SAM ` = ESTIMATED COST$T$��0 n yn y C L) IS THIS A CONTRACT COST? Yes No FEE ENCLOSED $ l J �f °J � TYPE OF JOB: OR-Co New Installation V 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 ,i rNO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ZrBUSINESS ❑ 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 METHODS j 6 SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? O YES O NO NUMBERS OF LIGHT CIRCUITS�_ NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES 1 NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES 3 NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK ujwc,L-- CONTRACTORS LICENSE NO. 1 . TYPE STATE SIGNATURE OF APPLICANT DATE Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 19 John Fitch Blvd Date: - -O HVAC # Sprinkler# 30458 Estimated Cost $ ODO FINAL APP O ALS — _ - - - Building a G COMPLETE RED BOXED AREAS Permit Fee $ = Occupancy Fee $ l0- Engineering TYPE OR PRINT ONLY I En . Ins . Fee $ A r p Affidavit I SIGN ON REVERSE SIDE � pp . for CO. � g Total Fee $aS+ — TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant .,.es Lc ovation of Work s� �- Lot No. Applican' Address 4 Tel.# g�,1c,— 7—eft) Town t .- Zip <D(�,o 7 3 Lic.# Owner �� c� �� Architect- , ,2V—Ce YY,,? dLA Owner's Address Architect's Address -Soh') ip Zip Sq. Ft. New Area: 1 st FI. _ 2nd A. 3rd FI. Total New Area Purpose of this permio �.t.,C. o �qk 42. City Water❑ Well❑ Septic System❑ Sewer❑ Ins: HO P Cert. Area Basement Garage Approved by Date — Use Group Construction Type Rsvfssd W02 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 ich this building anCO3 uses allowed. Sig d I hereby apply for a Certi to of O panc the dascri in this application for the permit. ig d *��' O NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ----------------------------------------------------------------------------- +*-29340-B 350,800 BO1 FOOTING 01/08/03 JFF A WITH SUPER 5 NO 5 REBARS CONT FOOTING 1BY3 THERMAL BLANKETS B09 OTHER 03/04/03 CJD N/A STOP WORK ORDER ISSUED.CONFIRMED NO SPECIAL INSPNS TO DATE,VERBAL W/FRANK SOUCY,SPCLINSP B09 OTHER 03/04/03 CJD N/A LAST WALL POUR, NO INSPECTION. FTNG. CRACKED AND EFFACED 0 JUNCTION W/EXISTING BLDG.SECORN B02 FOUNDATION 03/14/03 WNB N/A NOT READY,NO ONE ON SITE B09 OTHER 05/16/03 CJD N/A SPOT CHECK SITE-FOUND NO BRACING TO SUPPORT MASONRY WALLS. 241+ HIGH- TOLD FRMN,R&D,BUTLR B09 OTHER 07/07/03 CJD A OK TO SHEETROCK ONE SIDE OF WALL AT SERVICE AREA E03 ROUGH O8/11/03 CJD A W/ EXCEPTION OF EXISTING BLDG P03 ROUGH O8/11/03 CJD D COPPER OK W/AIR TEST, NEED PRESS. TEST ON DWV ABOVE FLOOR B04 INSULATION 09/OS/03 CJD A INSULATION OUTSIDE WALL WEST AND LOADING DOCK AREA OK E02 UNDERGROUND 09/11/03 CJD A CONTRACTOR HAS WARNING TAPE, OK TO BACKFILL AND PLACE, NEEDS GRND ROD AT TRANSFORMER VAUL E02 UNDERGROUND 09/15/03 CJD A SAND WRNG TAPE IN PLACE, OK TO BACKFILL E01 SERVICE 09/22/03 CJD A W/ELECTRICIAN-800 AMP PO4 GAS TEST 12/01/03 CJD A 2" SUPPLY LINE TO SERVICE UNITS B09 OTHER 02/10/04 JFF WITH CONTRACTOR TOM BUTLERAN BOB DEPTULA WENT OVER C OF O REQUIREMENTS B09 OTHER 02/11/04 JFF LEFT CODE SECTION WITH TOM BUTLER ON PROTECTI OF ROOF EQUIPMENT GUARDS B10 FINAL 03/11/04 CJD N/A REVEIWED LIST FOR CO, OK W/FIRE MARSHALL BILL REVEIW W/P&Z,ENGNRG B09 OTHER 04/02/04 CJD N/A MET NEWW CONTRACTOR FOR CLOSE OUT ISSUES B09 OTHER 04/01/04 CJD N/A CLOSED OUT. WORK COMPLETED UNDER PERMIT NO 30458 **-11227-P 26,000 **-18379-E 50,000 **-11794-H 35,000 **-18432-E 1,900 Total Est Value 463,700 j S-0. P6v � l � let3� Electric# /8 3 7 y • Sr'Y3�d4 APPLICATION FOR BUILDING PERMIT Plumbing# .7a Date• i O a L HVAC # 19 John Fitch Blvd Sprinkler# _ _2.9 34.0___ Estimated Cost $ _ _ _ _ _ FINAL APPROVALS - -_-_ _ _ _ _ I g Permit Fee $ Building COMPLETE RED BOXED AREAS En neerin Occupancy Fee $ 10 g Affidavit I TYPE OR PRINT ONLY , Eng. Insp. Fee $ Appr. for CO. SIGN ON REVERSE SIDE j Total Fee $ S��S TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Iho_ &,dler (0r0012 _TnL Location of Work 19 John Fl+c h 61 ycA Lot No. Applicant's Address 11 Lk-'►I k%n c,ipn Ave. Tel.# �W -&b y-4S 8't Town `' T Zip D(oy 1(Q Lic.# m c-o 9 o o ;; cl y Owner - lc Architect 1Ru5S e 11 ± Dry,_� Sin Owner's Address Iq : � u Architect's Address 3io 7Ro beH,5 Sf Z&q -//aC.a Jou-Ih k0I tee- CT' Zp cv) f ast Hurt -ci C r ZpO(. /o Sq.Ft.New Area: 1 st FI. 2nd FI. 3rd A. Total New Area Purpose of this permit re r A vd _ I -f e* -f +nr O c P a i ra c 6c m 01 +,o n c�rC e Y I st,n c hAL a I ez 1 41 ,z t ri d r e trt fee4 i fe rn (m �- 3 0 S City WaterEa- Wello Septic Systems Sewero Ins: HO SP Cert. Area Basement Garage Approved by S(R_. Date 10 U Use Group f=f 3 Construction Type� Rsvissd 6/02 I hereby agree to conform to all the requi nts of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Spector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this build g is to hq located the proper distance from all street lines,side yard lines,and required distances from all other zones and is in this b s use is allowed Signe t� I hereby apply for a Certificate ncy for the c�—es-C�rilxd in thisapplication for the permit. Signed ;�VA ` v DO RITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ----------------------------------------------------------------------------- **-29340-B 350,800 BO1 FOOTING O1/08/03 JFF A WITH SUPER 5 NO 5 REBARS CONT FOOTING 1BY3 THERMAL BLANKETS B09 OTHER 03/04/03 CJD N/A STOP WORK ORDER ISSUED.CONFIRMED NO SPECIAL INSPNS TO DATE,VERBAL W/FRANK SOUCY,SPCLINSP B09 OTHER 03/04/03 CJD N/A LAST WALL POUR, NO INSPECTION. FTNG. CRACKED AND EFFACED 0 JUNCTION W/EXISTING BLDG.SECORN B02 FOUNDATION 03/14/03 WNB N/A NOT READY,NO ONE ON SITE B09 OTHER 05/16/03 CJD N/A SPOT CHECK SITE-FOUND NO BRACING TO SUPPORT MASONRY WALLS. 241+ HIGH- TOLD FRMN,R&D,BUTLR B09 OTHER 07/07/03 CJD A OK TO SHEETROCK ONE SIDE OF WALL AT SERVICE AREA E03 ROUGH 08/11/03 CJD A W/ EXCEPTION OF EXISTING BLDG P03 ROUGH 08/11/03 CJD D COPPER OK W/AIR TEST, NEED PRESS TEST ON DWV ABOVE FLOOR B04 INSULATION 09/05/03 CJD A INSULATION OUTSIDE WALL WEST AND LOADING DOCK AREA OK E02 UNDERGROUND 09/11/03 CJD A CONTRACTOR HAS WARNING TAPE, OK TO BACKFILL AND PLACE, NEEDS GRND ROD AT TRANSFORMER VAUL Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- E02 UNDERGROUND 09/15/03 CJD A SAND WRNG TAPE IN PLACE, OK TO BACKFILL E01 SERVICE 09/22/03 CJD A W/ELECTRICIAN-800 AMP PO4 GAS TEST 12/01/03 CJD A 2" SUPPLY LINE TO SERVICE UNITS B09 OTHER 02/10/04 JFF WITH CONTRACTOR TOM BUTLERAN BOB DEPTULA WENT OVER C OF 0 REQUIREMENTS B09 OTHER 02/11/04 JFF LEFT CODE SECTION WITH TOM BUTLER ON PROTECTI OF ROOF EQUIPMENT GUARDS B10 FINAL 03/11/04 CJD N/A REVEIWED LIST FOR CO, OK W/FIRE MARSHALL BILL REVEIW W/P&Z,ENGNRG B09 OTHER 04/02/04 CJD N/A MET NEWW CONTRACTOR FOR CLOSE OUT ISSUES B09 OTHER 04/01/04 CJD N/A CLOSED OUT. WORK COMPLETED UNDER PERMIT NO 30458 **-11227-P 26,000 **-18379-E 50,000 **-11794-H 35,000 **-18432-E 1,900 SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 19 JOHN FITCH BLVD LOT_# Reviewed By /c ,Pq (Engineering) Date Reviewed p Denied 17 WILLINGTON AVENUE,STAFFORD SPRGS,CT Reviewed By (Pla BP_#-29349 Ph_#_684-4584 Date Review &L/ rov Date Submitted00/00/00 ***** FOR f O As required in the Zoning and/or Subdivison Regulations, no Certificate of �1 Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A V 1. Approved building permit plan 2. Finish grading per approved building permit plan (, 3. Site work; i.e. trees, shrubs, dumpsters, required parking 4. Utility location; a. sanitary sewer/septic system "A b. foundation drain C. electrical & telephone d. water NJFL e. other q-Z-v`4 �-�. 