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HomeMy WebLinkAbout1739 ELLINGTON RD p M D APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 PERMIT NUMBER: DEPARTMENT DECISION APPLICATION IS HEREBY: KavC Z APPROVED: BLDG.PERMIT NUMBER: s.3 .tg � 1 �y►� DATE INSPECTOR LOCATION OF WORK: 7 91-L-lfJ(tl7)/J APPLICANT: OWNER: TYPE OF STRUCTURE: /►may' I J ��� 1 �y ❑NEW BUILDING NAME: �I l�I I� yVv w L NAME:TQW ��Jl�,'' 4�6s. ADDITION PHONE NUMBER:51&-2,5 ' ''gJ(O� PHONE NUMBER: Q¢ Z��. STING BUILDING AD SS: O ADDRESS: TYPE OF USE: ' ❑RESIDENTIAL ?d COMMERCIAL PLUMBING INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: NO.OF TOILETS: STYLE: NO.OF BATHTUBS: ' r`, a. ` a NO.OF SHOWERS: NO.OF LAVATORIES: J NO.OF CATCH BASINS: NO.OF FLOOR DRAINS: ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY WINDOW? OYES oNO ESTIMATED COST: S SIZE OF WINDOW: SITE OF DUCTS: SEWER OR SEPTIC TANK: FEE ENCLOSED:S SIZE OF WATER PIPING AND RISER: fly l WATER HEATER: TYPE MANUFACTURER FEE SCHEDULE:$18 PER S1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFO CE OF SUCH WORK. CONTRACTORS LICENSE NO.: Z TYPE: STATE: C/ SIGNATURE OF APPLICANT: f2- DATE: .S �► 00461 ie� et� a APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 PERMIT NUMBER: DEPARTMENT DECISION APPLICATION IS HEREBY: /20G/3:3 APPROVED: BLDG.PERMIT NUMBER: �d o DATE INSPECTOR LOCATION OF WORK: APPLICANT: OWNER: TYPE OF STRUCTURE: ,Q. 0- a;►'► 1so r5I�C- �/� ❑NEW BUII.DING ( NAME: n A I Iy� (�4 IA 1(� NAME: S� d- S�� ft� ❑ADDITION PHONE NUMBER: 0-6 -/O 4 O PHONE NUMBER: �- q/ kOUSTING BUILDING ADDRESS: l b /7 t4 r r F S o w s (1 ADDRESS: /2 3 / ,• TYPE OF USE: 11❑RESIDENTIAL ACOMIvIERCIAL ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: rrFCAA 0 U�� a p v\ F F,o<:t �:tip SIZE OF SERVICE: In f U C c r H. 5,L`f 4 1 e-'r 1 &M s SIZE OF MAIN SERVICE: D W p Z NUMBER OF METERS: NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S ����i ��•O NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S 41 O s-o NUMBER OF A/C CIRCUITS: ;* J�Z-S FEE SCHEDULE:SIS PER$1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS S1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: of S q 9 2 TYPE: _ STATE: SIGNATURE OF APPLICANT: �1 DATE: `� 2 c � APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 PERMIT NUMBER: DEPARTMENT DECISION APPLICATION IS HEREBY: I�DO APPROVED: BLDG.PERMIT NUMBER: 1e ;bi,1 �'7U( �tS DATE I INSPECTOR LOCATION OF WORK: N *� V ry i 1 APPLICANT: OWNER: TYPE OF STRUCTURE: f (J ❑NEW BUILDING NAME: rfi o� V (e(-T/t I NAME: I` k. ❑ADDITION PHONE NUMBER: p 0 ^)�S o- ���r PHONE NUMBER: EXISTING BUILDING ADDRESS: 3 Oee(1h/f U 9" ADDRESS: � W�w�S� Cr TYPE OF USE: .Sy✓T o RESIDENTIAL o COMMERCIAL it ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: -;nj LL 2`� �I � h7 S i (.e) SIZE OF SERVICE: V! I Vl�/ 2 ►3 f} fi7 R v�-VA /%/�✓� SIZE OF MAIN SERVICE: NUMBER OF METERS: NUMBER OF PANELS: cJ 1� Z1 v I Ce i L NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:$ O O NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:$ NUMBER OF A/C CIRCUITS: FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS$1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: 7 I TYPE: STATE: C-r- SIGNATURE OF APPLICANT: �r� DATE: l/ OV 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 ~�sOR tONfi TELEPHONE(860) 644-2511 April 5,2018 Raven Lopez CGD Capitol Contracting Corp. 506 South 91 Ave. Mount Vernon, NY 10550 Subject: Plan Review,Stop&Shop—1739 Ellington Rd.,South Windsor,CT 06074 Dear Ms. Lopez, On March 27,2018 this office received the plan review application and food service plan for the above referenced retail food establishment. The plan is approved with the following conditions:: 1. No smoking signs are needed at entrances to building. 2. Choking poster is to be posted in an area visible to employees. 3. Handwash procedure signs are to be posted at each hand sink. Please contact this department to schedule the required pre-operational inspections. If you have any questions or require additional information,please give me a call at 860-337-6182. Sincerely, On Heather Oatis, REHS/RS Environmental Health Officer CC:Town of South Windsor Building Department S tti APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 PERMIT NUMBER: DEPARTMENT DECISION APPLICATION IS HEREBY: g 0 o C, APPROVED: BLDG.PERMIT NUMBER: 18�6� DATE INSPECTOR LOCATION OF WORK: !73q /�U�f/GTD YV a V Ca PC (?S IIAI I T-f pi i6vo APPLICANT: OWNER: TYPE OF STRUCTURE: o NEW BUILDING NAME: re-,),L) NAME: ❑ADDITION PHONE NUMBER 2 o 3 - 3.5 SS—751)2- PHONE NUMBER: 1,L�STING BUILDING ADDRESS: 161 S- Vh A l✓V 91— ADDRESS: - - TYPE OF USE: 6e,106-Fpcq- , CT ❑RESIDENTIAL k,"OM ERCL4L ii - L— -1 ELECTRICAL INFORMATION: n FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: f1 L'LIIL►4 1 1� 00-11-rT A✓V o 194 1 N4 SIZE OF SERVICE: /�1V (!/�4'{ (= JQ V U 14`PM R gCI4/V SIZE OF MAIN SERVICE: ItVS7'w U-Ey) 1 rV PRAE•S 09,j 1 6 0 NUMBER OF METERS: Q 19 u iL [W S 14 E NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S 6 o NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S `L•O NUMBER OF A/C CIRCUITS: 23) FEE SCHEDULE:S18 PER$1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS$1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONN�E-CTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.:[ /- L (v Z TYPE: [ STATE: CT SIGNATURE OF APPLICANT: DATE: APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# LIDate! pplica ' ere BUILDING DEPARTMENT 1140 o7�(P 1540 SULLIVAN AVENUE 644-2511 ext. 230Bldg.Permit# ding Inspector Application must be printed or typed FEE SCHEDULE / Location of Job: $0-$1,000=$15.00 oA.� /ect- Over$1,000= Street No. V Street Lot No. $15.00 per$1,000 S D P-t- S or any fraction thereof Tenant Designation Apt.No. APPLICANT R i&1 a ��o c o c/s/� ►--1 c �-41 2 Y�/�C Q S`(-1'1 . APPLICANT ADDRESS APPLICANT'S PHONE# ao3 ✓�6 o2v20 OWNER ',OWN S F4< OWNER ADDRESS Ce' f OWNER PHONE # ESTIMATED COST$ CJ IS THIS A CONTRACT COST? XYes No FEE ENCLOSED$ to 3 TYPE OF JOB: '-f2-71 S0 •Co New Installation terati Addition/Repair 2wLtao9q 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 ' _N0 ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A IC CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK o:2x 172 —,A xr;2 �f- /y2 --.2x 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 /hZ S7Z"4; .d!!E:— / CT CONTRACTORS LICENSE TYPE STATE SIGNATURE OFAPPLICAN — �..�� G� ��DATE INSPECTION FIELD SHEET 06/18/13 Printed by Peart, Dayshell 09 52 12 INSPECTION: 50537 FOOTING PERMIT: STATUS: APPLICATION: 201200970 LOC: 1739 ELLINGTON ROAD SOUTH WINDSOR PROPERTY ID: 30301739 OWNER: TOWN CENTER OF SOUTH WINDSOR LLC CONTRACTOR: REQUEST BY PROJ DESC: INTERIOR REMODEL AND DECOR UPGRADE FOR STOP & SHOP STORES WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY SCHEDULED: COMPLETED 06/12/13 UNPAID FEES 00 Date Time MILEAGE 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS INSPECTED INSPECTOR RESULT INSP DESCRIPTION 06/12/13 ROSE N/A B002 FOUNDATION 06/12/13 ROSE N/A B003 FRAMING (ROUGH) 06/12/13 ROSE N/A B004 INSULATION O1/17/13 DOUG PASS BO10 FINAL BOB CURLY @ 1-203-415-6240 CALL BEFORE GOING. 06/12/13 ROSE N/A E001 ELECTRIC SERVICE 06/12/13 ROSE N/A E002 ELECTRIC UNDERGROUND 09/18/12 DOUG PASS E003 ELECTRIC ROUGH PERRY @ 774-696-7046 floral shop area O1/17/13 SUMM N/A F005 FM PENETRATIONS/SEPERATIOPI O1/17/13 SUMM N/A F010 FM ABOVE CEILING O1/17/13 SUMM PASS F015 FM FIRE ALARM TEST 02/04/13 SUMM PASS F025 FM EMERGENCY/EXIT LIGHTING 02/04/13 SUMM PASS F035 FM EXITS 02/04/13 SUMM PASS F040 CO -FIRE MARSHAL INSPECTION 06/12/13 ROSE N/A H002 HVAC UNDERGROUND 06/12/13 ROSE N/A H003 HVAC ROUGH 09/14/12 DOUG PASS P002 PLUMBING UNDERGROUND BOB @ 203-640-2571 10/26/12 DOUG PASS P002 PLUMBING UNDERGROUND BOB @ 203-640-2571mid store units,gravitydrns,clnouts,conden INSPECTION FIELD SHEET 06/18/13 Printed by Peart, Dayshell 09 52 12 11/28/12 DOUG PASS P002 PLUMBING UNDERGROUND BOB @ 203-640-2571 11/28/12 DOUG PASS P002 PLUMBING UNDERGROUND BOB @ 203-640-2571 RENOV. FOR FREEZERS, SINKS 09/19/12 DOUG PASS P003 PLUMBING ROUGH 06/12/13 ROSE N/A P003 PLUMBING ROUGH 11/28/12 DOUG PASS P004 PLUMBING GAS TEST FOR ROTISSERE APPLIANCE, OK 06/12/13 ROSE N/A S003 SPRINKLER ROUGH 06/12/13 ROSE N/A S005 HYDRO TEST 06/12/13 FOLG PASS Z003 CO PLANNING INSPECTION VIOLATIONS: DATE STATUS DEPT VIOLATIONS 03/04/09 OPEN 1430 TEMPSIGNS Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 1739 Ellington Road l: HVAC# 12000467 Date: Sprinkler# Estimated Cost FINAL APPROVALS Permit Fee $ 5,a SO Building COMPLETE RED BOXED AREAS Occupancy Fee $ 1� Engineering TYPE OR PRINT ONLY Eng. Insp.Fee $ Affidavit Poo- ON REVERSE SIDE t Appr.forCO - - Total Fee $ 51 0(06 TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ I` ,,27 The undersigned hereby applies to do work according to the following: Applicant J91C. Location of Work ih Lot No. Applicant's Address 1-41 44ve, Tel # �J ' Town / W Zip OCV73 Lic.# Owner Architect O /' Owner's Address Architect's Address / Zip 0�1 Zip 0N.T Sq. Ft.New Area: 1 st FI. 2nd FI. 3rd FI. Tota New Area Purpose of this permit O* I� City Water❑ Well ❑ Septic System ❑ Sewer 0 c�b/a61�70 Ins: HO SP Cert. Area Basement Garage Approved by Date--24�/Z Use Group Construction Type g� 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 proaer distance m all street lines,side yard lines,and required distances from all other zones and is located;in?w *;s buil and its us allowed. Signed I hereby apply for a Certificate of Occu r the work ribed i applicati for the permit. Signed DO NOT WRI BELOW THIS LINE INSPECTION COMMENTS Or to Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 1739 Ellington Road H VAC# 110 a Date: Sprinkler# FINAL APPROVALS Estimated Cost $ ZS,Oec� Permit Fee $ 8aG Building _ COMPLETE RED BOXED AREAS Occupancy Fee $ io Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit Poo- SIGN ON REVERSE SIDE A Total Fee $ 3,65 Appr.forCO. TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ (0109 The undersigned hereby applies to do work according to the following: Applicant Location of Work A-1 Lot No. Applicant's Add r s 2 3y No*'th s♦ Tel # '3§4�� Town Zip n t q?S—`ZX'ILic.# (V% [L9t7- S 1 Owner !G j-o.e + Architect 071;z VC c i4,'t IPC Owner's Address g 'EA\U••rt Q,Q Architect's Address 4C �o t a,- rb L-o-Ne Ssvk-1% 4"• -bSOj ` - Zip 4 kco u. F-e.►k . C'fi Zip c� Sq. Ft. New Area: 1 st Ff. 2nd FI. 3rd FI. Total New Area Purpose of this permit •.0 1.