5. � r 6. Appropriate certification 7. Bonding 8. Planning & Zoning/ Inland Wetlands Considerations __� A. Lighting B. Signage Freestanding Wall C. Fee in lieu of Open Space / Sewer Permit No. )JA Pav Exc # 4 , COMMENTS: Tr✓10b—L/Tp Ay" LI/J IP►!J(�,'S1(,.J'k_A -(o Status: i� Cor.p(JiTr pp zD • 1��4f� -To a i IfD ;Ar- RoyF Okii� • `1�rF SAP 'To a E pjsm (rz rA mom of VAat� q u, � �I NS-tt SILT M � r-� r�1 NPPM (OKAY.Q.. O > fer 61 /4+!sue w•�r/P fP ;1lv;s � .A3 J Uh n eu C-A 13 04 Post-it'Fax Note 7671 Date paoof To From ")1" Co)De t. Co. 7�SLZ Phone# Phone# Fax# 3 Fax# MEMORANDUM To: Chris Dougan, Chief Building Official Cc: Marcia Banach, Director of Planning Jeff Folger, Environmental Planner From: Jeffrey B. Doolittle, P.E.,Town Engineer X-12 Date: 4/6/04 RE: 19 John Fitch Boulevard (Between Rounds) The Engineering and Planning divisions have inspected the site and reviewed the as- built plan provided for the Certificate of Occupancy request for Between Rounds located at 19 John Fitch Boulevard. The following items need to be completed as soon as possible in accordance with the approved plans. 1. Signs to be installed. 2. Roof leaders to be tied into underground roof drain pipes. 3. Rip-Rap to be installed in north comer of parking lot 4. Install silt fence around catch basin in north comer of parking lot. The other remaining unfinished items are listed below. These need to be completed before Engineering and Planning can sign off on a Certificate of Occupancy. & Final top course of paving 16: All linestriping. 7, Finish grading, loam&seed. 8. Revised as-built needs to be completed after final paving. Show linestriping (parking spaces traffic control arrows, etc) and signs as well as all other site improvements. 9. A certificate of lighting compliance from a lighting engineer must be submitted. Please call me if you have any questions. 06/09/2004 WED 15:21 FAX 860 644 7280 South Windsor Town Hall 0001 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OR JOB NO. 1832 DESTINATION ADDRESS 96574429 PSWD/SUBADDRESS DESTINATION ID ST. TIME 06/09 15:21 USAGE T 00, 19 PGS. 1 RESULT OR Post-it'Fax Note 7671 Date 4 9 , pa9 s► i ro From Post-it'Fax Note 7671 Data pages#of Z✓1C C Sa OI, To From CoJDept. Co. M SLV1 Phone# Phone s v.+ � MP4130r s t� —&�il xZ4tS Phone# Phone -Z-00l KLtt� Fax# S ,({L4 29 Fax# Fax Nu Zp Fax# ! MEMORANDUM To: Chris Dougan,Chief Building Official Ca Marcia Banach,Director of Planning Jeff Folger, Environmental Planner From: Jeffrey B.Doolittle,P.E.,Town Engineer (�30 Date. 4/6/04 0 RE 19 John Fitch Boulevard(Between Rounds) The Engineering and Planning divisions have inspected the site and reviewed the as- built plan provided for the Certificate of Occupancy request for Between Rounds located at 19 John Fitch Boulevard. The following items need to be completed as soon as possible in accordance with the approved plans. 1. Signs to be installed. 2. Roof leaders to be tied into underground roof drain pipes. 3. -Rip-Rap to be installed in north comer of parking lot A. Install sift fence around catch basin In north comer of parking lot. The other remaining unfinished Items are listed below. These need to be completed before Engineering and Planning can sign off on a Certificate of Occupancy. 6. Final top course of paving fi: All finestriping. 7. Finish grading, loam&seed. i 06/09/2004 WED 15:22 FAX 860 644 7280 South Windsor Town Hall 13001 ********************* *** FAX TX REPORT *** ********************* TRANSMISSION OR JOB NO. 1833 DESTINATION ADDRESS 96593173 PSWD/SUBADDRESS DESTINATION ID ST. TIME 06/09 15:22 USAGE T 00' 35 PGS. 1 RESULT OR i Post4t•Fax Note 7671 Dare O/M ► To �.-J� Fr°mPIN \ o hA I � �* �S� b 3 i / 1 Fax# 06q—31" Fax# MEMOR�I4NDUN( To: Chris Dougan,Chief Building Official Cc: Marcia Banach,Director of Planning Jeff Folger,Environmental Planner From: Jeffrey B.Doolittle.P.E.,Town Engineer (� Date: 4004 v RE: 19 John Fitch Boulevard(Between Rounds) The Engineering and Planning divisions have inspected the site and reviewed the as- built plan provided for the Certificate of Occupancy request for Between Rounds located at 19 John Fitch Boulevard. The fallowing items need to be completed as soon as possible in accordance with the approved plans. 1. Signs to be installed. 2 Roof leaders to be tied into under6rourid roof drain pipes. 3. Rip-Rap to be Installed in north comer of parking lot A. Install silt fence around catch basin In north comer of parting lot. The other remaining unfinished items are listed below. These need to be completed before Engineering and Planning can sign off on a Certificate of Occupancy. 6. Final top course of paving 6: All Cnestriping. 7. Finish grading,loam&seed. --------�lf��--� -----� ------- .sue/��►a��.�r�`°°�- ----j -- -- - ��62�i--- -- - -- --- -- p t("c e- N F u u4 S- <OwN s�� H y Y Town V/ S-0-tdA VA O y 1540 SULLIVAN AVENUE • SOUTH WINDSOR• CONN. 06074 OR-co AREA CODE 8601644-2511 April 6,2004 Hearthstone Homes,LLC 47 Peppermill Road South Glastonbury, CT 06073 RE: Temporary Certificate of Occupancy—Building Permit No.30458 This letter represents approval by the South Windsor Building Department on_your request for a temporary certificate of occupancy,dated April 6,2004. The following conditions apply: 1) Per Boca National Building Code, '96,Section 119.2,a temporary certificate shall be issued before completion of the entire work covered by the permit, provided that such portion or portions shall be occupied safely prior to.full completion of the structure without endangering life or public welfare. a) those portions considered covered by this certificate are the production and office areas and exclude the use of the retail/assembly area. 2) Occupancy permitted to continue during the work shall be discontinued within 30 days after completion of the work unless a certificate of occupancy is issued by the code official. 3) Satisfactory completion of items listed and submitted to the general contractor from the Building,Engineering and Zoning Departments,including but not limited to signage,roof top guards,wheel stops or bollards and revised site plans. Please call me with any questions regarding this notice at 860-644-2511 ext.232. Sinf,erely, Christophe J.Doug-an Chief Building Official CJD/saw Cc: Marcia Banach,Director of Planning JeffDoolittle,•Town Engineer Jerry Puiia;Owner,Between Rounds FAX COVER SHEET TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT 06074-2786 Tele hone # 860 644-2511 FAX # 860 644-7280 DATE / Io`/ PLEASE DELIVER THE FOLLOWING PAGES TO: NAME -T- A COMPANY g FAX # 657— 3/3 3 FROM: NAME Te /b TITLE x Lys MESSAGE: J,n rr C.D, )e lY Ile •'►x v. eleec/ w�+,('11 d rd �3 A-P o a sG1r c'�.•�c v4i� c.��o/�h,s 41t.Y, y 1 mot., A) .-,y c� 10 h e co-Y,P k Ar If you did not receive all 2. pages (including the cover), or if you have any questions, please call 644-2511 as soon as possible. 04/05/2004 MON 15:38 FAX 860 644 7280 South Windsor Town Hall 0001 ********************* *** FAX TB REPORT *** ********************* TRANSMISSION OR JOB NO. 1383 DESTINATION ADDRESS 96593173 PSWD/SUBADDRESS DESTINATION ID ST. TIME 04/05 15:37 USAGE T 00' 55 PGS. 2 RESULT OR FAX COVER SHEET TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONNECTICUT 06074-2786 Tele hone# 860 644-2511 FAX# 860 644-7280 DATE PLEASE DELIVER THE FOLLOWING PAGES TO: NAME .Ta A f COMPANY 4&.,rASi-b 'e— FAX 317 3 FROM: NAME TITLE ;0 zg6- MESSAGE: n r4yCla'-s' Wi�. lenF+n'is/Y� e"-s ks fed l yze ,C,,ti cf * n2ea 4 &0�1 e d PSAP e r a f6A. ...c �co.�o�fi.s Kt.�•. S 1�•c.. 0� FROM :BETWEEN ROUNDS VERNON FAX NO. :8608701115 Sep. 14 2004 09:29AM P2 Sep. Q, 10!!4 5:41PM LIGHTING SYSTEMS, INC. Lighting Systems, Inc. 600 North Mountain Road Newington, CT 06111 09-09-04 To:Between Ro mds 191 Fitch Blvd S.Windsor,CT 06074 Ann:Jerry PouHa Re:Lighting Cerdfication jefrY. I am writing to verify that I coed the photometric study which wart to South Windsor pl=inz and=tin;for Approval.I have visited the site and the Visionaire jwlting fudim that you purchased through Eleatriaal Wholesalers and installed a=full cd of�Deck Sky approved and have an MS type III light dik*utiom They are the correct 175 watt Metal I; E&I=p so=* .with a 14,mounthAgheight, Please oontact me if you have any further quesdoae at(860)666-1549 extmWon 232. Sincerely, Timothy R.Gorman v �a �II FROM :BETWEEN ROUNDS VERNON FAX NO. :BGM701115 Mar. 31 2004 11:22AM P1 L/00-86 L ol r,14�--1 FROM :BETWEEN ROUNDS UERNON FAX NO. :8608701115 Mar. 31 2004 11:22AN P2 710 lfA�Y /E v17 :�7-� ov rl a HEARTHSTONE HOMES LLC 47 Papermill Road 17 J v n t, F A c A South Glastonbury, CT 06073 Phone(860)6574257 Fax (860)659-3173 OP"' 3 O yO DATE: 4/6/04 Islogy TO: CHRIS DUGAN �I pp BUILDING OFFICIAL, SOUTH WINDSOR South Windsor FROM: HEARTHSTONE HOMES LLC BUILDING DEPARTMENT GERRY VITTI RE: BETWEEN ROUNDS PAGES: 1 PLEASE ISSUE A TEMPORARY (30 DAY) CO FOR THE REFERENCE FACILITY. WE HAVE RECEIVED JEFF DOLITTLES LIST OF ITEMS REQUIRED FOR THE TEMP. THESE WILL BE COMPLETED NO LATER THAN 4/14/04. YOUR COOPERATION IS GREATLY APPRECIATED. THANK YOU, GERRY VITTI DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# / TOWN OF SOUTH WINDSOR Applicati 047 � � SS` - BUILDING DEPARTMENT CAPPRO 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# .0 3 o ys� Date Bu' ing Inspector Application must be printed or typed Location of Job: FEE SCHEDULE /�7*— J!7/ R�� $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ��t/r0 �VtS�Gf /�IfL1i✓ / 'G7n� APPLICANT ADDRESS ,d /�,0.5'a-,7e- e-T-- - 4b0 7y APPLICANT PHONE# O W N St OWNER-44 OWNER ADDRESS -1'2F A44/ 5A ty l•vDsr)e- r E, OWNER PHONE O C ESTIMATED COST$ /. 6Z5a• �rse'TL .� IS THIS A CONTRACT COST? _Yes _No 0-0 FEE ENCLOSED$ p451 f/V�S 0 TYPE OF J �R-C New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? YES ❑NO ❑ SIDENTIAL jj USINESS CURRENT USE AND OCCUPANCY / GCS, c ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY �� S leg f- ❑EDUCATIONAL ❑ INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. STATE / SIGNATURE OF APPLICANT`S DATE DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR y3a BUILDING DEPARTMENT �PRO — 1540 SULLIVAN AVENUE V3 J/� 644-2511 ext. 230 Bldg.Permit cd# to Building inspector Application must be printed or typed FEE SCHEDULE Location o Job: 61,$0E -$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt. No. APPLICANT t ' l 1 l/ CON M1�1 C , APPLICANT ADDRESS O6 C f6w1w� =f d APPLICANT PHONE# C 0 SOW p St OWNER (b %1 c i�vi ,O OWNER ADDRESS fl i C O . OWNER PHONE b o o1,q - a 3 3 C ESTIMATED COST$ IS THIS A CONTRACT COST? _X Yes _No FEE ENCLOSED$ JV, 6a TYPE OF JOB: R C XNew Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION?JX YES 0 NO 91 BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS ❑NUXED USE CITY STATE ZIP (Other Please specify) TYPE OF INSTALLATION/VVEMG METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? O YES ❑NO NUMBER 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 -Lns-�Al\ [ �, yo)ce THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 1 1�3 9 � �13 -T ! C TT CONTRACTORS LICENSE NO. j� TYPE. STATED 7� SIGNATURE OF APPLICANT �� 1 " DATE 0 y� DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# AD G 644-2511 ext. 230 e2 �3 YO e Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: /`7 LG"*1 Fi T�f/BL yD $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT /�Dg TE /AV& oi,TsLi g-i o d S G APPLICANT ADDRESS SS!Z APPLICANT PHONE# 3�;l Z`7.S`7 ^ C e I I oZ SO 0W N $f,q OWNER (I/ LA/4�Efi�/ .�-U-i.�/DS 2 /`7 IyHM &1—V12JrLol-G OWNER ADDRESS 7&/ eEZ v12. S'oc.i 1! Gc��, 0 OWNER PHONE ESTIMATED COST$ IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ So?Sr °) TYPE OF JOB: l��SOR.CO�� New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ;S HEATING ❑RESIDENTIAL Jd A/C XCOMMERCIAL $VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC 0 WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE O- 5Y OF INSIDEV- 7S- OF DIFFERENCE 7.7-vR-°F TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&/IODEL NO.) i�2r.�A,�i f�f,+�.EAlrl /ZGv;'�a�4 EC.►�.:c./Jytt-rrr Gil3! `��•2G o� Gll+ r.5 GROSS HEATING CAPACITY(INPUT—BTUH) NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑OIL—GPM OIL TANK LOCATION:❑INSIDE❑OUTSIDE CAPACITY ❑GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNEC 1CUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. SS/38���9dZ S - / G CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLIC L�,V-/`� �' DATE 7 - -2a - 0 j Shirley Wilhelm - Part.001 Page 1 I I <DIV>Hi Shirley, Can you tell me if the Butler Group was working onsite without the proper permits from when they broke ground to getting there first permit? I'm just trying to establish a pattern that the contractor was avoiding certain items out of convenience. I will keep you posted on the situation.Thanks Much, Kenm<BR><BR><B><I>Shirley Wilhelm &It;wilhel@southwindsor.org></I></B>wrote: <BLOCKQUOTE class=replbq style="BORDER-LEFT:#1010ff 2px solid; MARGIN-LEFT: 5px; PADDING- LEFT: 5px">Hi Ken,<BR><BR>Sorry it took me so long to get back to you. I've been out the past two weeks.