�aw o. t1.1 . City Water❑ Well J Septic System ❑ Sewer❑ Ins: HO SP Area Basement Garage Approved by ate �'-1 Use Group Construction Type Revised 1108 '+ r 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 loca in which this buildin nd its use is allowed. Signed I hereby apply for a Certificate f Occupancy for th scribed in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 06/19/13 Printed by Peart, Dayshell 08 35 28 INSPECTION: 44955 FOOTING PERMIT: STATUS: APPLICATION: 201101492 LOC: 1739 ELLINGTON ROAD SOUTH WINDSOR PROPERTY ID: 30301739 OWNER: TOWN CENTER OF SOUTH WINDSOR LLC CONTRACTOR: REQUEST BY: PROJ DESC: INSTALL NEW OFFICE SPACE WITHIN STOP AND SHOP. WORK ORDER: INSPECTOR: DOUG RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 02/17/12 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS INSPECTED INSPECTOR RESULT INSP DESCRIPTION 02/17/12 ROSE N/A B002 FOUNDATION O1/25/12 DOUG PASS B003 FRAMING (ROUGH) 02/17/12 ROSE N/A B004 INSULATION 02/07/12 DOUG PASS BO10 FINAL JOHN @ 617-594-3331 02/17/12 ROSE N/A E001 ELECTRIC SERVICE 02/17/12 ROSE N/A E002 ELECTRIC UNDERGROUND O1/25/12 DOUG PASS E003 ELECTRIC ROUGH ANDY @ 860-883-1391 02/21/12 SUMM N/A F005 FM PENETRATIONS/SEPERATION 02/21/12 SUMM N/A FO10 FM ABOVE CEILING 02/21/12 SUMM N/A F015 FM FIRE ALARM TEST 02/21/12 SUMM N/A F025 FM EMERGENCY/EXIT LIGHTING 02/21/12 SUMM PASS F035 FM EXITS 02/21/12 SUMM PASS F040 CO -FIRE MARSHAL INSPECTION 02/17/12 ROSE N/A H002 HVAC UNDERGROUND 02/17/12 ROSE N/A H003 HVAC ROUGH 02/17/12 ROSE N/A P002 PLUMBING UNDERGROUND 02/17/12 ROSE N/A P003 PLUMBING ROUGH 02/17/12 ROSE N/A P004 PLUMBING GAS TEST 02/17/12 ROSE N/A S003 SPRINKLER ROUGH INSPECTION FIELD SHEET 06/19/13 Printed by Peart, Dayshell 08 35 28 02/17/12 ROSE N/A S005 HYDRO TEST 02/17/12 FOLG PASS Z003 CO PLANNING INSPECTION VIOLATIONS DATE STATUS DEPT VIOLATIONS 03/04/09 OPEN 1430 TEMPSIGNS APPLICATION FOR PERMANENT SIGN PERMIT 1739 Ellington Road Zoni p iroval: Est. Cost. S Z.-��-�, 1000045 Permit Fee: S Ref. No. Approved. Final Inspections _ I Electric # Building �► �a Zoning ' Applicant Name M'bjn SL t C, hJ i F P Address OMlM MA 01101. M Phone `f� 3- 7:3 2- cf ri s Location of Sign 1 -7.3`f E1/,7'5:tV n eeo,ct Zone See_ c-tt--,LA e,i Skei cAes Sign Size (square feet) _ Sign Height # of signs on site: /Free-standing 7 Wall TYPE of SIGN: 01iWall orE!fFree-standing ❑ New or placement Illuminated? D-<es []"'No(Pcj/o.,) Description of sign materials and lighting: A ATTACH S DIAGRAM OF -- SIGN INCLUDING DIMENSIONS I have read, understa d and agree to abide by the South Windsor Zoning Regulations, Signs. SIGNATURE G` ,�Cp 6t Date TOWN OF SOUTH WINDSOR � 1540 Sullivan Avenue net+ South Mqi'Sor, Connecticut 06071 02/05/2010 FRI 7:41 FAX 210 349 2464 ERCC OFFICE 0 001/001 APPLICATION'FOR PERMANENT SIGN PERMIT Zoni p roval: Est Cost: S_�S 6 'w - I —/V Permit Fee: $ Ref. N0' Approved: Final Inspections: Electric # Building Zoning AGNOLI SIG M0IN11 Applicant Name 722 W+ oa% A GGPV�'` �o R .57vp -- 5 Hv P 4. Address Nt"MA IH40 Phone `f!3-73 Z- 1,-7 1 I Location of Sign 113g E71/145' V rt koe-c� Zone Sign Size(square feet) Sign Height #of signs on site:_/_Free-standing -!-Wall TYPE of SIGN: all or eree-standing ❑New or Replacement Illuminated?�s [a"No(py�o�) Description of sign materials and lighting: ATTACH DIAGRAM OF .S t SIGN IJ INCLUDING DIMENSIONS I have read, under74e-t4- d and agree//to abide by the South Windsor Zoning Regulations,Signs. SIGNATU E l�L. I Date ,U TOVJN OF SOUTH WINDSOR Sullivan Avenue South Windsor, Connecticut,06074 llb" Cyr Town Center of South Windsor, LU c/o RSK-Kellco,Inc. Tel:860-644-8761 1644-8140 1744 Ellington Road Fax:860-644-5650 South Windsor,CT 06074 E-mail:rsksw@aol.com February 10,2010 l-zistina Moreau Agnoli Sign Company 722 Worthington Street P.O.Box 1055 Springfield,MA 01101-1055 Re: Stop& Shop Supermarket#699, South Windsor, CT 06074 i ! Dear Christina: x Enclosed is the signed application for changing the signage arthe Stop& Shop, 1739 f Ellington Rd., South Windsor,CT. As indicated in your letter,the drivet will be repaired and repainted back to its original s condition following this work. If you need any further information,please feel free to contact me. k Sincerely, 1 KMy Ke11Pitruz o KKP:sep Enc. I s Todays Concept for Business and Retail i DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPR VE 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Ins for Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 F!Te! Desij' Street Lot No. Over$1,000= Q S-/t,p $15.00 per$1,000 d74-,-e or any fraction thereof nation Apt. No. APPLICANT /`• yC'✓/t?�h 2 APPLICANT ADDRESS / �rC. J Y— Gt/d��`, �J L,c� C' ©h `1 > 3 APPLICANT PHONE# p3 6 y0 O W N S F OWNER ,q C OWNER ADDRESS OWNER PHONE C ESTIMATED COST$ /per , oOrJ IS THIS A CONTRACT COST? XYes No o � FEE ENCLOSED$ r� TYPE OF JOB: G �SO R C0 —New Installation O Og76 �teration/Addition/Repair Revised 4/01H2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A El RESIDENTIAL BUILDING PERMIT APPLICATION? BYES ElNO Z BUSINESS ❑ASSEMBLY CURRENT USE AND OCCUPANCY Sf!w e SA 0� ❑MERCANTILE ❑ EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS 0 ❑MIXED USE CITY—f—v-,y'-A STATE / ZIP (Other please specify) TYPE OF INSTALLATION eo,,p%.n j 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/R�IPTION OF WORK/ /�F,•,a�c�1//e (r c,l hP ✓/ /y•-I.� Q h T w / ✓/r(�� r t c � 4[ ��iP✓/ f �� J �VGC c ivy. Cv 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. Da?0/013 /��,✓`,h C T CONTRACTORS LICENSE NO. TY STATE SIGNATURE OF APPLICANT /( DATE APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Ap BUILDING DEPARTMENT ROVED 1540 SULLIVAN AVENUE (�, Bldg.Permit# `6'°� 644-2511 ext. 230 Id o0 oy cow Date ilding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 C 7.39 ZIZ, ti�: oni I2q� _Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT IJdN&, APPLICANT ADDRESS APPLICANT'S PHONE# 2 G — — 7 OWNER S-�-o -f 4 o pr f r e-D g 0 W N S F,q< OWNER ADDRESS CO) +__ OWNER PHONE O ESTIMATED COST$ Z Sl�1 o D 0 IS THIS A CONTRACT COST? --'-Yes No 'S+ FEE ENCLOSED$ 3�7S0 • qC1, TYPE OF JOB: �SOR-CQ� New Installation Alteration/Addition/Repair ��oi2�aq-7b Revised 03/05/10 APPLICATION FOR HVAC PERMIT(Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: ❑ HEATING ❑ RESIDENTIAL ❑ A�c- P-c-cr 5 nrd.UN ❑ COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC ❑ WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 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 �,S Ld�J�✓r c 7 9�' /C� C ONNrC l d? I C�T ', • C�t$t S 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. Il 3 q /z 2 f -V CONTRACTORS LICENSE NO. TYPE STAT SIGNATURE OF APPLICANT DATE l 2, APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPR VE 1540 SULLIVAN AVENUE Ia-oo3aa Bldg.Permit# �} � � 644-2511 ext. 230 i—D`ate� Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 I ?3� �!'� %t +n Over$1,000= Street No. " Street Lot No. $15.00 per$1,000 -'r t 5 or any fraction thereof Ten It Designati Apt.No. APPLICANT ��f��r G a ,���vtauc� + ��vt s7�!`kG'r�li•�l APPLICANT ADDRESS cid-G�5 r MJ4 d 6 e-y APPLICANT'S PHONE# 794 D33�,s OWNER `3P��� l_c�w.cr��c�a ►�� 0* N S F4< OWNER ADDRESS l C ,r L c.K lU 5--j r•` p OWNERPHONE 50k 745 04.,f� ESTIMATED COST$ /�"Y�� cX�G , C, C � IS THIS A CONTRACT COST? ✓Yes No FEE ENCLOSED$ 2. 00 00 r TYPE OF JOB: w g�e CP OR-Co New Installation 74 Alteration/Addition/Repair / a q7U 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 Sa mot► ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD /rl G 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 Yv,cKJ Li\ i(lvCt u c,c r¢rt,-t LA1 e_-� e4, e-P Ca s S i 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 N TYPE STATE SIGNATURE OF APPLICANT DATE DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WIl�IDSOR PERMIT# Application is hereby: /ado Oct 03 BUILDING DEPARTMENT APPR ,V � 1540 SULLIVAN AVENUE Bldg.Permit# 1 �.. . " 644-2511 ext. 230 Date Building Inspector Application must be printed or typed Location of Job: FEE SCHEDULE F 9 (f � � - $0-$1,000=$15.00 I` Street Lot No. Over$1,000=$15.00 per$1,000or any fraction thereof gnation Apt.No. APPLICANT APPLICANT ADDRESS 10y w (Q K'h, cnn 0 4A, aaa a 3 APPLICANT PHONE# SC) 6 3-6`1 r4O-y O W N S F OWNER CIAI�t, C- M� q� OWNER ADDRESS F OWNER PHONE C ESTIMATED COST$ C C IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ 5 �� TYPE OF JOB: R' New Installation _)�,_Alteration/Addition/Repair 2-b Revised 4/01//2002 APPLICATION FOR SPRINKLER PERMIT (continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO. OF STORIES ❑RESIDENTIAL ❑BUSINESS IS THIS APPLICATION ASSOCIATED TSL3 A ❑ASSEMBLY BUILDING PERMIT APPLICATION? 9Y NO 04ERCANTILE I ❑EDUCATIONAL CURRENT USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY ❑STORAGE LIGARAGE ❑MIXED USE ENGINEER'S NAME PHONE (Other please specify) ADDRESS CITY STATE ZIP KIND OF INSTALLATION SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED? H/YES ❑NO IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED E ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ❑PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑YES ❑NO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES ❑NO IS A SPRINKLER SYSTEM PROVIDED? ❑YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI -� DESCRIPTION OF ORK kLc_ S 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. f�'? a-c �i 0 3'7 5� �,4 e, 6cyA CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLIC v DATE /A" APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT \aLob31 APPR V 1540 SULLIVAN AVENUE Bldg. Permit# l --j.1, -I� u 644-2511 ext. 230 / (a`64f Date Building Inspector Application must be printed or typed FEE SCHEDULE �f/ Lo tton of Job* $0-$1,000=$15.00 / f�)-3 9 Z ` L f k-L Over$1,000= Street No. Street Lot No. $15.00 per$1,000 �✓ Yv�r+�-� V,�� or any fraction thereof Tenanl Designation Apt.No. APPLICANT — APPLICANT AD�jss ! L� (.J s G APPLICANT'S PHONE# ^ OWNER W N 3 Fq< OWNER ADDRESS OWNER PHONE O i ESTIMATED COST$ zjQo C � ,.y * V IS THIS A CONTRACT COST? Y Yes No FEE ENCLOSED$ y s TYPE OF JOB: �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 6 6 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 23�69 � CT CONTRACTORS LICENSE NO. Y STATE / SIGNATURE OF APPLICANT DATE Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT -- APPROVED 1540 SULLIVAN AVENUE Jui' �j 2 ?Q 1 Bldg.Permit# 644-2511 ext. 230 � 3 �� � 9�itlli4 VViIlU50f --- Date Building Inspector IMII:DINC DEPARTMENT Application must be printed or typed FEE SCHEDULE Location of Job: jYl 0 $0-$1,000=$15.00 FT7e-nant Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT �flN;jfa9\0Y)W EAfT—t-Y�CAW APPLICANT ADDRESS 14f-� P C,V-Y-j 1�QQj=bM QV)4 ov\ C L( QnU D APPLICANT PHONE; �-2 Sc C(� 0 W N S F,q OWNER 6 OWNER ADDRESS 1 a U) ° �: � ,r,r OWNER PHONE ,�C�C � ESTIMATED COST$ I , � � 0c) IS THIS A CONTRACT COST? a Yes No ° - 9s � FEE ENCLOSED$ r��s O�� TYPE OF JOB: 5� U oR•c �53 New Installation Alteration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES '-NO ❑RESIDENTIAL BUSINESS CURRENT USE AND OCCUPANCY V:e,-t C, i ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑ 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 4 dogs . 