<BR><BR>Anyway,<BR><BR>The Building Permit was approved on December 10, 2002<BR>First inspection for footings January 8,2003<BR>Last inspection so far,for gas pipe December 1,2003<BR><BR>Shirtey<BR><BR>>>> Kenneth Jeski <KENNETH.JESKI@SNET.NET>12/31/03 09:21AM >>><BR>Hello, We would like to know if the General Contractor for this project started work on this jobsite without the proper permits being in place. We would also like to know if the Butler Group has requested a inspection for the CO or TCO . Please let me know asap.Thank you<BR></BLOCKQUOTE></DIV> i i Shirley Wilhelm-Between Rounds Page 1 From: Kenneth Jeski<kenneth.jeski@snet.net> To: <wilhel@southWndsor.org> Date: 12/31/03 9:22AM Subject: Between Rounds Hello,We would like to know if the General Contractor for this project started work on this jobsite without the proper permits being in place.We would also like to know if the Butler Group has requested a inspection for the CO or TCO Please let me know asap.Thank you d1c,�Ii P 6 Y Chris Dougan-Betweens Rounds/19 John Fitch Blvd Page 1 j From: Kenneth Jeski<kenneth.jeski@snet.net> To: <dougan@southwindsor.org> Date: 12/12/03 1:20PM Subject: Betweens Rounds/19 John Fitch Blvd Good Afternoon, I was a contractor on this project in Town. I just had a question , could you tell me who handled the asbestos abatement on the project?Could you also tell me if this work or any other work on this sight took place prior to the General Contractor getting his proper permits inline?My company Commercial Storefront Services is one of many that have pending litigation going against the contractor. This is my reason for asking.What ever you could do to help I would appreciate.Thank You Much, Ken now lot uG uascdtp tnao Zo3- 1b7-5979 p.2 CERTIFICATE OF COMPLETION November 14,2002 Titan Services Inc. 950 Sullivan Avenue South Windsor, CT 06074 RE: Asbestos Abatement at 19 John Fitch Blvd., South Windsor CT 06074 Please be advised that the asbestos material at the above address has been removed in compliance with the terms of the inspection report dated 10-30-02. The building is cleared for demolition. The work was completed in a manner that was compliant to the laws and regulations as set forth by both the U.S.E.PA and the State of Connecticut Department of Health and Addiction Services; Asbestos Division. Also adhered to, were the OSHA regulatory work practices as weR as the National Emission Standards for Hazardous Air Pollutants (NESHAPS). The material is to be hauled to an EPA approved landfill for asbestos waste by U.S.A. Hauling& Recycling Inc. 184 Municipal Rd.Waterbury CT. Thank you for calling upon ENCO to assist with your environmental concerns. ff we may be of any further help,with this. or any other matter. do not hesitate to call. Respectfully yours, Lou Robichaud Manager PA0V,IAJu 2 CIE , . Q �Qw t N NEC W j4 693 l' 4V Q 1'So ' 7 I IP O � , w (n Q N Q GRAut L- A Dol-TIoN�L- L I \oP Q � (i PAer,INi, GQAss EY aw �• ~ y I 1 ttl -Z & Y CZ,7 - - - - a H5f N �-lovsE N WbRK AQfs/l � I ZO•�i W W 4 7 (� � I� bCtAco SS �j7.8 v j — IP .- s 39-34 LIO IP co j PAu�D co sZ v.C.Y r•. •l.i� f 2tw' t3�•'a=T�i�N. �t-cG►-� g v� � g 1-• i i - 1:� J_F_ O Q � .b� Z�a1'iiai�t� ` rs. SGUT�\ pjL7�Jh1� . -.........ter...._,.�«.....-.,....., _ �(�onFQ�✓ DF r� ICOL � YI}It,DVG�1v ET AL �� � �7 �aNN rITCH �l.vUi •• l1`, .�ovTH u)I,vOso4� �Z' LUCEK ENGINEERING ASSOC. INC. NO. REVISIONS DATE i, — - --- - SCALE I = 9� DATE CONSULTING ENGINEERS _ 490 SUCKLAND ROAD -- DRAWN GW1 CHECKEDA61 SOUTH WINDSOR. CONN, 20364t OSSO PROJECT 9 I SHEET p C l I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE; ;PREP/��ED IN CCORDANCE WITH THE STANDARDS OF A CLASS �_ SURVEY AS FINED.. JN. �TF{� ES G "CODE OF PRACTICE FOR :STANDARDS OF ACCURACY OF SURVED18 19,1' ADOPTED Y THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. ;�� / •t --t J�aav� APR 0 8 1991 South Windsor BUILDING DEPARTMENT TO THE BURRING DEPT. Toilv!d "is certified that this plan and lip, Oopies of the proposed building or ._ greeted At together with amendments stated in flied with plan and 1 agree to comp), 'Building and state laws and such ordrs .a ,.sued by the Building Department during p•.- P�rt�G of lhls application and flMl ksuanee of a 1 �G wrrnitl /J1 g (rhis plan is approved subject to the cantlit ion I: $1 orders and ordinances regulating building shall OOmphed with. Q,onditlonallr AppranVA These filed with �uU61ng In>epectgr q,.,l: fll,t�� Md 19oQ1 6V?MCATION OF ZONING COMPLIANCE Proposed building(s), use(s) and/or structure(s) 5^ee as shown on this plan appear(sl to be in conformance with current South Windsor / regulations. Variances and. special exceptions c may apply. oaft o Ing Enforcement Off;,-er RUSSELL SPECIAL INSPECTION MEMO No. 1 &DAWSON I FILE: 02.034 ARCHITECTURE PROJECT: Between Rounds & ENGINEERING PAGE: 1 OF 1 South Windsor, CT DATE: 12/30/02 TIME: 1:30 PM WEATHER: Clear/Sunny ITEM: FOUNDATION EXCAVATION INSPECTOR: Robert M. Dawson, III LOCATION: O SITE 1. Purpose of inspection: to observe construction progress. Present at the site was Donald Lewandosky, site supervisor for Butler Construction. 2. The contractor has satisfactorily excavated the southerly half of the footings for the new building addition. He is continuing to dig and anticipates completing the entire excavation today. 3. Soil bearing for the proposed footings appears excellent. 4. A layer of black organic fill and root structure was uncovered in the top 12-18 inches of the excavation. This material was removed. Another 12-20 inches of red, sandy gravel,well mixed and clean,was uncovered and at approximately the elevation of the bottom of wall footings,yellow clean, well compacted sand was observed. 5. Materials Testing Lab has taken proctor samples of the various fill material and will take at least 1 compaction test of any areas that have controlled,compacted fill material under the footings. 6. The contractor's schedule is to complete excavation.and pour footings as soon as possible and follow up with foundation wall installation. cc: John Collins, Building Official Jerry Puiia,Between Rounds John Butler,The Butler Group File 02.034/SPIN1 Shirley Wilhelm-CRS Approval Confirmation: Request.No.273784 Page 1 From: <clpsvc@nu.com> To: <WILHEL@SOUTHWINDSOR.ORG> Date: 9/23/03 8:27AM Subject: CRS Approval Confirmation: Request No.273784 Your approval of the following CRS Request has been successfully processed. CRS Work Request M 273784 House No: 19 Lot No: Street Name: JOHN FITCH BLVD Town Name: SOUTH WINDSOR, CT Inspector: JOHN COLLINS Approval Date: Sep 23, 2003 Page 1 of 8 • STRUCTURAL Statement of Special Inspections ENGINEERS COALITION CONNECTICUr ENGINEERS IN PRIVATE PRACTICE Project: Between Rounds Location: 19 John Fitch Boulevard, South Windsor, CT Owner. 19 John Fitch Boulevard II, LLC Owner's Address: South Windsor, CT Architect of Record: Russell & Dawson, 330 Roberts Street, East Hartford, Cr 06108 Structural Engineer of Record: Robert M. Dawson, III This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection requirements of the BOCA National Building Code. It includes a Schedule of Special Inspection Services applicable to this project as well as the name of the Special Inspector and the identity of other approved agencies intended to be retained for conducting these inspections. The Special Inspector shall keep records of all inspections and shall furnish inspection reports to the Building Official, Structural Engineer and Architect of Record. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected,the discrepancies shall be brought to the attention of the Building Official, Structural Engineer and Architect of Record. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Building Official,Ownet,Structural Engineer and Architect of Record. A Final Report of Special Inspections documenting completion of all required Special Inspections and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency. As required. or❑ per attached schedule. Prepared by. Robert M. Dawson, III P.E. � (type or print name) l � 9z ignature Date Design Professional Seal Owner's Authorization: Building Official's Acceptance: iL Signature Date Signature Date SEC/CT Form 101 Statement of Special Inspections • OSEC/CT 1999 Sheet 2 of 8 Project: Between Rounds, south Windsor, CT Schedule of Special Inspection Services The following sheets comprise the required schedule of special inspections for this project. The construction divisions which require special inspections for this project are as follows: Soils and Foundations ❑ Cold-Formed Steel Framing Cast-in-Place Concrete ❑ Spray Fire Resistant Material [] Precast Concrete ❑ Wood Construction ® Masonry ❑ Uedor Insulation and Finish System ® Structural Steel ❑ Special Cases Inspection Agents Firm Address 1. Special Inspector 330 Roberts Street Robert M. Dawson, III P.E Russell & Dawson East Hartford, CT 06108 2. Testing Laboratory 871 Stafford Road Frank Soucy Materials Testing, Inc. Eagleville, CT 06268 3. Testing Laboratory 4. Other Note: The qualifications of all personnel performing Special Inspection activities are subject to the approval of the Building Official. The inspection and testing agent shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested.Any conflict of interest must be disclosed to the Building Official,prior to commencing work. The credentials of all Inspectors and testing technicians shall be provided if requested. It is recommended that the person administering the Special Inspections program be a Professional Engineer e)perienced in the design of buildings. Key for Minimum Qualifications of Inspection Agents where indicated on Schedules) PE Professional Engineer EIT Engineering in Training ACI American Concrete Institute Certified Concrete Feld Testing Technician AWS American Welding Society Certified Welding Inspector ASNT I American Society of Non-Destructive Testing-Level II or III Qualifications of inspection agents may be indicated on the Schedule in instances where the Structural Engineer deems such requirements are appropriate. SEC/CT Form 101 9 Statement of Special Inspections • OSEC/CT 1999 Schedule of Special Inspection Services Sheet 3 of 8 Soils and Foundations Project: Between Rounds, south Windsor, Cr Item Agent No. Scope (Qualif.) 1. Shallow Foundations 1 Visual Observation 2.Controlled Structural Fill A. Fill Material Reference Test material for conformance to the con- struction documents. Perform laboratory test BOCA 1996 to determine optimum water content and max. Section 1705.7 dry density. Z B. Installation of Controlled Structural Fill Verify that the site has been prepared in accordance with the construction documents. Verify that the material used and the lift thickness complies with the construction dots C. Density of Fill Perform field density tests of the in-place 3. Deep Foundations ti=at the approved requency, Eo verity in-place dry density conforms to the construc docs. 4. Other Pier Foundations Verify Seismic requirements Reference BOCA 1996 Section 1610.1.7 SEC/CT Form 101 Statement of Special Inspections • OSECICT 1999 Schedule of Special Inspection Services Sheet 4 of a Cast-in-Place Concrete Project: Between Rounds, south windsor, cT Item Agent No. Scope (Qualif.) 1. MixDesign 1 Submittal Review. 2. Material Certification 1 3. Reinforcement Installation Reference each pour BOCA 1996 1/2 Visual Observation, Section 1705.4.2 4. Post-Tensioning Operations 5. Batching Plant 6. Formwork Geometry 1 Visual Observation 7. Concrete Placement 1 Visual Observation 8. Evaluation of Concrete Strength 2 Cylinder Tests Reference BOCA 1996 9. Curing and Protection 1 Visual Observation 10. Other SEC/CT Form 101 9 Statement of Special Inspections • ®SEC/CT 1999 - Schedule of Special Inspection Services Sheet 5 of 8 Masonry Project: Between Rounds, South Windsor, Cr Item Agent No. Scope (Qualif.) 1. Material Certification 1 Submittal Review I 2. Mbdng of Mortar and Grout Incl. per 1705.5 3. Installation of Masonry Visual Observation 1 100% frequency of days worked 4. Reinforcement Installation 1 Visual Observation i 100% frequency of days worked 5. GroutingOperations Incl. per 1705.5 I 6. Weather Protection 1 Visual Observation Cover new work each day 7. Evaluation of Masonry Strength 8. Anchors and Ties 1 Visual Observation 9. Other SEClCT Form 101 • Statement of Special Inspections • OSEC/CT 1999 Schedule of Special Inspection Services Sheet 6 of 8 Structural Steel Project: Between Rounds. South Windsor, CT Item Agent No. Scope (Qualif.) 1. Fabricator Certification/ Quality Control Procedures Reference BOCA 1996 1 Review of Submittals Section 1705.3.2 2. Material Certification Reference BOCA 1996 1 Review of Submittals Section 1705.3.2 3. Open Web Steel Joists Reference BOCA 1996 1 Review of Submittals Section 1705.3.2 4. Bolting Reference BOCA 1996 2 Visual Inspection & Testing Section 1705.3.3.1 5. Welding Reference BOCA 1996 2 Visual Inspection & Testing Section 1705.3.3.2 6. Shear Connectors N/A 7. Structural Details N/A 8. Metal Deck Reference BOCA 1996 2 Visual Inspection Section 1705.3.3.2 9. Other NA SECICT Form 101 • Statement of Special Inspections @SEC/CT 1999 I .► y�Ac.t 15�� It► = 1C� y�.l�-rS i n% OZw cE i I c� Z Q •��E cOhN vJ ; Irk �n � &A 2 no w �. P L Fr ?nor, AsS I• Q: w 4 q J v- 10 tJ o '� �. ►z cA Q � (J 2 ' 4 to � �, �•I----- o ,�� � a UPI (� a 20•6 �{et)5E N , L d RSt A Qr. . J - - IsRFA- 4a10 O w T ` 6QASS iN �FF.s 4 5 � 7 I� �nrr�N 31.g 4 u Q: IP k I I — --I98•0e> IF -•- S 3`�-34 �� VV --rg>V a V ITC vA V�LVv - e.ey0TF 5 I I I . I t zbti(� G C �(1•ot�EQ"t✓ DF �'1 ICOI. /j 'y1:�r�pUG1�11� ET Al. I•I° +`7'v►4A.>, I tTCN P>LuI'U SeVTH t-4.)►A)V %OQ, C•-X- � LUCEK ENGIN •ER1NG ASSOC. INC. N0. REVISIONS DATE SCALE I" 11� DALE 31t�`�l CONSULTING ENGINEERS 490 BUCKLAND ROAD - -•- ---•-- DRAWN Cw1 CHECKED�h' SOUTH WINDSOR. CONN. -•-•--- — 203-6440550 - -- -- -- — ' — PROJECTCJj(xj' SHEET lap ( I HEREBY CERTIFY THAT THIS MAP AND SURVEY WERE REPAqREP IN CORDANCE WITH THE STANDARDS OF A CLASS �_ SURVEY :AS FINED.I• N..I EXISTI IG "CODE OF PRACTICE FOR STANDARDS OF ACCURACY OF SURVE � l3/ ,r ADOPTED Y THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. ` i r mv JUL .191991 South Windsor BUILDING DEPARTMENT r-1 z.,, al;l1iRG cFi. certifled that tgis Plan and 4y. :r•e of the Proposed building ut -cted at ,RPther with � e 8 mendm�nts atatt-d in il,d with Plan and I apre, to comply ❑lldtny and state law% and sut;h order;1•.und t+Y the iiuildlnM Y this apph 'I'mcatlon an final armtt. n E Lin Ott rovorL„•rt •'f �rdlnanL,s rr Kula pn8 LW' bi �..n,'tln,nuny AVpt Dyed _J9379 LCtcTIFICATION OF ZONING COMPLIAPvC« ?roposed building(s), use(s) and/or structut-c(.,, as shown on this plan appeor(s) to be i :onformance with current Sautlj Wind-,: egulations. Variances and special exc®ptiohs may apply.,/ Iu Date Q-,� `/1- j�gRtng EnjorQement Of t(Ggr. Page 7 of 8 STRUCTURAL Final Report of Special Inspections ENGINEERS COALITION CONNECTICUT ENGINEERS