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. E, 1- as-ls' e I - c::r_ CONTRACTORS LICENSE NO. �l TYPE STATE SIGNATURE OF APPLICANT Y/ _x DATE 4' /.2 /J " APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 110 oey- 3 APP OV 1540 SULLIVAN AVENUE ^ 644-2511 ext. 230 Bldg. Permit# Date Building Inspect r Application must be printed or typed FEE SCHEDULE G I/ I Location of Job: $0-$1,000=$15.00 1-732 L11,-21Q Q6 Over$1,000= Street No. Street Lot No. $15.00 per$1,000 + �j L,\QP or any fraction thereof Tenani Designation Apt.No. APPLICANT c,! I A 1C?I C4 k1 c.e— -f- 1'0✓1 APPLICANT ADDRESS v2.?0 5o\, -- Q V Z'f-e.s t-_ &,* 01�,o� APPLICANT'S PHONE# _�O�— 796 —�35 S OWNER N cxy �0 N S Fq` OWNER ADDRESS OWNER PHONE ESTIMATED COST$ ,C.� �►` (� IS THIS A CONTRACT COST? __%e!!�Ves No FEE ENCLOSED $ 7 TYPE OF JOB: 1 q?Z -CO New Installation )b 110 0 i 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 o ❑ USIDENTIAL CURRENT USE AND OCCUPANCY U BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY Sei/Pi--c' ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME A41A PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD %�c,LIV Li,o,��r✓�Q jlJ r���� 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 as e. Py U e 1 ,k, k 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 J�L. d/,g 3 ,Sif CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE / OTIS-200 (12/95) DM I\IOTF" HOISTWAY FASCIA IS NOT SELF-SUPPORTING IPPORTING FOR REVISIONS LONG CONTINUOUS RUNS VOID OF ENTRANCES. ADEQUATE SUPPORT FOR THE FASCIA MUST BE PROVIDED BY OTHERS. NOTE A: CONST. SUPER. TO COORDINATE WITH GEN. CONT. ON CONTRACT DATA (PER CAR) SHUTOFF VALVE LOCATION OF TO-&-FROM PIPING, WIRING AND 8"x8" NOTE B: CUTOUT (NOT BY OTIS) BETWEEN HOISTWAY AND MACH. RM. MACHINE 5620 S RAIL BRACKET SUPPORT REQ'D. MOTOR HP. 20 WITHIN 6" OF THIS DIMENSION. STEEL SAFETY BEAM FOR A MINIMUM TANK CAPACITY - GAL. 83 I NET LIVE 4' 1-3/8'1 (NOT BY OTIS)OF 5000# (2268KG) PLATFORM CONTROLLER TYPE AAA24220E CARFRAME - TYPE ACA24000N TANK RAILS - SIZE - WT. FT. 1-1 2 @ 12 BUFFERS - TYPE 1 - SPRING cONTROLLER BUFFER STROKE 1.75" Y N a 8 OIL - TOTAL GAL'S. REQ. 150 Q N U Q� DO CD Ocn LO N CO Ld _ H I U7 0 0 LLJ m LLj uf < 3_6 I ESTIMATED WEIGHTS LBS. PER CAR v' _ @ 1 2 L i TOTAL 2500 ui TAL CAR & ENCLOSURE 2� p 0 PLUNGER WEIGHT 1 150 _ GROSS LOAD 5111 X d �; MAINLINE & LIGHT SW. O p Z z Of= o m wo o > M I CL. OPNG. (NOT BY OTIS) U Q � G CD O I mQ o0 o Of M RUPTURE VALVE POWER: 480 V. 3 PH. 4 W. 60 HZ. LIGHT 120 V. N rno 5'-0" 6 -4"t 00 DATA REQUIRED BY ANSI/ASME A17.1 �n `r FINDF SHUTOFF VALVE WORKING PRESSURE = 436 P.S.I. FULL LOAD UP HALL FIXTURE CUTOUT DETAIL i� N FL ITEM NOMINAL SIZE OUTER DIAMETER WALL THICKNESS ALL CUTOUTS: 3-7/8 X 5-3/4" U.N.O. WHENEVER POSSIBLE MAINTAIN A 4" MINIMUM PLUNGER --- 2.840 0.186 00 rn O1 HALL FIXTURE @ ALL FLOORS. CLEARANCE BETWEEN TANK AND MACHINE ROOM WALLS. NOTE A --- `n CUTOUT SIZE = 3 7/8" x 9 3/8" @ FLOOR 1 ONLY. u n I /� ^I CYLINDER 4.500 0.237 FL.M MACHINE ROOM IN LOCATED @ OOMOOR WITH A CLEAR T&F PIPE 2" 2.375 0.154 c.l O2 S.E.S. PHASE 1 KEY SWITCH WITH JEWEL @FLOOR 1 ONLY. 3 CEILING HEIGHT OF NOT LESS THAN 7' 6" & A HYDRAULIC PIPE TO CONFORM TO ASTM A53, TYPE E, GRADE B. DETAIL"A" HALL POSITION INDICATOR @FLOOR 1.O VENT PROVIDED FOR A HEAT RELEASE OF 7635 BTU/HR. AMSE A17.1S M DIENSIONAL DATA ON LAYOUT COMPLIES WITH ANI ESTIMATED AMOUNT OF TO & FROM OIL PIPING / REQUIRED � - OF PIPE & 8 ELBOWS. AND/OR LOCAL CODE, SEISMIC ZONE = ZONE2 IMPORTANT NOTES; GENERAL REQUIREMENTS BY OTHERS 1. PROPERLY FRAMED & ENCLOSED LEGAL HOISTWAY INCLUDING VENTING AS REQUIRED BY THE GOVERNING CODE, AND SAFETY BEAM AS SHOWN. SILL ASSEMBLY (BY OTIS) » 2. ADEQUATE SUPPORT FOR GUIDE RAIL FASTENINGS FROM PIT FLOOR TO TOP OF w GROUTING IF REQUIRED 2' 9 HSTWY. WITHIN THE MAX. VERT. SPACING SHOWN ON THESE DWGS. SEPARATOR cn BY OTHERS. C14 d- REFUGE BEAM WHERE REQUIRED. 3. PROVISIONS FOR GUARDING & PROTECTING THE HOISTWAY DURING CONSTRUCTION FIN. FLOOR TO BE ERECTED, MAINTAINED, & REMOVED BY OTHERS. p CIA N 4. ALL CUTTING OR PATCHING TO ACCOMMODATE ELEVATOR INSTALLATION.. O 5. HOISTWAY WALLS ARE TO BE DESIGNED & CONSTRUCTED IN ACCORDANCE WITH 00 THE REQUIRED FIRE RATING INCLUDING WHERE PENETRATED BY ELEVATOR F!?TURE BOXES, AND TO INCLUDE ADEQU4TE F:ASTENINCE; TO HO!sMNY ASSEMBLIES. A HORIZONTAL SUPPORT (LINTEL) MUST BE PROVIDED 12" ~ p0 J ABOVE THE CLEAR OPENING AT EACH LANDING TO SUPPORT THE DOOR GROUT STOP J ,� < Of TAPE READER LIMIIL4 FRAME ASSEMBLY. THE ENTRANCE WALL & THE FINISHED FLOOR MUST NOT BE m Q p I LLJ L 1 _ � CONSTRUCTED UNTIL THE FRAMES AND SILLS ARE SET. z SILL LINE DOOR SPACE p O V) z - N p 6. FOR PRECAST OR POURED CONCRETE WALLS, PROVIDE THE MINIMUM ROUGH SEE PLAN VIEW '` z L3 I OPENING FOR HOISTWAY AS SHOWN ON THESE DWGS, AND ANY GROUTING AROUND v _ FRONT WALL LINE O w N a ENTRANCE FRAME IF REQUIRED. �� �� J a Q _ 7. SUITABLE MACHINE ROOM WITH LEGAL ACCESS & MINIMUM HEIGHT OF 7'6" m r7 DETAIL A O J U - - - TO BE PROVIDED. MACHINE ROOM TEMPERATURE MAINTAINED BETWEEN 60'F I = "t _ 00 AND 100'F. RELATIVE HUMIDITY NOT TO EXCEED 95% NON-CONDENSING. FOR FL.1 r7 t� M HEATING, VENTILATION, AND AIR CONDITIONING REQUIREMENTS OTHER THAN THOSE N ADEQUATE SUPPORT AT ALL FASTENING POINTS OF ENTRANCE J i I SEE NOTES TC SHOWN ABOVE REFER TO OTIS CONFIRMATION OF POWER SUPPLY FORM. c, ASSEMBLY REQUIRED. MUST WITHSTAND A HORIZONTAL PULL-OUT 10 & 13 I 8. SUITABLE LIGHT & CONVENIENCE OUTLETS, WITH G.F.C.I., IN THE MACHINE co = FORCE OF 140 LBS. @ EA. FASTENING POINT (8 @ EA. ENTRANCE) - ROOM WITH THE LIGHT SWITCH LOCATED ADJACENT TO THE LOCK JAMB SIDE O w I- OF THE MACHINE ROOM DOOR. �I- - INCLUDING SUPPORT FOR, CENTER SILL SUPPORT BRACKET, w Oz a_ NOT BY OTIS 9. FOR EACH ELEVATOR, A THREE PHASE ELECTRICAL FEEDER SYSTEM WITH A LLI ( ) SEPARATE EQUIPMENT GROUNDING CONDUCTOR AND A SINGLE PHASE 120 VOLT Y w ^ LIGHTING SUPPLY. EACH WITH A FUSED DISCONNECT SWITCH OR CIRCUIT < ! t NOTE: IF ENTRANCE WALLS ARE NOT LOAD BEARING THEN THEY BREAKER, WIRED TO EACH CONTROLLER. m O MUST NOT BE CONSTRUCTED UNTIL AFTER THE FRAMES & SILLS 10. IN THE PIT, A SEPARATE BRANCH CIRCUIT FOR, CONVENIENCE G.F.C.i. OUTLET, ARE INSTALLED. IF ENTRANCE WALLS ARE LOAD BEARING THEN FRONT & LIGHT FIXTURE WITH LIGHT SWITCH ADJACENT TO THE PIT LADDER. COORDINATE WITH OTIS CONSTRUCTION SUPERINTENDENT. v OPNG. @ FL'S. 11. ALL ELECTRIC POWER FOR TOOLS, LIGHT, HOIST, ETC., DURING ERECTION AS I 1 M WELL AS ELECTRIC CURRENT FOR STARTING AND ADJUSTING THE ELEVATOR. w ENTRANCE ARRANGEMENT IL zQ 12. DRY PIT REINFORCED TO SUSTAIN VERTICAL FORCES SHOWN.(ALL LOADS SHOWN ON w U„ HALL BUTTON THESE DWGS. INCLUDE ALLOWANCE FOR IMPACT, EXCEPT AS NOTED). FLOOR ARRGMT. WALL DEPTH OPNG. THE ACCUMULATION OF WATER MUST BE PREVENTED. ERECTOR NOTE: CO / / / O U j ' C i`iSt. D.B.G. 13. A FIXED VERTICAL STEEL LADDER TO PIT EXTENDING 4'0"(1219mm) ABOVE THE DIMENSION TO TOP OF CYLINDER BASE PLATE. F R F R F R o 4' 3" SILL OF THE BOTTOM ENTRANCE AS LOCATED IN THE PLAN VIEW. LADDER WIDTH IF UNABLE TO MAINTAIN THIS DIMENSION, 1 / --- D1 --- 7.250 0.000 Z AND PROJECTION FROM WALL (NOT TO EXCEED 5") PER LOCAL CODE.IF REFER TO DATA ON DRAWING AAA22502A. PIT DEPTH IS GREATER THAN 3'10"(3000mm) A PIT ACCESS DOOR IS REQUIRED. # I M / --- D1 / --- 7.250 / 0.000 z _ 3' 6" CLOP. 2' 6" z 14. PIT FLOOR BENEATH CYLINDERS AND BUFFERS TO BE FLAT AND LEVEL WITHIN ~. p�spyaraa®1°°iM°WM� � 1/8" FULL WIDTH OF HOISTWAY. CUTOUTS AND PATCHING OF FLOOR NOT BY OTIS. N 1' 8, 5' 2" R. 0. 1' 8" 15. ELEVATOR CAB FLOORING MUST NOT EXCEED A THICKNESS OF 5/16". PLUNGER LENGTH = 177.000' NOTE: INTERFACE OF THE WALL WITH OTIS FRAME BY THE 16. ONE (1) DEDICATED OUTSIDE TELEPHONE LINE TO THE ELEVATOR MACHINE CYLINDER LENGTH = 173.750" DRYWALL CONTRACTOR MUST BE PER OTIS DRAWING A6920EV 2-3/8' 6' 8" CAR INSIDE 2-3/8" ROOM MUST BE FURNISHED. TELEPHONE CONNECTION TO EACH CONTROLLER. P/C BOTTOM CLEARANCE = 0.625" TO MAINTAIN THE FIRE RATING OF THE ENTRANCE ASSEMBLY. I TELEPHONE INSTRUMENT BY OTHERS. ONLY THE EXACT ARRANGEMENT SHOWN ON THIS DRAWING 8-5 8" 7' -3 4" PLATFORM 8-5 8" 17. ALL 125 VOLT, 15 OR 20 AMP, SINGLE PHASE RECEPTACLES INSTALLED IN BASED ON ARRANGEMENT BEING FURNISHED CAN BE PROVIDED. cRCUIT-INTERRUPTERR(GMAFCC.I.) PROTECTION. HAVE cRouND-faulT- ELEVATION VIEW 3-1 2" 7' 4" D.B.G. 3-1/2 18. SMOKE DETECTORS, LOCATED AS REQUIRED, WITH WIRING FROM THE SENSING DEVICES TO A CONTROLLER DESIGNATED BY OTIS. CONTRACT No. 466626 3-1 2" 3-1 2" FOR EACH GROUP OF ELEVATORS, PROVIDE A NORMALLY CLOSED CONTACT REPRESENTING THE SMOKE DETECTOR AT THE DESIGNATED RETURN LANDING. FOR EACH GROUP OF ELEVATORS, PROVIDE A NORMALLY CLOSED CONTACT REPRESENTING 5" 7' 8" TO PLUNGERS 5" ALL SMOKE DETECTORS LOCATED IN LOBBIES, HOISTWAYS, OR MACHINE ROOMS, VYR1 BUT NOT THE SMOKE DETECTOR AT THE DESIGNATED RETURN LANDING (SEE ABOVE) OR THE SMOKE DETECTORS AS DESCRIBED IN A & B BELOW: ' ry��Ir 8' 6" CL. HOISTWAY & PIT A) IF A SMOKE DETECTOR IS LOCATED IN THE HOISTWAY AT OR BELOW THE LOWER T dt r_ ' OF THE TWO RECALL LANDINGS, IT SHALL BE WIRED TO ACTIVATE THE SAME NORMALLY CLOSED CONTACT AS THE SMOKE DETECTOR LOCATED IN THE LOBBY AT PLAN VIEW THE LOWER OF THE TWO RECALL LANDINGS. VX B) IF MACHINE ROOMS ARE LOCATED AT THE DESIGNATED RETURN LANDING, CONTRACT 466626 R2 � R THE SMOKE DETECTOR LOCATEDS THEREIN SHALL BE WIRED TO ACTIVATE THE SAME FOR OEMs§-UMP._ OR _DRAIN IF REQUIRED IN PIT (NOT BY OTIS) NORMALLY CLOSED CONTACT AS THE SMOKE DETECTOR AT THE DESIGNATED LANDING. TANK DIMENSIONS VXe FOR A SINGLE UNIT, OR GROUP OF ELEVATORS HAVING ONE COMMON MACHINE NOTE 20: LOCATION TO BE COORDINATED WITH OTIS TO LVM 2500 L ROOM AND ONE COMMON HOISTWAY, PROVIDE ONE ADDITIONAL NORMALLY CLOSED WIDTH DEPTH HEIGHT RAIL FORCE DETAIL CONTACT REPRESENTING ALL MACHINE ROOM AND HOISTWAY SMOKE DETECTORS. FACTORY TO SUPPLY 4 5 8" WEDGE ANCHORS AVOID ELEVATOR COMPONENTS AND ACCESS AREA. ( ) / IF THE GROUP CONTAINS MORE THAN ONE HOISTWAY, AND HOISTWAY SMOKE 