IN PRIVATE PRACTICE I Project Between Rounds Location: 19 John Fitch Boulevard, South Windsor, CT Owner: 19 John Fitch Boulevard II, LLC Owner's Address: South Wier, CT Architect of Record: Russell & Dawson, 330 Roberts street, EAst Hartford, CT 06108 Structural Engineer of Record: Robert M. Dawson, III P.E. To the best of my information, knowledge and belief, the Special Inspections required for this project, and itemized in the Statement of Special Inspections submitted for permit, have been performed and 'all discovered discrepancies have been reported and resolved other than the following: Comments: (Attach continuation sheets if required to complete the description of corrections) Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Respectfully submitted, Special Inspector (Type or print name) Signature Date Design Professional Seal SEC/CT Form 102 Final Report of Special Inspections @SEC/CT 1999 Page 1 of 8 STRUCTURAL Statement of Special Inspections ENGINEERS COALITION CONNECTICUr ENGINEERS IN PRIVATE PRACTICE , Project: Between Rounds Location: 19 John Fitch Boulevard, South Windsor, CT Owner. 19 John Fitch Boulevard II, LLC Owner's Address: South Windsor, CT Architect of Record: Russell & Dawson, 330 Roberts Street, East Bartforc3, CT 06108 Structural Engineer of Record: Robert M. Dawson, III This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the Special Inspection requirements of the BOCA National Building Code. It includes a Schedule of Special Inspection Services applicable to this project as well as the name of the Special Inspector and the identity of other approved agencies intended to be retained for conducting these inspections. The Special Inspector shall keep records of all inspections and shall furnish inspection reports to the Building Official, Structural Engineer and Architect of Record. Discovered discrepancies shall be brought to the immediate attention of the Contractor for correction. If such discrepancies are not corrected.the discrepancies shall be brought to the attention of the Budding Official, Structural Engineer and Architect of Record. The Special Inspection program does not relieve the Contractor of his or her responsibilities. Interim reports shall be submitted to the Budding Official,Ownet,Structural Engineer and Architect of Record. A Final Report of Special inspections documenting completion of all required Special Inspections and correction of any discrepancies noted in the inspections shall be submitted prior to issuance of a Certificate of Use and Occupancy. Job site safety and means and methods of construction are solely the responsibility of the Contractor. Interim Report Frequency. As required. or❑ per attached schedule. Prepared by. Robert M. Dawson, III P.E. (type or print name) `1� W` ignature Date Design Professional Seal Owner's Authorization: Building Official's Acceptance: 10,,:, 1 xve I- Signature Date Signature Date SEC/CT Form 101 • Statement of Special Inspections • OSEC/CT 1999 Sheet 2 of 8 Project: Between Rounds, south windsor, CT Schedule of Special Inspection Services The following sheets comprise the required schedule of special inspections for this project. The construction divisions which require special inspections for this project are as follows: ( Soils and Foundations ❑ Cold-Formed Steel Framing Cast-in-Place Concrete ❑ Spray Fire Resistant Material Precast Concrete ❑ Wood Construction ® Masonry ❑ E;,derior Insulation and Finish System ® Structural Steel ❑ Special Cases Inspection Agents Firm Address I. Special Inspector 330 Roberts Street Robert M. Dawson, III P.E Russell & Dawson East Hartford, CT 06108 2. Testing Laboratory 871 Stafford Road Frank Soucy Materials Testing, Inc. Eagleville, CT 06268 3. Testing Laboratory 4. Other Note: The qualifications of all personnel performing Special Inspection activities are subject to the approval of the Building Official. The inspection and testing agent shall be engaged by the Owner or the Owner's Agent, and not by the Contractor or Subcontractor whose work is to be inspected or tested.Any conflict of interest must be disclosed to the Building Official,prior to commencing work. The credentials of all Inspectors and testing technicians shall be provided if requested. It is recommended that the person administering the Special Inspections program be a Professional Engineer e)perienced in the design of buildings. Key for Minimum Qualifications of Inspection A ents where indicated on Schedules) PE Professional Engineer EIT Engineering in Training ACI American Concrete Institute Certified Concrete Field Testing Technician AWS American Welding Society Certified Welding Inspector ASNT American Society of Non-Destructive Testing-Level II or III Qualifications of inspection agents may be indicated on the Schedule in instances where the Structural Engineer deems such requirements are appropriate. SEC/CT Form 101 • Statement of Special Inspections . GSEC/CT 1999 Schedule of Special Inspection Services Sheet 3 of 8 Soils and Foundations Project: Between Rounds, south windsor, cr Item Agent No. Scope (Qualif.) 1. Shallow Foundations 1 Visual Observation 2.Controlled Structural Fill A. Fill Material Reference Test material for conformance to the con- struction documents. Perform laboratory test BOCA 1996 to determine optimum water content and max. Section 1705.7 dry density. Z B. Installation of Controlled Structural Fill Verify that the site has been prepared in accordance with the construction documents. Verify that the material used and the lift thickness complies with the construction docs C. Density of Fill Perform field density tests of the in-place 3. Deep Foundations 11=5t the approved trequency, to verity a in-place dry density conforms to the construe does. 4. Other Pier Foundations Verify Seismic requirements Reference BOCA 1996 Section 1610.1.7 SEC/CT Form 101 Statement of Special Inspections • QSEC/CT 1999 Schedule of Special Inspection Services Sheet 4 of a Cast-In-Place Concrete Project: Between Rounds, South windsor, Cr Item Agent No. Scope (Qualif.) 1. Mix Design 1 Submittal Review. 2. Material Certification 1 3. Reinforcement Installation Reference each BOCA 1996 1/2 Visual Observation, Pour Section 1705.4.2 4. Post-Tensioning Operations 5. Batching Plant 6. Formwork Geometry 1 Visual Observation 7. Concrete Placement 1 Visual Observation 8. Evaluation of Concrete Strength 2 Cylinder Tests Reference BOCA 1996 9. Curing and Protection 1 Visual Observation 10. Other SEClCT Form 101 Statement of Special Inspections • OSEC/CT 1999 Schedule of Special Inspection Services Sheet 5 of a Masonry Project: Between Rounds, south Windsor, Cr Item Agent No. Scope (Qualif.) 1. Material Certification 1 Submittal Review 2. Mbdng of Mortar and Grout Incl. per 1705.5 3. Installation of Masonry Visual Observation 1 1 100% frequency of days worked 4. Reinforcement Installation 1 Visual Observation 100% frequency of days worked 5. Grouting Operations Incl. per 1705.5 6. Weather Protection 1 Visual Observation Cover new work each day 7. Evaluation of Masonry Strength 8. Anchors and Ties 1 Visual Observation 9. Other SEC/CT Form 101 • Statement of Special Inspections • OSEC/CT 1999 Schedule of Special Inspection Services Sheet 6 of g Structural Steel Project: Between Roundst South Windsor. Cr Item Agent No. Scope (Qualif.) 