42.25" 19.12" 40.50" WITH 2-1/4" MIN. EMBEDMENT. *THIS FORCE INCLUDES IMPACT r;I � 'L uNITT3Q n DETECTORS ARE INSTALLED, OR IF THE GROUP HAS MORE THAN ONE MACHINE CONTROLLER DIMENSIONS SEE NOTES 2 & 12 TI=`CFNNOL&GIES ROOM, PROVIDE ONE ADDITIONAL NORMALLY CLOSED CONTACT FOR EACH NOTE 21: OTIS ELEVATOR NORTHEAST AREA ELEVATOR. THE CONTACT IS R REPRESENT THE SMOKE DETECTOR IN THE FIN FL. TO VX = 565# MACHINE ROOM FOR THAT PARTICULAR ELEVATOR, AND ANY SMOKE DETECTORS WIDTH DEPTH HEIGHT U/S OF coNIR. SNAG GUARDS ARE REQUIRED IF THE TRAVELING IN THE HOISTWAY CONTAINING THAT PARTICULAR ELEVATOR. CAR: VY =j8 CONTRACT No.: 37.2" 1 1.5" 36.0" 4.5" CABLE LOOP BELOW THE HATCH JUNCTION BOX VXe = 2 TYPE ONE 1 PASSENGER 466626 19. IF SPRINKLERS ARE INSTALLED IN THE HOISTWAY, MACHINE ROOM, OR TO ----_ - ( ) -- Q'� MACHINERY SPACES, THE LOCAL CODE MAY REQUIRE A MEANS TO AUTOMATICALLY IS WITHIN 36" HORIZONTALLY OF SNAG POINT. -ELEV. -- DISCONNECT THE MAIN LINE POWER SUPPLY OF THE AFFECTED ELEVATOR PRIOR TYPE UILDING: TOP & SHOP #699 TO THE APPLICATION OF WATER (CONFIRM WITH LOCAL CODE OFFICIAL). SMOKE NOTE 22: MAGH. LVM MODEL DETECTORS SHALL NOT BE USED TO ACTIVATE SPRINKLERS IN HOISTWAYS, MACHINE «'; LOCATION: lg45-EWNGTON ROAD SOUTH WINDSOR, CT 06074 ROOMS OR MACHINERY SPACES OR TO DISCONNECT THE MAIN LINE POWER SUPPLY. TO AND FROM PIPING SHALL NOT CROSS SEISMIC JOINTS AND SAFETY VALVE IN ACCORDANCE *EACH BUFF. IMPACT LOAD = 13745# fnTEo'LoAo:` �500 - - _-__-_-- _--- _ _^ coNT. WITH: BARTLETT BRAINARD & EACOTT WITH THE A.N.S.I. A17-1981 PARAGRAPH F305.5. *EACH CYL. IMPACT LOAD = 5726# OWNER: STOP AND SHOP INC. MAXIMUM BRACKET SPACING RATED-SPEED: 100 F.P.M. ARCFIT.: LANDRY DESIGN GROUP CAR = 14' O" OPERATING SPEED IN 100 F.P.M. THE DOWN DIRECTION: DRAFTER: CHAD MISHLER DATED: 06-12-02 NOTE - DO NOT SCALE THIS DRAWING REFER TO DWGS. NO. INSTALLATION DWG . N 0 . 466626 - P N FINA14 DRA'ATINGN ---ago, -GREEN HOUSE STRUCTURE �9 Sto sSho ® ® EXISTING SHDPPING CENTER BURDINCS 1 PROPOSED FRONT ELEVATION SK1 1/16'4-0` EFIS EFIS BAND Stop&.Shcp 11 OyiStop&Shoo F --BRICK PILASTER ASPHALT SHINGLE ROOF -.-•_-�� QWSFl1ET1FR NiM YMIE RIX FKFS.VY i'yEF ON iA/.�S�Nri,]kOhS IFD.,YMiE iFN1,1NifE FERRT6 ADD DEBQ`D B!(�CS es-StopsShop -- - >r welcome: -Ilow prices . ..�. . lyg >�iea�c�oo� 11 People§United Bank 63ICK BASE 2 PROPOSED LEFT SIDE ELEVATION SK1 1/16'4-0' AGNOLI SIGN COMPANY, • • . MA 01105 [FRONT ONT LOGO C-8'X 6'-2' 41 SQFT FRONT WELCOME W'X C-8'(2X) 15b SQFT SCALE: 10-14-09 CUSTOMER:SUPER STOP&SHOP STORE: SUPER STOP&SHOP ONT LETTERS 5'X W-6- 152.5 SQFT FRONT HANCOCK ST 1739 EWNGTON RD FRONT LOW PRICES W'X 7-4' 8.5 SQFT • � 10-24-0QUINCY,MA SOUTH WINDSOR,Ci r699 LOGO T-8X 2'-6' 31 SQFT FRONT GREATFOODW'X7-T 8.8SQFTLETTERS 2'X 15'-6' 6.6 SQFT FRONT TOTAL OF ALL p-5-09 DRAWNG CODE. ttONTFRONT SQUARE STOP& SHOP/CONN / SOUTH WINDSOR,CT 699.PLT ONT PEOPLES UNITED W'X 16' 18.7 SQFT FRONT FOOTAGE 0-0-09 STOP& SHOP/CONN/ SOUTH WINDSOR,CT$t699.CDR FRONT FRONT 282.7 SQFT EVERSON:CHRIS MOREAU DRAWN BY: JGM FRONT FRONT 0-0-09 SAL FRONT FRONT THIS DESIGN IS THE EXCLUSIVE PROPERTY OF FRONT FRONT Q-0_09 AGNOU SIGN COMPANY INCORPORATED AND FRONT FRONT ALL RIGHTS TO ITS USE OR REPRODUCTION ARE RESERVED COMPANY,,4GNOLI SIGN WORTHINGTON STREET, SPRINGFIELD, . 69 1 _ " STOP•.H'JP: _ i• CVS •.•STOv.5110p• _ - Stop&Shop l 4 Pharmacy II�Vi`ll �'Ilhl' s • Cvs UPTOWN Ph irin.Tcy Stop&Shop 14 Pharmacy �"'�• k i I'. UPTOWN ___ rr rt.n, u�mi u nnH..4ta SI I 1 7 Atli S �munn nn•rras -- -. --- ' '� ._ �f' i ��� 111lRlLf»(III fi 1't tt,\5111t111 ,' +..z } 8'-7.5" 10-14-09 CUSTOMER: SUPER STOP & SHOP STORE: SUPER STOP & SHOP HANCOCK ST 1739 ELLINGTON RD StOp&:�_')')OpI � Pharmac �0 1-2s-10G2UINCY, MA SOUTH WINDSOR, CT tt699 y w a 0-0-09 DRAWING CODE: REFACE 2X EXISTING 1'-9" X 8'-7.5" DF NON-ILLUMINATED PYLON SIGNS STOP & SHOP / CONN / SOUTH WINDSOR, CT ,7699.PLT WITH METALWOOD AND 3M VINYL 0 0-0-09 STOP & SHOP / CONN / SOUTH WINDSOR, CT lt699.CDR 0 0-0_09 SALESPERSON: CHRIS MOREAU DRAWN BY: JGM THIS DESIGN IS THE EXCLUSIVE PROPERTY OF SCALE - '/2" — V-0' AGNOLI SIGN COMPANY INCORPORATED AND o -�-09 ALL RIGHTS TO ITS USE OR REPRODUCTION ARE RESERVED I r n / I I AKIPIrl I rTTrp L.C.V. l-1 1f-\ININCL LEI I CR .063"ALUMINUM RETURN BAKED ENAMEL FINISH WALL 4"X 3/8" MOUNTING HOLE WHITE JEWELITE HANGER BOLT FOR 3/8" BOLT I— PLASTIC TRIM i I 3/16"GALVANIZED STEEL WHITE LATEX I-- MATCHING 90 d. BRACKET ELECTRICA CAULK HOLE ; 3/8" NUT& WASHER 3/16` PLEX FACE — 13/8` X 1` BOLT DISCONNECT SWITCH WHITE L.E.D. FASTENED TO LETTER W/ SCREWS I 1/2" LIQUID TIGHT i 3/16" FOSTED LEXAN BACK POWER SUPPLY I 5/8" PLYWOOD BACKING I 'UL APPROVED & LABELED WIRING 5.5" 3.25" FRONT VIEW LETTER SIDE VIEW LETTER r CUSTOMER: STOP & SHOP LOCATION: STOP & SHOP CONTACT: STEVE KRUPSKY DRAWING CODE: ORIG. 7-27-09 REV. SCALE 3/4 - - SUPERMARKET MISC LOCATIONS SALESPERSON: CHRIS MOREAU DRAWN BY: INIT. DRAWN BY: INIT. THIS DESIGN IS THE EXCLUSIVE PROPERTY OF DRAWN BY: MARIANNE GREGERSEN CHANNEL LETTER SPECS.CDR/NEW LOGO AS OF 4-09/STOP&SHOP REV. REV. AGNOU SIGN COMPANY INCORPORATED AND ALL RIGHTS DRAWN BY: INIT. DRAWN BY: INIT. TO ITS USE OR REPRODUCTION ARE RESERVED 1� THE This certified t`.,t th,.. cods'-sf t�Y:z/P���Yf/..r_ ol ucon.ly T: .------ cis, 6u1,6ing Inspector 1N3W o'd d-3a na a-ling L ►. � � GAS VALVE / i EXIT i r ANSUL 6 GAL E FUSIBLE LINK 00 / REMOTE PULL STATION INSTALLED ABOVE FINISH FLOOR 048" do ALONG PATH OF EGRESS. 16/14 EXHAUST DUCT 14/12 EXHAUST DUCT (2) �It(�11t[ T TM t 12 TY1■■u. 00, D LINE TO 3 GALLON / // %/�'/ -''PLY UNE TO 3 GALLON rnvrn •n« .. ....« �i/ j //�i r�.w�ur�c rr�iCr� 10 Jl JU DUMP TABLE PIRESSURE FRYER 18" X 30" Plan View O CHICKEN ROASTER 71" X 24" DUCT NOZZLE P/N 419337 03/8»�. O TABLE `d3/$« O PLENUM NOZZLE P/N 419335 i PIZZA OVEN \43 S" FRYER NOZZLE P/N / P/N 419339 -`UL ['ml t F • � I O0 0 / UL - '35 A N, FRYER NOZZLE P/N 419339 1 2 ANSUL +(� GALL,ON PLENUM NOZZLE NOZLF APPL1 CA TION COVERNG N`�z� PART No. 1Z0Wt P/N 419335» NE7GHTS POtN7� NO. F.P. N0. F.P. FIRE SYSTEMd3'8 � �03/8" HOOD 2W Duct 75 perrmetc- =8" 419337 2 2 4 1 2 1 I(�■# SIZEl14'-0'" W-01F 4 a j( �J �/ DUCT NOZZLE 1W Duct 2T" perimeter Into duct 419336 t / L+"'�' P/N 419337 1N Plenum 8=-0"x20" hmer he 419335 1 4 4 1� 1 d3/8"'�.. d3/8 1N Grill 30" X 36" 35=40" 419335 1 230 Fryer 21 z14" w/amp 27"-47' 419339 2 2 4 i PLENUM NOZZLE � 260 Range 28"x24" ��4Q" P/N 419335 PLENUM NOZZLE 419347 2 •3/8"� P/N 419335 1F Range 28" X 12" xr--50" 419333 1 (2) 1W Open ChatnbroYer 34 x32" 104-26' (2) 419336 2 d3/8" PLENUM NOZZLE 245 Radiant CharbrarTer 240x22" 18*�-40" 419340 2 P/N 419335 1N Lava Rack Charbroller 24 x13" 18=35" 419335 1 i 1N Natural charcoal c/b 24"x12" Ll i8•_,f0• 4193M 1 s (2) 112N Upright Broiler 32.5"x30" (2) 419334 1/2 260 Wok 14' — 30" dia 35"_45" 419341 2 N9V lQQZ �. 03/8" IN Wok 11" -- 18" did 35" 419335 1 I TQTAL F.P. 8 South Windsor • MAXIMUM FLOW NUMBERS PER 1.5 GALLON: 5 BUILDING DEPARTMEN f TO REMOTE MANUAL RELEASE MAXIMUM FLOW NUMBERS PER SINGLE TANK: 11 ; GENERAL NOTES: MAXIMUM FLOW NUMBERS PER DOUBLE TANK: 22 For piping allowances and balances TO FUSIBLE LINKS refer to ANSUL R--102 Technical Manual U.L. Ex3470. The system installation shall conform to the requirements of NFPAJ 17 & 96 and all applicable State and Local Codes. i • GAS VALVE #`1 I• #2 ANSUL AUTOMAN REGULATED RELEASE MECHANISM ANSUL 6 GALLON REWSIONS N►14r� DESCRIPTION DATE r pflz� PROTECTION INC r STOP & SHOP .X)9 NM-?ER Npj�lmatic ELLINGTON & BUCKLAND ROADS SOUTH VVINDSOR CT. Not to Scale SCALE Noted A r VAT�•. 10-1 '- 02 77TLE PACE.Nt VRER --� - - - ANSt,l .■ P I RE �`.�'YSt of E Revised 4/01//2002 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPRO ED 1540 SULLIVAN AVENUE Bldg. Permit n # 1 1 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT( I CMCn_` E Ie-(-i-O(W 'a, cj2ftMC-kY-\- APPLICANT ADDRESS IRC el-+-- lW M Wu0V,11 \e �i C)W0 � APPLICANT PHONE# 1� O W N S F,q OWNER C5 I l �I�l�% C) 11% OWNER ADDRESS -C:� ��(2 Q I-kk Y\Q V fY101, — c OWNER PHONE t- l r�6— C ESTIMATED COST$ 00 IS THIS A CONTRACT COST? Yes _No ;o ( ems✓ FEE ENCLOSED$ V S•ab TYPE OF JOB: -*3-1 SD R•C o _New Installation OdID ( Alteration/Addition/Repair APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑YESX NO ❑RESIDENTIAL }BUSINESS CURRENT USE AND OCCUPANCY re-i 0C, ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY r-C-,tCkt / ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME N �� PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY�J�' STATE tJ 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 a-1 e au wor-j-- CAS T neto I i yr c 1 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. r7SLl E / C� CONTRACTORS LI ENSE NO. / TYPE STATE SIGNATURE OF APPLICANT /45�- / �- DATE ��I4�// DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PE a G Application is hereby: �BUILDING J�- DEPARTMENT APPROVED 1540 SULLIVAN AVENUE lk� 644-2511 ext. 230 Bldg.Pez g� OE Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: Fien�ant $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT Ll&Y APPLICANT ADDRESS APPLICANT PHONE# � _�Q ? — //mot to OW N S 4. OWNER OWNER ADDRESS 0 e> f &0� o OWNER PHONE C a ESTIMATED COST$ /000. Q�� +�, * IS THIS A CONTRACT COST? es _No Y FEE ENCLOSED$ � D d TYPE OF JOB: 'f SD R C O _New Installation Alteration/Addition/Repair Revised 4/01//2002 I i APPLICATION FOR ELECTRICAL PERNIIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? YES O NO ❑nicSIDENTIAL SINESS ❑ASSEMBLY CURRENT USE AND OCCUPANCY-o ❑MERCANTILE❑EDUCATIONAL FUTURE USE AND OCCUPANCY ❑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 1411 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. - E I F, CONTRA 'TORS LICENSE NO. E STATE SIGNATURE OF APPLICANT ATE9 - og CD 'Nt.-� s1�L. 1�> !Dcu�- b � c,"�- ,�•.�r� �x���-�� e.w�,�-- �e��..�.. a I i I�ci.l' DcL w V NA. sty 1 SLr.i�► /* �p Gj Gory,. uv 1-4 Ci r i 2X,tAD)✓> 1 � T�4 "364,4, W,CA)Cb ffCll oPS `-- r is T 9 o t , El } � ITI F� AL Z � n l ' i i 3 DAYTON DaytonO Hospitality Sinks and Sink Package SPECIFICATIONS Models D11515, D11516 and DP211515C GENERAL Sink is formed of#23 gauge,300 series, nickel bearing stain- o less steel.Top mount. I I DESIGN FEATURES Bowl Depth:5-1/8" Coved Corners:2-1/4'vertical and horizontal radius. Finish:Exposed surfaces are polished to a satin finish. Model D115152 Underside:Undercoated as described below. SINK PACKAGE DP211515C Package includes: (1) D11515 sink. (1) LKA2475 faucet. (1) D5018A drain with basket strainer. OTHER Drain Opening:2'(D11515,D611515 and DP211515C),3-1/2' PI 1516). NOTE: Unless otherwise specified, sink is furnished with 2 faucet holes as shown. These sinks comply with ASME Al12.19.3. These sinks are listed of Plumb ng nd M chart cal Officials International the asmeeting Association requirements of the Uniform Plumbing Code. This faucet is cUPC listed. C.These sinks are listed with the Canadian Standards Association. Model DP211515C SINK DIMENSIONS(INCHES)* Cutout in No.of 1tCounRdt di u 1Vr'or 1t/z"D .-ia 4' Overall Inside Comers Faucet Mabin Model Nolen Cabinet Number L W L W D L W 4"Center Size DP211515C 15 15 12 10 51/8 143/8 143/a 2 18 D11515 15 15 12 10 51/a 143/a 143/s 1,2 or 3 18 D11516 1 15 15 1 12 10 51/a 143/s 143/e 1,2 or 3 18 � 1 10,15' D611515 15 15 12 10 5Va 1431, 143/a 1 or 2 18 2-1/4 *Length is left to right Width is front to back 04'refux sinks are packed one per shipping carton.Sink bowl Is fully undercoated to dampen sound and prevent condensation. 06-Prefix sinks are nested 6 units per shipping carton.Sink bowls are sound deadened on bottom only. 12" 15" Bowl Depth is 5-1/8' Model D115152 Illustrated HOLE DRILLING CONFIGURATIONS .4' 1 2 3 (1-1/4"diameter) (1-1/4'diameter) (1-1/2'diameter) ALL DIMENSIONS IN INCHES,TO CONVERT TO MILLIMETERS MULTIPLY BY 25.4. In keeping with ourpoff y of continuing product Improvement,E&V reserves the right to change This speciftatkm dascritm an Elkay product with design,quality and krmctional benefffs to the product specifications without notice. user.When mating a comparison of other producers'offerings,be certain these features are not overlooked. Elkay 2222 Camden Court Printed in l I R A. elkayusa.com Oak Brook,IL 60523 02008 Elkay (Rev.3/08) 2-3H ° 0 D E LTA. BAR & PREP SINK FAUCETS ■Classic Series ■Two Handle Deck Mount ■2 Hole Sink Applications 2170 2171 2172-LHP STANDARD SPECIFICATIONS: Submitted Model No.: Two handle deck faucets for exposed mounting Specific Features: on 2 hole sinks. • Solid brass fabricated body. • 4"(102 mm)Centerset. ��' 41/16'(103 mm)long, 10 3/4"(273 mm) ' 4 1/16" high spout swings 360% (1360 m) • LHP Less handle program. 10 3/4" • Hot and cold stems are interchangeable. (273 mm) SpO°� • Control mechanism shall be of the rotating cylinder type with stainless steel plate and 180• 713/16" rotation,with replaceable non-metallic seats (198 mm) operating in stainless steel lined sockets. • 1/2%14 NPSM threaded male shanks. 15/16� ( 3718" 75 mm WARRANTY 2. 4' • Lifetime Faucet and Finish Limited Warranty to the I- (102 mm) 1/2"-14 (51 mm) Centers NPSM Original consumer purchaser to be free from 1 1/8•(29 mm) defects in material and workmanship. Max.Deck • 5 Year Limited Warrant for usage In all industrial, Thickness 2 W32") (152. commercial and business applications. 2170/2171 (55 mm COMPLIES WITH: ��- ASME A112.18.1/CSA B125.1 4 1/16• Indicates ADA compliance to (103 mm) ® ICC/ANSI A117.1 360• IAPMO Listed 10 3/4• S�u� CSA Certified (273 mm) 713mm ��• uP (198 mm) • 21/4" (57 mm) Pr•ssur•(k1 T 4" 0 69 136 207 276 345 414 463 552 621 T (51 mm) (Centers) NPSM 5 6 27 7 1 Max!Deck) s 5 16.9 Thickness 2 5/32" 6" S 4 151 C 2172-LHP (55 mm) (152 mm) 0 3 11.4 Available LHP Handle Options A Specify Finish h 2 7.6IF 1 3.3 H21 H24A A24A H25A H26A OKI I I I I I I0 0 10 20 30 40 50 60 7o 6o 90 Pressure(PSn (�1 m) 3 mm 2 11/4' Available LHP Handle Accent Options ® (83 mm) El (59 mm) El (32 mm) p H27A H28 H212A H215A A24,A24PB, A24WH 1 1 4• 1 7 16" 3" 2�,�• 0 D E LTA. ❑ (32 mm) ® (37 mm) ® (76 mm) ® (59 mm) FAUCET COMPANY Dena reserves the right(1)to make changes In specifications and materials,and(2)to change or discontinue Indianapolis.Indiana 46280 models,both without notice or obligation.Dimensions are for reference only. See current full-4ne price book for A Division of Masco Corporation finish options and product availability. of Indiana DSPaC-2170 Rev.D e 2006 Masco Corporation of Indiana 4.D.26 r= A M "SINGLE POINT" CODE COMPLIANT HANDWASHING HEATERS Instant Comfort...Endtess Sauings ELECTRIC TANKLESS WATER HEATERS 9/06 MODELS: Volts kW Amps Flow restricting SP2412 120V 2.4kW 20A aerator SP3012 120V 3.OkW 25A SP3512 120V 3.5kW 29A SP3208 208V 3.OkW 14.4A SP4208 208V 4.1 kW 19.7A SP35 240V 3.5kW 14.6A SP48 240V 4.8kW 20A SP55 240V 5.5kW 22.9A SP3277 277V 3.OkW 10.8A SP4277 277V 4.1kW 14.8A Single • • water Integral supply SPECIFICATION OPTIONS compression fittings I I ❑FC= Flex Connector braided-stainless steel water connections available. (EX176, EX177) - Example:SP3512FC Mounts APPLICATIONS: C1,: under the sink • Shopping Malls •Office and Tenant Spaces •Commercial Buildings (restaurants, etc.) • Modular Buildings/Modular Offices • Public Hand Washing Designed to comply with .5 GPM handwashing • Service Stations code target outlet temperature 105' - 110°. •Schools •Concessions Stands, Stadiums ADVANCED TECHNOLOGY • HIGHEST EFFICIENCY DESIGNED FOR DURABILITY MADE IN USA QUALITY FEATURES •On Demand Hot Water-no delay. •Prevents Legionella Bacteria Growth •Cut Energy Waste-flow switch activates heater only on • Reduces Liming.Calcification and Sedimentation. demand(no standby heat loss).99%efficient •Complies with Handicap Requirements •Continuous Hot Water-no storage capacity to run out. • Ni Chrome Element-a unique, patented flow path ensures •Reduces Installation Cost-no T&P relief optimum heat transfer and extended element life. valve needed(check local codes). •Compact Size-dimensions 10.75'x 5.25"x 2.875; •Easy Installation-only one cold water line need be weight 3 lbs. brought to lavatory-integral 3/e'compression fittings on .Field Serviceable Element-replaceable cartridge element top(no sweat connections).Mounts on wall at point-of use. (1 year warranty). •Integral Flow Restrictor-Built in to ensure proper .Warranty-Full Factory Warranty-Heaters are guaranteed temperature rise.Complies with U.S.Federal regulations. against failure due to leaks of"Heater Body/Element •Faucet Aerator-with excellent spray pattern supplied Assembly"for a period of FIVE YEARS. with unit. • High Temperature Limit Switch-protects against element •Hands Free,sensor and metering faucet compatible burn out, with reset button. SUGGESTED SPECIFICATION NOTE: Flow Activated 0.5 GPM Tankless Water Heater shall be an Eemax Model err—.dSrT__ Tcw're �ora9e with , vac, to heat 0.5 GPM OPERATING PRESSURE a temperature rise of degrees F.Unit shall have Min. Max. amperage 25 PSI 150 PSI ABS-UL 94Vo rated cover. Element shall be replaceable cartridge insert. Unit shall have a replaceable filter in the inlet connector and a flow regulator in the outlet connector. Element shall be iron free, nickel chrome material. Heater OPTIONAL FLEX CONNECTOR ACCESSORY(FC) shall be fitted with'/e"compression nuts and sleeves to elimi- nate need for soldering. Heater shall be installed upright Stainless steel braid reinforced flexible water connector. with water connections on top only.Hot water storage tanks ❑ 3/8"C x 1/2"FIP- 16"faucet supply(EX176) prohibited.Unit shall be Eemax or approved equal. or NOTE:Refer to rating chart for product information. ❑3/8"C x 3/8"C- 16"faucet"supplyEXi77) , RATINGS OF SINGLE POINT UNITS( Coldwater feed only) RISE AT RECOMMENDED MODEL VOLTS kW AMPS 0.5 GPM WIRE - SIZE r -t SP2412 120V 2.4kW 20A 33° 1OAWG �— SP3012 120V 3.OkW 25A 41° 1OAWG zw SP3512 120V 3.5kW 29A 48° 1OAWG electrical �w_ SP3208 208V 3.OkW 14.4A 41° 14AWG supply 9W SP4208 208V 4.1 kW 19.7A 56° 12AWG SP35 240V 3.5kW 14.6A 48° 14AWG SP48 240V 4.8kW 20A 65° 12AWG SP55 240V 5.5kW 22.9A 75° 10AWG —Sy —� 1- Z 2% SP3277 277V 3.OkW 10.8A 40° 14AWG SP4277 277V 4.1 kW 14.8A 56° 14AWG SPECIFICATIONS: Dimensions: 10.75"x 5.25"x 2.875" ovrL INLUI Weight:3 lbs. CE Materials: Cover:ABS UL rated 94Vo. REMOVAS Color:White i'� FILTER Element: Replaceable cartridge insert Pipe-Fittings: 3/8"compression at top of unit UL Listed: E86887 (M) U.S.Patent#'s:4,762,980 and 4,960,976 C YL us' LISTED EEMAX SUBMITTAL Engineer/Architect: Job Name/Customer: Location: _ SPECIAL INQUIRIES FOR UNITS FOR UNIQUE Contractor: APPLICATIONS ARE WELCOME.CALL Representative: DESIGN OUR TECHNICAL SERVICE DEPT HEATER SPECIFICATIONS: SERVICE Option Quantity kW Voltage AMPS GPM 1-800-543-6163 Single Point Model# SP Ee m ax® ' C. www•eemax.com Telephone: (203)267-7890 TOLL FREE: 1-800-543-6163 353 Christian Street, Oxford, CT 06478 FAX: (203)267-7975 Christine Gesino From: Craig Horrigan Sent: Friday,August 15,2008 3:21 PM To: Christine Gesino Subject: Fw:699 South Windsor hand sink Christine, here it is. You can call to get address, etc. Thanks. Craig. -------------------------- Sent from my B1ackBerry Wireless Device ----- Original Message ----- From: David Cheesman <dcheesman@stopandshop.com> To: Craig Horrigan Sent: Fri Aug 15 15:14:28 2008 Subject: Re: 699 South Windsor hand sink Hello Craig, I do not have Christine's email address so I hope you can forward this. Landlord Richard Kelly Contact Scott Kelly or Kathy Kelly Phone 860-644-8761 Thank you Dave "Craig Horrigan" <Craig@rsfers.com To: <dcheesman@stopandshop.com> > cc: bcc: 08/15/2008 03:09 Subject: 699 South Windsor hand sink PM Dave, I need the Landlord name, address, phone # and contact person in order to pull a building permit. I spoke with Matt from Corcoran and he has had discussions with the Building Inspector and that is his expectation I will be away next week, but I will have Michael from our Office pull it in order to expedite this project. Please send the info to Christine at our Office. Thanks. Craig. -------------------------- Sent from my BlackBerry Wireless Device This mail n T s e message and any attachments are for the sole use of the intended recipient(s) and may contain information that is proprietary to Ahold and/or its subsidiaries ("Ahold") or otherwise confidential or legally privileged. If you have received this message in error, please notify the sender by reply, and delete all copies of this message and any attachments. If you are the intended recipient you may use the information contained in this message and any files attached to this message only as authorized by Ahold. Files attached to this message may only be transmitted using secure systems and 1 appropriate means of encryption, and must be secured using the same level of password and security protection with which the file was provided to you. Any unauthorized use, dissemination or disclosure of this message or its attachments is strictly prohibited. 