1. Fabricator Certification/ Quality Control Procedures Reference BOCA 1996 1 Review of Submittals Section 1705.3.2 2. Material Certification Reference BOCA 1996 1 Review of Submittals Section 1705.3.2 3. Open Web Steel Joists Reference BOCA 1996 1 Review of Submittals Section 1705.3.2 4. Bolting Reference BOCA 1996 2 Visual Inspection & Testing Section 1705.3.3.1 5. Welding Reference BOCA 1996 2 Visual Inspection & Testing Section 1705.3.3.2 6. Shear Connectors N/A 7. Structural Details N/A 8. Metal Deck Reference BOCA 1996 2 Visual Inspection Section 1705.3.3.2 9. Other NA SEC/CT Form 101 • Statement of Special Inspections OSEC/CT 1999 Page 7 of 8 STRUCTURAL Final Rep ort t of Special Inspections ENGINEERS p p p COALITION CONNECTICUT ENGINEERS IN PRIVATE PRACTICE Project: Between Rounds Location: 19 John Fitch Boulevard, South Windsor, Cr Owner 19 John Fitch Boulevard II, LLC Owner's Address: South windsor, CT Architect of Record: Russell & Dawson, 330 Roberts Street, EAst Hartford, CT 06108 Structural Engineer of Record: Robert M. Dawson, III P.E. To the best of my information, knowledge and belief, the Special Inspections required for this project, and itemized in the Statement of Special Inspections submitted for permit, have been performed and 'all discovered discrepancies have been reported and resolved other than the following: Comments: (Attach continuation sheets if required to complete the description of corrections.) Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Respectfully submitted, Special Inspector (Type or print name) Signature Date Design Professional Seal SEC/CT Form 102 • Final Report of Special Inspections ©SECICT 1999 %JL.t lauumv ul OptAittlt IflupquUVl1 001 VIVt7K JimaL U IJi U References 1. ACI 318-95. Budding Coda Requirements for Structural Concrete,Chapter 3. 2. ACI 318-95, Budding Code Requirements for Structural Concrete. § 7.4, 7.5, 7.0 and 7.7. 3. ACI 318-95, Building Code Requirements for Structural Cuncrete, § 18.18. 4. ACI 318.95, Building Code Requirements for Structural Concrete, Chapter 4 and§5.2. 5.3. 5.4 and 5.8. 5. ACI 318-95. Building Code Requirements for Structural Concrete, § 5.9 and 5.10. 0. ACI 318-95. Building Code Requirements for Structural Concrete, § 5.6. 7. ACI 318-95. Budding Code Requirements for Structural Concrete. §5.11. S.12 and 5.13. 8. ACI 630.1 /ASCE 6/TMS 602-95. Speclllcallons for Masonry Structures. 5 2.3. 9. ACI 630.1 /ASCE 8/TMS 802-96, Speclllcellons for Masonry Structures. § 2.0. 10. ACI 530.1 /ASCE 6/TMS 602-95. Speclncellons for Masonry Structures, §3.2. 11. ACI 530/ASCE 5/TMS 402-95, Building Code Requirements for Masonry Structures. Chopler 8. 12. ACI 630.1 /ASCE 6/TMS 602-95, Speclllcatlons for Masonry Structures. § 3.6. 13. ACI 530.1 /ASCE e/TMS 602-95, Speclncatlons for Masonry Structures, § 1.8. 14. ACI 630.1 /ASCE 6/TMS 602-95, Speclncatlons for Masonry Structures, § 1.4. 15. ACI 630/ASCE 5/TMS 402-95. Building Code Requirements for Meson Structures. 4.2 and 6.14. Masonry § 16. AISC ASD-89. Speclncat/on for Structural Steel Buildings-Allowable Stress Design and Plastic Design, § A3.4 and A3,8. 17. AISC LRFD-93, Load and Resistance Factor Design Speclncellon for Structural Steel Buildings, §A3.3 and A3.5. 18. ASTM AS-95c. Speclncadon for General Requlrerr;pnis for Rolled Steel Plates, Shapes, Sheet Plling, and Bars for Structural Use. 19. ASTM A608-95. SpeclOcatlon for Steel Sheet. Carbon and High-Strength. Low-Alloy, Hot-Rolled end Cold Rolled. General Requirements For. 20. RC9C-85(88). Speclncat/on for Structural Joints Using A325 or A490 Bolls, § U. 21. AWS D1.1 -92. Structural Welding Code-Steel. § 0. 22. AWS D1.1 -92, Structural Welding Code-Steel, § 7.8. 01 39tid =Xti3 0 i bL eo!uOA:p I 89:00 10, 90/90 b£d'oN 3111 Copy tC'N" Sf1 Town O-P SardA Vz�� o � _ 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �tiosoQ.0033 AREA CODE 860/644-2511 April 6,2004 Hearthstone Homes,LLC 47 Peppermill Road South Glastonbury, CT 06073 RE: Temporary Certificate of Occupancy—Building Permit No.30458 This letter represents approval by the South Windsor Building Department on.your request for a temporary certificate of occupancy,dated April 6,2004. The following conditions apply: 1) Per Boca National Building Code, 196,Section 118.2,a temporary certificate shall be issued before completion of the entire work covered by the permit, provided that such portion or portions shall be occupied safely prior to full completion of the structure without endangering life or public welfare. a) those portions considered covered by this certificate are the production and office areas and exclude the use of the retail/assembly area. 2) Occupancy permitted to continue during the work shall be discontinued within 30 days after completion of the work unless a certificate of occupancy is issued by the code official. 3) Satisfactory completion of items listed and submitted to the general contractor from the Building,Engineering and Zoning Departments,including but not limited to signage,roof top guards,wheel stops or bollards and revised site plans. Please call me with any questions regarding this notice at 860-644-2511 ext.232. Sin ely, Christophe J.Dougan Chief Building Official CJD/saw Cc: Marcia Banach,Director of Planning Jeff Doolittle,Town Engineer Jerry Puiia; Owner,Between Rounds MEMORANDUM To: Chris Dougan, Chief Building Official Cc: Marcia Banach, Director of Planning Jeff Folger, Environmental Planner From: Jeffrey B. Doolittle, P.E.,Town Engineer -19 Date: 4/6/04 RE: 19 John Fitch Boulevard (Between Rounds) The Engineering and Planning divisions have inspected the site and reviewed the as- built plan provided for the Certificate of Occupancy request for Between Rounds located at 19 John Fitch Boulevard. The following items need to be completed as soon as possible in accordance with the approved plans. 1. Signs to be installed. 2. Roof leaders to be tied into underground roof drain pipes. 3. Rip-Rap to be installed in north comer of parking lot 4. Install silt fence around catch basin in north comer of parking lot. The other remaining unfinished items are listed below. These need to be completed before Engineering and Planning can sign off on a Certificate of Occupancy. 5. Final top course of paving 6. All linestriping. 7. Finish grading, loam&seed. 8. Revised as-built needs to be completed after final paving. Show linestriping arkin spaces I and i well as all site (parking p traffic contra arrows, etc) n signs as a other � improvements. 9. A certificate of lighting compliance from a lighting engineer must be submitted. Please call me if you have any questions. ` APPLICATION FOR PERMANENT SIGN PERMIT Z,ningApproval: 19 John Fitch Blvd Ref.kl 'L v Est. Cost: $ 3 Final Inspec s: No. 30259 Permit Fee: $ " 5 Buildi — Approved:CA, Zonin 3 l ny Electric Per # ApplicantBusiness Name j3eTi.,eetv Address j R —4- 1.,�• , Phone Location of Sign I ' tr, / -4 l lG I rv6— Zone 67C— TYPE of SIGN Wall or❑ Free-standing New or❑ ReplaceMe t Illuminated?KYes No j 9�i'2!i«ski<�T�f�y 6 �.