2 Christine Gesino From: Craig Horrigan Sent: Friday,August 15, 2008 3:20 PM To: Christine Gesino; Mike Horrigan Cc: Craig Horrigan Subject: 699 South Windsor hand sink Christine, as per our discussion can you please pursue Dave, or anyone at Maintenance to get the info. Could you check to see if we can get the forms online from the South Windsor Building Department Michael is not in on Monday but hopefully we can get it for Tuesday. The scope is "Labor and Materials to relocate handsink and associated work as per Corcoran Plumbing (Matt) " for $4,960 for our end plus the Plumbers cost which he will include in his permit application. Michael will need proof of our Workmans Compensation coverage and a copy of our Contractors License Thanks for your help Craig -------------------------- Sent from my B1ackBerry Wireless Device 570V271- CO o Christine Gesino From: Craig Horrigan Sent: Friday,August 15, 2008 3:21 PM To: Christine Gesino Subject: Fw: 699 South Windsor hand sink Christine, here it is You can call to get address, etc Thanks Craig -------------------------- Sent from my BlackBerry Wireless Device ----- Original Message ----- From: David Cheesman <dcheesman@stopandshop.com> To Craig Horrigan Sent Fri Aug 15 15 14 28 2008 Subject: Re 699 South Windsor hand sink Hello Craig, I do not have Christine's email address so I hope you can forward this. Landlord Richard Kelly Contact Scott Kelly or Kathy Kelly Phone 860-644-8761 Thank you Dave "Craig Horrigan" <Craig@rsfers com To <dcheesman@stopandshop com> > cc bcc: 08/15/2008 03 09 Subject 699 South Windsor hand sink PM Dave, I need the Landlord name, address, phone # and contact person in order to pull a building permit. I spoke with Matt from Corcoran and he has had discussions with the Building Inspector and that is his expectation I will be away next week, but I will have Michael from our Office pull it in order to expedite this project. Please send the info to Christine at our Office. Thanks. Craig. -------------------------- Sent from my BlackBerry Wireless Device This email message and any attachments are for the sole use of the intended recipient(s) and may contain information that is proprietary to Ahold and/or its subsidiaries ("Ahold") or otherwise confidential or legally privileged. If you have received this message in error, please notify the sender by reply, and delete all copies of this message and any attachments. If you are the intended recipient you may use the information contained in this message and any files attached to this message only as authorized by Ahold. Files attached to this message may only be transmitted using secure systems and 1 appropriate means of encryption, and must be secured using the same level of password and security protection with which the file was provided to you. Any unauthorized use, dissemination or disclosure of this message or its attachments is strictly prohibited. 2 Revised 4/01/I2002 r DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR Q ,ram 1 I BUILDING DEPARTMENT �� L APPROV�E]2, 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: F:Tenant lington Road $0-$1,000=$15.00 Street Lot No Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT ward F. Corcoran Plumbing & Heating Co., Inc. APPLICANT ADDRESS 5 Rose Place Springfield, MA 01104 APPLICANT PHONE# (413) 732-1462 O W N S F,q OWNER Stop & Shop Supermarket OWNER ADDRESS 1739 Ellington Road South Windsor, CT OWNER PHONE (866) 380-1170 O C ESTIMATED COST$ 5,800.00 .� IS THIS A CONTRACT COST? _Yes %No FEE ENCLOSED$ 87.00 SO •CO�� TYPE OF JOB: R _New Installation %Alteration/Addition/Repair APPLICATION FOR PLUMBING PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES ❑ NO zI BUSINESS CURRENT USE AND OCCUPANCY Grocery ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY Grocery ❑ EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE food service CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION hand sink SIZE OF MAIN DRAIN 2" NO.OF TOILETS STYLE NO.URINALS STYLE NO. OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES NO. OF CONDUCTORS 1 SIZE 1/2" NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO. OF OTHER FIXTURES 1 KIND hand sink 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 1/2" point of use— WATER HEATER: TYPE instant MANUFACTURER Eemax DESCRIPTION OF WORK Install (1) new drop—in type hand sink to existing counter space. Includes (1) instanteneous water heater/drain to tie in below floor I HE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PER ORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 0282009 P1 CT CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE 8/12/08 DEPARTMENT DECISION APPLICATION FOR SPRINKLER PERMIT PERMIT# TOWN OF SOUTH WINDSOR Applic er CAS BUILDING DEPARTMENT �� VE 1540 SULLIVAN AVENUE Bldg Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE I Location of Job: $0-$1,000=$15.00 FTenant Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT nAer APPLICANT D SS 11 -S-0fe , �O APPLICANT PHONE# CC301—a 4f ��Eo W N Se OWNER T� ` -- 1 q� OWNER ADDRESS C o ti ry s 0 2 0 t OWNER PHONE C = ESTIMATED COST$ IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$_� f1V k TYPE OF JOB: dS R'Cod ZNew Installation _Alteration/Addition/Repair — — Revised 4/01//2002 APPLICATION FOR SPRINKLER PERMIT (Continued from reverse side) TYPE OF BUILDING TYPE OF CONSTRUCTION USE GROUP NO. OF STORIES ❑RESIDENTIAL ❑BUSINESS IS THIS APPLICATION ASSOCIATED WITH A ❑ASSEMBLY BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑MERCANTILE ❑EDUCATIONAL CURRENT USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY FUTURE USE AND OCCUPANCY ❑ STORAGELIGARAGE ❑MIXED USE ENGINEER'S NAME34-- PHONE Q906)-oZG/S S (Other please specify) ADDRESS CTI'Y�, UJi`UVJS 0/a STATE "- ZIP 40&07y KIND OF INSTALLATION (V/� �e SIZE OF MAIN DRAIN c WATER PRESSURE AT STREET(PSI) ��v ARE SPRINKLER HEADS ALTERED? ❑YES -0<0 IF YES,CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ❑ALTERED IF MORE 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY(CHECK ONE) ROFES'SIGNAL ENGINEER ❑INSURANCE COMPANY WATER FLOW `/7 WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED? ❑YES �NO IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED? ❑YES Q O IS A SPRINKLER SYSTEM PROVIDED? YES ❑NO SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI 1 DESCRIPTION OF WORK t l ; N S -cS _ 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. / /0 CONTRACTORS LICENSE TYPE STATE SIGNATURE OF APPLICANT DATE / `� i - .. � v — z\- ,�»-r�., � ;,,.,+� - ��,•. STATE OF CONNECTICUT 4 DEPARTMENT OF CONSUMER PROTECTION Be it known that z ti BERT T FELNER , l ' �a r 9t AMA a� 45 BRIGHTON VIEW RT3 FAIRFIELD,CT 06430 t '4 has been certified by the Department of Consumer Protection as a licensed r ' y FIRE PROTECTION LIMITED CONTRACTOR ; 'ry.; � i ``" t` � r-w�� ,�_`� �w -.,�1a�`. ''o a'L�a4r.�„x.� °'.t s'�.`:,.� � .y "'Y-�r .••i'n,4:.vt...,''"iwj'�• �- TYPr y.. ,i. � •�.d .,3r ..tea - ,a,-tea� ��,{'��'a�. .,�uC �4 5�'�'F y,�'' y 1 VMicense # 0022 r a ?' -,_ c+ , j�'; a "rr,f;�,v, -.;L}' M ,,,,, •�^ "�+f` �o al' uyv '*' - a3 �'' ':Sr''^ :+�,f�ST,a•.;+ +.x.+sx __ "a•' ,� J n�' J�•%r. rr � _-• _: 11.1T. ai';, ��..•`,�k' ."^. 'tt _J�` .L {i•T� 4.; s F�> ''�". i..yr, _ . P- � .. .: " � �T'. 1r3'�.�'' f "4�. +s�'1AaM '��F ��� ik•v ty:=' ,.'yt,. '•'�.- F Effeceive: 11/01/2001 �� t y ' z a�t�Y >* r �,�av 'L. y�M1 :J' 'S"'k�+. Y1•Y .'.F• ryt.Y` 41 F``4"•M�,' ,yfi 'ur '4. Expires-. 10/31 ,= ;, 2002 -� . ea.� h-- x T:Ttemtn Com sst�ni 36K�' '"*4 "V�": �' 'a.i:�r - _ 'tea i•.�' ' .� a.e�„s��+...i. .�;: o+r %. � �+' � �►;•��''*yi..;.�+' �.aj,,: io I HE BUiLUINu — Tnr_certified that this plan and or.,.: s of the proposed twUding or dui-r...:._ .- 4y ereltr at � I;h a �g27 3 p:,griher with amendment firnd w,th plan and i agree r, rd rs .,s •' loo� E,;,,: g and state laws and - 140V � Is s.n d bV the Building Depart„tent durmg p• v of this application and final Issuance of a permit. South Windsor S,Fned BUILDING DEPART�JIENT Tn,s :,.,,, is approved subrct thr c„na,„ prp tin — and ordinances regulating building c 1 n,th Gor ,�.u.nally AVD rovad The,, 111" "nth & (203)255-1896 • FAX(203)255-0851 SENTRY FIRE PROTECTION INC. ROBERT T. FELNER 1150 POST ROAD General Manager FAIRFIELD,CT 06430 ANSUL. EXTINGUISHING ANSULEX,. LOW pH AGENT LIQUID FIRE DATA SHEET SUPPRESSANT FEATURES PERFORMANCE APPROVALS AND LISTINGS • Fast Flame Knock-Down and Secure- When used in the Ansul R-102 restaurant ANSULEX Low pH Liquid Fire Suppressant ment of Grease-Related Fires system, ANSULEX Low pH Liquid Fire has been tested, and is listed with Under- • Provides a Cooling Effect Which Further Suppressant is extremely effective on fires writers Laboratories, Inc. (EX-3470) as part Enhances Its Ability to Prevent Reflash in restaurant ventilating equipment — of the Ansul R-102 Restaurant Fire Sup- hoods and ductwork, as well as in a variety pression System. • Designed for a Wide Variety of Restau- of cooking appliances — deep-fat fryers, rant Hazards griddles, range tops, and several types of ORDERING INFORMATION • Listed by Underwriters Laboratories, broilers and char-broilers. ANSULEX Low pH Liquid Fire Suppressant Inc. (UL) as Part of the R-102 Restau- As the agent is sprayed in fine droplets is available in sealed containers. rant System (atomized)onto an appliance grease fire, it provides excellent flame knock-down, Part No. 79 1. gallon (5.7 L) • Ease of Recharge and Post Fire surface-cooling, and fire-securing capabil- ities. Part No. 79372 372 3.0 gallon (11.4 L) Cleanup When the agent reacts with the hot Recharge services are available from • Non-Corrosive grease, it forms a layer of foam on the Ansul-authorized distributors. surface of the fat. This soap-like blanket of APPLICATION foam acts as an insulator between the hot ANSULEX Low pH Liquid Fire Suppressant grease and the atmosphere, helping to Pre- is designed for use only in Ansul R-102 vent flammable vapors from escaping and restaurant fire suppression systems. This reducing the chance for flame reignition. ANSUL is a registered trademark and ANSULEX is a 'li liquid" agent will combat grease-related trademark. • q 9 9 Post-fire cleanup can be readily a fires as found in restaurant appliances and plished by flushing the area with water or ventilating equipment. It should not be steam. used for fires involving energized electrical hazards. Because of the composition of ANSULEX Low pH Liquid Fire Suppressant, it is com- DESCRIPTION patible with metals commonly found in res- taurant kitchen environments(i.e., stainless ANSULEX Low pH Liquid Fire Suppressant steel, aluminum, galvanized metal, mild is a specially-formulated, aqueous solution steel, copper and brass). of organic salts. The agent is pre-mixed, eliminating the need for dilution before sys- tem charging. When used as an extinguish- ing agent, it will produce no toxic by-products. AGENT PROPERTIES Appearance. ... . . . . . Color-Coded Fluorescent Yellow-Green Storage Life. . . . .. . . 