*-,r,�.�s�� � Proposed Sign Size (square feet)?/ N Ign Heig t No. of Existing signs on site Free-standing Wall Description of sign materials and lighting: Cr rva' �t' Lai,, E2e"w /t T7�' ATTACH DIAGRAM OF SIGN INCLUDING I have read, understand and agree to )ide by the South Windsor Zoning Regulations, Signs. DIMENSIONS Applicant - Date Property Owner ./� *-� Date i lb ,5 VOLTARc E 1'-Yl X 1'-1 :X4,,-Dj7'kINTT0=A AREA OFSIGN 4FT. ry CORRUGATED xr CORRUGATED METAL PANEL ' p CHANNEL LETTER SIGN METAL PANEL P AREA OF SIGN 71.386 SO. FT. In N (' R f41 tJ SURFACE MTD. 30'DIA. X 4' D LOGO GN AREA OF SIGN EA. 4 9087 SO FT. FRONTAGE 86' - 9' 1 " SURFACE MTD. 30' DIA. X 4'D LOGO SIGN AREA OF 5GN EA. 4.9087 SO. FT. Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 19 John Fitch I Date: I�TG�— HVAC # Sprinkler# -___-�9-3 D 8 - - FINAL APP O ALS - - Estimated Cost $ 3 aoo Buildij -- --- _- - -- Permit Fee $ Engineering �� C COMPLETE RED BOXED AREAS Occupancy Fee $ g TYPE OR PRINT ONLY En I Fee $ Affidavit for CO. j ► SIGN ON REVERSE SIDE g Insp.p� en i 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 �G�' z-;;,- Co Tjn c Location of Work ' L Lot No. Applicant's Address 5/ /Cj Su:{e / Tel.# so 75".5 9 Town We,,) 14V12en Zip Lic.# Owner f i �� Architect /�✓� X /p2-o "Aft A ' Owner's Address Architect's Address Zip GT:' Zip 6-0"10,9 Sq. Ft. New Area: 1st FI. Z�' Znd FI._, 3rd FI. Total New Area Purpose of this permit '&2�'h►. hlvun dS City Water❑ / Well❑ Septic System❑ Sewer❑ Ins: HO SP Cert. ✓ Area Basement Garage Approved by lCp— Date II 4 ' Use Group Construction Type Revised 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and is allowed. Signed__ - ---"/ I hereby apply for a Certificate of Occupancy for the wort(described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- •'�-29306-B 3,000 BO1 FOOTING O1/09/03 CJD N/A PORTION ON FTGS POURED,?'S ON REBAR CNTR. SEC P02 UNDERGROUND 04/16/03 CJD A 10' HEAD, GREASE LINE AND SANITARY OK B10 FINAL 04/16/03 CJD A CLOSED OUT. 1 APPLICATION FOR PERMANENT SIGN PERMIT Zoning Approval: a 19 John Fitch Blvd. Est. Cost: $ io,no c) Date:�j Permit Fee:$__i so•V o Final Ins a ions: Sign Permit#13 0 0 0 219 g Approved: Building Zoning Electrical Permit#� ��3� Applicant:_ EQ0C-Ek) 200P0 S Business Name: Tlf6 06LL .S'jop ippDo' co, Applicant Address:/c/ _3 0110 C 1 TC_I-1 ]a Lo Phone: F&'-' -,X/ $'7 Address cf Proposed Sign(s): _ _SA M L _ Zone: TYPE of SIGN: ❑Wall or[Free-standing Z New or❑ Replacement Illuminated? ❑ No [ Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft):�Sign Height: Sq Ft of Existing signs on site: Free-standing: G Wall: 8C Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): Description of sign materials and lighting:_ �1' A i TIV—tt �� ATTACH DIAGRAM OF SIGN i ha,�e read, understand and agree to abide by the South Windsor Zoning Regulations, Signs. INCLUDING DIMENSIONS Applicant: OC UkAO Date: 13 I AND MAP WITH SIGN LOCATION Property Olt: k l Tv kI —,'I`C)l 6L('17 L L. C 6 j/t 5j , 50-1 ROPa PTY Date: �_ 306uq l i39:J_•:R. L U. i G � a U �, 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 soa-co TELEPHONE(860) 644-2511 April 5,2013 CERTIFIED #7011 1570 0000 63361977 Mr. Joseph Puiia Between Rounds 19 John Fitch Blvd. South Windsor, CT 06074 RE: Appl. 2768-13—Between Rounds Dear Mr. Puiia: At the meeting of the South Windsor Zoning Board of Appeals held on April 4, 2013,the Board approved, with conditions, your request for a variance to Section 6.5.8I.3 to allow a free standing sign 16 feet in height (12 feet allowed), on property located at 19 John Fitch Blvd., GC zone. The Board determined the condition to be that the variance granted in 1995 for application #2297-95 be considered null and void as to the height of the sign only. It is replaced by the variance granted for#2768-13. The Board concluded the hardship to be: the 45 foot setback required by the State of CT, which could potentially block view of the sign by trees from both southbound and northbound traffic. Any new building, or alteration/additions to existing buildings, requires a building permit. i These actions are effective upon your filing the eneloSed form in the-Ttrwn Clerl`fs Offi:,e•- - at your own expense. Very truly yours, ("UMM." / j Thomas Berstene Chairperson Zoning Board of Appeals TB/dt cc: Building Department JOB#: ITEM MANUFACTURING 5 3• Bodo adoMex Sub Other: 5'-6' RO INSTALLATIONITEM �•f ado BadoMex Sub Other. f Tt ITEM A-MANUFACTURE&INSTALL pd (1)D/F ILLUMINATED SIGN . Sign Area: 45 SO FT led N 5 . NOTESGENERAL Field Survey Required SANDWICHBAKERY- 1 1 SIGN Rolon s PTM 561 DK GREEN H using standard vin s- colors can only be n Trim cap:PTM 561 DK GREEN to match'as close as possible' 7-T Face BJG:WHITE PLEX W/DIGITAL PRINIT &'will not be an exact match for all e FACE MUST BE OPAQUE; I COPY ONLY COPY&LOGO TO LfGNT ALL FACES© INCLUDING ARROW —T TO BE DIGITAL PRINT POLES Polo: 4' i Polo Cover. i AREA OF CIRCLE 1 5$' { FAB'D ALUM;PTM PMS 1225 LT YELLOW �� iAPPROXIMATE &PMS 561 GREEN �` �� VVARROW 0 . ALL COLORS ARE FOR REPRESENTATION ONLY. -- SEE ACTUAL SAMPLES FOR COLOR MATCH. -------- SIGN `. DISPOSITION ` 16.8 SF 6-8��. ❑Store for Barb ❑leave p Sib ❑D4ose ---- ❑Store for Cesmmer ❑Charp" ❑WA f----4. SF ---` ---` ------' ROADSIDE MANUFACTURING INFORMATION TOTAL: 45 SF ILL. Non-ILL 1marW ®SaclAk Drain Halos:QY N Face Mat PLEX Th: 3/16• —ROADSIDE 1 Date Conmrmnt Returns Mat ALUM Th:.040 Depth: 5• 720 RAISE HT T016'&WIDTH IN PROPORTION;REMOVE T&' Back Mat Mill®Lana Th:.063 ADD PILL Myles,Sae: 1' Y Mew: 9/5 FLIP ARROW;GREEN PORTION ITEM A.(1)D/F ILLUMINATED SIGN TO BE TOWARDS BLDG; UL Sticker Loci®Top •=1'-0' OPPOSITE SIDE PILL 1 OPY WXERY•SANDWIC ar LED Mmfacbrer. SLOAN SCALE:3/8 OPTION 1 J I _ �Q, CAFE;PER AB LET LOGO BE Lf S. r Job�°1°` BETWEEN ROUNDS BAGELS Rows d LED: Footage: �O Power Supply. Mamdactorer: Cireaib Sae Red mber� RGB Design: Date: Location: 19 John Fitch Blvd. SOUTH WINDSOR,CT. Amp length Ca Sae: 16.25`X 36.75' ME-0 Sees: Date: I G N S Voltage: Cheat SmH Cant Remote Raewvay Wirewry �O W.Thiobmss Matroc Design: ' Date: '' ' Dray. LT POLE COVER U E Stub Sam Pixel Sae• Estimating: Dom: landlord: BARD JS158 Greeley St,Hudson,NH 0305 Nobs: Stub Lerglh Ls,T Station Engineering: Date: 4l10/12 (1iO3)112-2631 Fax(6-03)t12-761 as Illmn emn Standard ® W.Thiebm:s Comm- DC RF Cell o �iTHE O��* flu 6 : : Date: ws�vorawanwnnewtsma�eatrmsnsaeswsaswarasonxaasew Between Rounds Bagels 12049466 9-7 Hgt Depth: Bss�' 's:tadw to be' aogdeeee PLATE W L Th _ wirhtlrn�ie�rtaind"nsonsoe M aster M ve production: Date: ws�sasasmwnr�amreaaswu�ouarwruususeeo•sanrrare NomadAeeaicCedeaadh"'Iraei�,Iedbia GUSSETS W L TM �Omewrr■elr.+ee.rs. M- w �q B- 12-04-9466 Material: ALUM 7WlechesyreyerPn�aiBaffe.ieeeFN,s;, es,provided: Y N hutaRation Date: REyS SHEET: 1A l; gaty— 99,ec) Ln 4� r I -- � g- Cr..K•/ � � �- .rJG so I rn roar+ x„ st� -L K � 1 d3 cm '' may) �3g:T1 -'--- -f-r:••t.. - -•�.- i= rf t) rI T x s'! OPOSFD r �3111L.1)I!!C J l �L J .p x 1 h \ z 1 xm CO 100x5 r.r 9,91