12 Years Refractive Index. . . . . 1.4040 Freeze Point. . . . . . . . —40 OF(-40 °C) Boiling Point.. . . .. . . 230 OF(110 °C) Specific Gravity.. . . . 1.32 Kinematic Viscosity.. 5.26 centistokes pH. . .... . . . . ... . . . 7.8 — 8.2 WARNING: Care should be taken when handling the agent. If con- tact is made with the eyes or skin, flush with water. If the agent is swallowed, dilute • with water or milk and con- tact aphysician. ANSUL FIRE PROTECTION MARINETTE.WI 54143-2542 715-735-7411 Form No.F-9140 ©1991 Wormald U.S.,Inc. Litho in U.S.A. I� ANSUL RESTAURANT MECHANICAL FIRE SEALING SUPPRESSION ADAPTORS • SYSTEMS DATA SHEET FEATURES GASKET Tf LOCK • Weld-tight seal ensures structural in- WASHER tegrity and eliminates leakage • "Quik-Seal" version accepts threaded ADAOTOR—_ NUT cut pipe or conduit"Compression-Seal" version is a• straight-through design -eliminates cut- ting and threading of pipe or conduit• Tested and listed with Underwriters P PIPE Laboratories • Solid machined steel for maximum DUCT strength and tolerance of high FIGURE 1 "QUIK-SEAL" ADAPTORS temperatures • Pressure tested to 5,000 psi GASKET LOCK (34,475 kPa) WASHER COMPRESSION • Chrome-plated for corrosion resistance NUT �- GASKET and appearance NUT SEAL ,�\ • Available in common sizes used in ADAPTOR soov installation • • Simple and inexpensive to install DESCRIPTION The NFPA 96 Standard establishes mini- PIPE O f mum construction requirements for the —DUCT hood and duct in commercial kitchen ven- FIGURE 2 "COMPRESSION-SEAL" ADAPTORS tilating systems. One of the requirements states that all seams and joints shall be APPLICATION sealed by a liquid-tight, continuous external weld or listed mechanical devices providing Supply and detection lines with pipe adap- Surface nozzles in overhead position with a liquid-tight seal. for shown looking down on top of hood. adaptor. Ansul mechanical sealing adaptors are such a mechanical means of producing weld-like, liquid-tight seals around pipe and conduit penetrations when installing fire suppression systems in hoods and ducts. The "Quik-Seal" adaptor accepts cut pipe or conduit with threaded ends(Figure 1). The "Compression-Seal' adaptor is a straight through design requiring no cutting and threading of pipe or conduit (Figure 2). These adaptors provide the structural in- tegrity and stability of a welded joint without the cost or inconvenience of provid- ing for in-field welding. Unlike torches and tanks, Ansul mechanical sealing adaptors can be easily carried and install in minutes with standard wrenches. ORDERING INFORMATION Description Part No. • 1/4 in. "Quik-Seal" Adaptors(Package of 24) 78196 3/8 in. "Quik-Seal' Adaptors(Package of 24) 77285 1/2 in. "Quik-Seal' Adaptors(Package of 24) 77287 3/4 in. "Quik-Seal' Adaptors(Package of 24) 77289 1/4 in. "Compression-Seal" Pipe Adaptors(Package of 24) 79149 3/8 in. "Compression-Seal' Pipe Adaptors(Package of 24) 79151 1/2 in. "Compression-Seal' Pipe Adaptors(Package of 24) 79147 ANSUL INCORPORATED 1/2 in. "Compression-Seal" EMT Conduit Adaptors(Package of 24) 79153 MARINETTE,WI 54143-2542 715-735.7411 Form No.F-86173-2 01977 Ansul Incorporated Litho in U.S.A. • • 1 From:MIS Dep4tmernt 203-791.2451 To:John Collins Date:WW2 Time.4:48:42 PM Page 1 of 3 R FAX COVER SHEET SPECIAL TESTING LABORATORIES, INC. P.O.Box 200,Bethel,Connecticu C6801 Phone(203)743-7281 Fat(203)791-2451 fax t r a n s m i t t a l re: Stop& Shop, South Windsor from: Special Testing Laboratories date: September 3,2002 pages: 1 NOTES: We are expediting the publication of our reports of inspections and tests performed at the above referenced project by "faxing" those reports direct from our computer network The attached reports have been edited and proofread, but du not bear signatures anti seals. Copies of these reports bearing such signatures and seals will be copied, bound, and sent to the client at the end of the project. The following reports are being faxed immediately following this cover page. Reports Dated: 08-23-02.obs Frorn:)L11S Depwt ne t 203-791.2451 To:John,Collau Date:9.3i62 Time.4:48:32 PM Page 2 of 3 4 Client: Bartlett Brainard EaL;ott Inc.,Bloomfield,Conn.4icut ST T Project: Stop&Shop, Store 699,South Windsor,C T 1 i� Contractor: Bartlett Brainard Eacott Inc. SPECIAL TESTING LABORATORIES,�NC. Inspector:L. Smith Page: 1 of 2 PO Box 03)Bethel,CemecticutI Y&x("03)791 2 Date: August- 23,2002 Mason Report OBS Phone(2U3174?722i1 t'a�i(iJ3)?Yl 245I � p Dail`MasontT Observation Report At the request of our client a visit was made to the jobsite this date to observe the constmction of the masonry galls. The following summarizcs our findings: 1'1 EXIS &LOCATIONS: CMU at 5.4:A-A.C. 1:8:A-B-Grout placement first lift REFERENCE DRAWING NUMBER: S-4 REVISION: Contract Placement Observations Yes No TYes No Are the units clean and dry X ! is low lift grouting being used X Are the units damaged or disfigured X Is high lift grouting being used X Does the contractor check level and plumb X Is grout and'er mortar used within time specified X Is horizontal reinforemg being used as specified X Is the vertical reinforcing being used as specified Are the completed walls protected from the weather Are the completed walls secured at the end of the at the end of the workday N/A workday N/A Is the grout being invAled as specified X Are all mortar joints being finished as specified X Grout and Mortar Observations Mortar-Required Streng h:N/A CT-out-Required Strengt%1•PST not specified Yes No I Yes I No Is the mortar miffed onsite X Is the grout mixed onsite X Is the mixing water clean X Is the mixing water clean X Are all materials clean and covered X Are all materials clean and covered X Are the manufacturers instructions being followed X Are the manufacturers inst_-uctions being followed X Is the mixing time wit]-in specification X I Is the mixing time with specification X Is the same cperator batching every batch X Is the same operator hatching every batch X Sampling method per specification N/A Sampling method per specification X ** Mason indicated that additional vertical bar would be placed in lintel beam to maintain"tSpical"(#7 tc 32")spacing above door openings. C'OMl11ENTS: The extent of our inspections concerning masonry construction this date are wholly defined in the above tabulation. From:MIS Depxtrnert 203=91-2451 To:Joni Collins Date:9;3i02 Time 4:49:42 PM Page 3 of 3 T Client: Bartlett Brainard Eacott Inc.,Bloomfield, CT ST L Project: Stop&Shop, Store 699,South Windsor,CT 1 Contractor: Bartlett Brainard Eacott Inc. SPECUL TESTING LABORATORIES,raC. inspector: L. Smith Page:2 of 2 Po Box zoo Bethel,C ( Phone(203)743 7281 fax(203)7912451 Date: August 23,2002 Masonry Report(OBS GROUT: 3 -3.5" x 3.5"x 7"(IVprox)Prisms-Fine grout premix type Received: August 27, 2002 Test For: Compressive Strength-psi @ 28 Days-Not specified Examined with the following results: Specimen No. Tested Total Load PSI 021\40691 7 Days 28,700 2340 02NIO692 02bi0693 MORTAR: No samples made during this reporting period. PLEASE NOTE: 11ason was requested to provide one hollow,and on:grouted set of CMU block prisms(per Schedule of Special Inspections). REPORTED TO: Client; Building Official; O%Nmer Representative; Landry Architects, Erdman Anthony & Associates; Appledore Engineering Inc. Respectfidly submitted, SPECIAL TESTING LABORATORIES,INC. Richard Speciale-Director John Hardman P.E. Vice President Vice President TI-l3 RESULTS SHO NN ON THIS REPORT RELATE ONLY TO TIC SAMPLES TESTED. THIS REPORT SHALL NOT BE usED TO CLAM PRODUCT ENDOP_SEN=BY I NIAP OR ANY O=GO1,'ERK%M,.f AGMNCY TF'.E F0U1 O0R4Q LNFORMATlCN IS THE PROPERTY OF CL=S. REPRODUCTION OR PLBISCATION ONLY WITH OUR EN PRESS PEF_MSION. SPECIAL TES11NG LABORATORMS,WC EXCLUDES ALL LL4BII=FOR WORK PERFORMI D BY OTHERS our AREA OFnCES IN I)ANILT%Y-I-L4RTFORD-NEW HA'M4-NF V LONDON 1 From.M5 Depa4»ert 233-191.245 1 To:Jo!u:Collins Date:61111C2 Time:1:32:18 PM Page 2 of 3 f � Client:Bartlett Brainard Eacott Inc.,Blooli ield,CT S T L Project: Stop&Shop, Store 699.South Windsor,CT Contractor: Bartlett Brainard Eacott Inc. SPMC L.TESTING LIRORATORIES,21C. Inspector• M. Signorelli PO Box Ok Bcthcl,Colutakilt 09801 Phone 1203)743 7291 Fax(203)791 W1 Date:May 30,2002 Concrete Report CONCRFTF WSPFCTION, Wcathrx Cloudy Air,rnuperatulc: 83°Ff Concrete Supplier: Tilcon Cylinder Pick up Date: June 3,2002 MASS (PST) .3,000 Volume Inspected 'cubic yards) 3K.0 'Total Volume Inspected to Date(cubic yards) 75.0 hibpcetion Start Time 1500 hu,pcction Finish Tine 1630 Inspection Duration(hours) 1.5 Concrete Field Inspection and Test Results- Field Set z 3 A-D Truck 135 Ticket R 806050 Tinic Batchcd 1416 Tinic Discharge 1530 Air Content(%) 5.0 Slump(inches) 3.25 Concrete Temperature ff) 72 Density(lb3 cu ft) 149.7 Locations: North Footing,from H and I to 5.2 and F.B. Renrarks:None Deviations from the Specified Test Methods: Non_ Concrete Compression Test Results SET 3 CYLLNDER t 02C31650 02C3103 02C3107 021.713108 CLTRIINTG METHOD Moist Moist Moist Moist CONDITION Good TESTED AT(days) 7 TOTAL LOAD(lbs) 72,000 PSI 2,550 BREAK TYPE D REFERENCEASTM C39,C143,C173.C31 TYPE A.CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E.COLUMNAR CYLINDER DIAMETER L=6" CROSSpS�ECTION7A�LAAREA = 26 27 SO.IN.CYLINDER LENGTH=12" �GrtL'�iF�RNGLtC �I13 N ) VALLE11C.7NC�ETESERVIC I'.3'11��;L3IeAkY.lkL1ll1'lC'i5;1itf)M1d.1iV1'HnVYJt.1550t1A'fES;.�YYL GRE THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SMALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY WLAP OR ANY OTHER GOVERNMENT AGENCY. THE FOREGOING INFORLMTiON IS THE PROPERTY OF CLIENTS.REPRCDIJCTION OR PLBLICATION ONLY WIT H OUR EXPRESS PERMISSION. Gu SPECIAL TESTING LABORATORIES NC. EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHERS. AREA OFFICES INbW46LIRY-HARTFORD-NEW HAVEN-NEW LONDON From:NUS Deprutment 203=91.2451 To:Join Collins Date.6111/02 Time:1:32:19 PM Page 3 of 3 r • Client:Bartlett Brainard Eacott Inc.,Bloomfield,CT S T L Project: Stop&Shop,Store 699,South Windsor,CT Contractor: Bartlett Brainard Eacutt Inc. SPEC AL TESTWO LALBO RkTORIES,ANC. Inspector:J.Carran0 PO liar 200 Bedtcl,Colnleeticut 09801 rlmt�o(203);43;2a1 Fer.(203);91 2451 Date: Mas•29,2002 Concrete Report CnNC'RFTF INSPECTION Wcathcr: Clear Air Tcmpciaturr: 75°Ft Concrete Supplier: Tilcon Cylinder Pick up Date: June 3,2002 f"T W(PST) Volume Inspected(cubic yards) 11.0 Total Volume Inspected to Date(cubic yards) 37.0 Inspection Start Time 1500 Inspection Finish Time 1630 Inspection Dtnation(hours) 1.5 Concrete Field Inspection and Test Results Field Set a 2 A-D Truck ft 074 Ticket ii 806009 Time Batchcd 1450 Time Discharge 1605 Air Content(%) 6.0 Slump(in::.hes) 3.25 Concrete Temperature(°F) 78 Density(lbs cu ft) 149.2 Locations: Footings: 1-B to 1-Cc. Remarks:None De-.ations from the Specified Test Methods: Non-- Concrete Con►pression Test Results SET 2 CYLINDER F 02C3101 02C3102 02C3103 02I-"3104 CURING METHOD Moist Moist Moist Moist CONTITION Good TESTED AT(days) 7 TOTAL.LOAD(lbs) 94,000 PSI 1-970 BREAK TYPE D REFERENCEASTM C39,C143,C173,C31 TYPE A:CONE TYPE B:CCNE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E:COLUMNAR CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 288 27 SO.IN.CYLINDER LENGTH=12" �p�eERAr^L CPIONEER�ALLEYCOhC ETESERVCESI'A'11�1 L4ItiU1tY.SRC'HI'1'>C'1'SE1tDM�N..' '1H?ViCJt.�.550(]4'f)S:.�YYIILIOIt THE RESULTS SHOLVN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY M/LAP OR ANY OTHER GOVERNMENT AGENCY. ad THc FOREGON3INFORI.MTION IS THE PROPERTY OF CLIENTS.REPRODUCTION OR PUB_ICATION ONLY WITH OUR EXPRESS PERMISSION. SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS. AREA OFfiCES N t1ANBU RY-HARTFAND-NEW HAVEN-NEW LONDON From:MS Departmert 233-791.2451 To::o1w Collau Date:6/6102 Time:1:48,08 AM Page 2 of 3 f Client: Bartlett Brainard Eac:utt.Inc.,Bloomfield,CT S T L Project: Stop&Shop, Store 699,South Windsor,CT Contractor: Bartlett Brainard Eacott Inc. SPECIAL TESTING LABOP A.TORIES,D C. Inspector: D. El-Ayoub Po Box 200 Bethel74312,Camect1 Fax(; 3)791245 Date:Juno 3,2002 Reinforcing(Rebar)Report Phone t2U33 7�?721i1 Fax(iU31 i91 24.1 PROGRESS OF WORK: An authorized representative of this firm was dispatched to the above project site to inspect Reinforcing Steel in accordance iNith drawings and specifications provided. The fullotiiing is noted: LOCATION(S): A) Foundation wall on Column Line H from 1 to 3. B) Foundation wall on Column Line 1 from H to C. COMMENTS: Special Testing Laboratories, Inc. certifies that all bars seek are properly sized and located and that minimum cover can be obtained. We do not accept responsibility for any movement that may occur subsequent to our inspection. DRAWING(S): No. S4/12 By:NOB Revision: NIA Dated:02/21l02 Approval Date:02/21/02 REPORTED TO:Clicnt;Building Official;Owncr Representative;Landry Architects, Erdman Anthony&Associates; Appledore Engineering Inc. Respectfully submitted, SPECIAL TESTING LABORATORIES,INC. Richard Speciale-Director John Hardman,P.E. Vice President Vice President THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE"MPLES TESTED. TIES REPORT SPAT L NOT BE USED TO CLAM PRODUCT 1•"'NDORSEN=BY IATAP OR.V 1 OTHER GOB EFi�IJ11rT HI AGM CY THE Fl13EOt LYii INTORINIATICN IS TIM FRO?ERTY OF CLI12M. REPRODUCIICN OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION. SPECIAL.TESTING LABOPATORIES,INC.EXCLUDES ALL LIA311=FOR WORK PERFOPMED BY OTHERS. Rg AREA OFFICES IN DANBURY-HARTFORD-\EW HAVEN-NEW LOA'DON From:MS DepaAnmat 203-191.2451 To:John.Collins Date:6?6;02 Ture:1:48.08 AM Page 3 of 3 j Client: BaraAL Brainard Eacott Inc.,Bloomfield,CT S T L Project: Stop&Shop,Store 699,South Windsor,ur Contractor: Bartlett Brainard Eacott Inc. SPECIAL TESTING LABORATORIES,INC. Inspector: D. El-Ayoub Po Box 200 Bethel,Cormecticut 06801 Date: May 31 2002 Concrete Report Phone t203)743 7281 Fax(1,03)7912451 ae: , PROGRESS OF WORK An auft iced representative of this firm was dispatched to the above project site for a scheduled concrete inspection. However, at approximately 10:20 am,*.his concrete inspection was postponed by Gerry G. Special Testing Labs will be notified for rescheduling of this concrete inspection. REPORTED TO: BU II.L)WO OFFICW, OWNER 2EPRESEN LME; LkAT;RY ARCHITECTS; ERI)UkN.kNTHONY & ASSOCUTES, .J&PLEDORE ENGINEEPING INC..MOIL V.k='CONCRETE SEM ICES Respectfully submitted, SPECIAL TESTING LABORATORIES,INC. Richard Speciale-Director Vice President John HardlnaiL P.E. Vice President THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SANTPl ES TESTED. THT4 RFFORT STiAT T,N.)T RR ITI,M TO Cr.AM PRODTT(T TNT)ORSFA(F'NT RY NNTAI)OR A'NY OTHFR Q)LFRMFFNP 4CFir(ti' Ou THE FOREGUNO INFORMATICN IS THE PROPERTY OF MIENTS.REPRODUM- CN OR PUBLICATION ONLY WITH OUR ENPRESS PEP.MISSION. SPECIAL TESTING LABORATORIES.INC.EXCLUDES A11 LTABI=FOR WORT:PERFO]MED BY OTHERS. ARFA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON Special Testing Laboratories Inc. PO Box 200,Sahel.CT 06801.Tel.(203)743 7281 Fax(203)7912451 y 31, 2002 Jol.n Collins Bo ilding Official 15.10 Sullivan Ave., So .Lth Windsor, CT FA.,C#: (860)644-3781 Su"Ject: Special Inspector Services Stop& Shop S. Windsor Town Center plaza Deg z Sir, I a:a writing to you to confirm that I will be providing the Special Inspector service for the pre`:*iect. I have prepared a Schedule of Special Inspections for the structural engineer to review art. sign. I will ask him to forward the completed document to you as soon as possible. Ur..,:il the document is completed I will assume that the conventional inspection program for a building like this will be enacted. Inspections of all reinforcing concrete and soils placements wil I be completed. I li,.:pe that this situation is acceptable to you, if not please call me Sir:;,erely „l l-:n Hardman PE Vice President cc Sue Coiner.BBBcE,Fax(860)243-8929 Construction Matcrial'inspection 8 Testing Services Page 1 TO/T0 30Vd SSCI JNIISM -IdI03dS OTTSBVL£OZ LOST ZOOZ/1E/90 BBE BARTLETT BR"4ARD FACOTT 0 70 Griffin Road South,Bloomfield, CT 06002-1352 (860)242-5565 Fax(860)243-8929 SUBMITTAL# DATE: May 3, 2002 TO: JOB: Super Stop &Shop Store#699 ,Town of South Windsor Town Center Plaza South Windsor, CT SUPT: JOB#: 1376 SPEC SECTION: SUBCONTRACTOR: WE ARE SENDING YOU THE FOLLOWING DATA QUANTITY I DOCUMENT NUMBER I DESCRIPTION I CODE 1 I 1 original Stamped Special Inspection Letter 6 CODE-THE ABOVE DOCUMENTS ARE: [ ] 0. FOR APPROVAL [ ] 4. REVISE AND RESUBMIT [ ] I. APPROVED [ ] 5. RESUBMISSION NOT REQUIRED ( j 2. APPROVED AS NOTED [ J 6. INFORMATION [ ] 3. REJECTED [ J 7. OTHER REMARKS: cc: File Fireproof(T and Original) File 1376:13 Testing(T and Copy) By: Susan Eacott Comer Job (T and Copy) Project Manager Special Testing Laboratories (T and Copy) ' 'ERDMAN �IV pc @ P1 rg Mft ANTHONY . MAY 0 2 2002 BARTLEITBRA WO EACQTT Ikc. STRUCTURAL TESTS AND INSPECTIONS �.•`• �ONNfC���'•. Project ••`�c,� .•....... TiC' Super Stop and Shop �.Q••��'�t H q<< .s •: Ellington Road ;EI '`sa South Windsor ,ass �. 00• Of'o.r.••° • Structural Engineer of Record (SER) '•.,ESS�pN ,..'• Kenneth Alley P.E. Conn. License No. 12653 Testing Agency 1 Geotechnical: Special Testing Labs 2 Concrete: Special Testing Labs 3 Structural Steel: Special Testing Labs Agency Description Foundations 1 Perform laboratory and field tests as required to verify adequacy of soils to support building foundations and slabs. Submit copies of all tests and reports for record. Provide written certification that all materials and construction methods are in conformance with project specifications and recommendations of the geotechnical report. SER Review concrete mix design submittals for required historical documentation and compliance with ACI requirements. Review reinforcing steel shop drawings for compliance with contract documents. Provide 1 site visits during foundation construction. Employee Owned—Quality Driven One Lewis Wharf,Atlantic Avenue,Boston,MA 02110 Triv Telephone 617 742 7799 :Facsimile 617 742 7508 www.erdmananthony.com a� 2 Provide laboratory and field tests as required to verify that concrete is batched and placed in accordance with construction documents, approved mix design, 780 CMR Chapter 19 and ACI standards. Verify proper instillation of reinforcing steel in accordance with approved shop drawings and ACI standards. Submit copies of all tests and reports for record. Provide minimum inspection of concreting operations in accordance with 780 CMR Table 1705.6.3. Provide written certification that all concrete work is in conformance with contract documents and reference standards Structural Steel SER Review structural steel shop drawings and other submittals to verify conformance with contract documents. Review and approve elements that are required to be designed by the fabricator. Provide 1 site visits during structural steel construction. 3 Inspect all steel materials in accordance with 780 CMR Table 1705.5.2. Inspect all structural steel,joists and metal deck work and verify compliance with AISC, SJI and SDI criteria, and contract documents. Minimum inspection program to be in accordance with 780 CMR 1705.5.3. Submit copies of all tests and reports for record. Provide written certification that all structural steel work is in conformance with contract documents and applicable standards. 3 Inspect instillation of all connections welded or bolted to structural steel and verify compliance with AISC criteria and approved shop drawings. Submit copies of all tests and reports for record. Provide written certification that all materials and erection methods are in conformance with project specifications, fabrication drawings and AISC criteria. Slab on Grade SER Attend slab on grade coordination meeting. Fabricated Assembly SER Provide inspection of fabricated assemblies as directed. Final Report SER Provide final report certifying the program of structural tests and inspections has been satisfactorily completed. ERDMAN ANTHONY MA MATERIALS TESTING, INC. i - 200 ROWE AVENUE •MILFORD, CONNECTICUT 06460•(203)878-2765 871 STAFFORD ROAD•EAGLEVILLE,CONNECTICUT 06268•(860)487-1972 NVLAP#0320 COMPRESSION TESTS (6" X 12" CYLINDERS) ASTM C-39 Specific Scope Accredited ``\o``` �ClO1IN ',' ,- c>' /i M-156 CLIENT The Dennis Group, LLC 1391 Main Street Springfield, MA 01103 �- Attn: Mr. Nick Psaltis PROJECT Carla's Pasta ' '.'6'� Talbott Lane ''j" "'' South Windsor, CT06074 / / ' LOCATION Slab on grade (infill repairs)packaging area 0 CONCRETE SUPPLIER Tilcon Concrete DATE CAST 05-10-02 DATE RECEIVED 05-13-02 TEMPERATURE-AMBIENT 68 OF CONCRETE 72 °F SLUMP 4 ON AIR CONTENT 3.3 % TRUCK NO. 117 SAMPLING TIME 10:30 a.m. CYLS.CAST BY Materials Testing, Inc. REQUIRED STRENGTH -PSI 4000 CEMENT, LBS./CU.YD FINE AGGREGATE, LBS.1CU.YD COARSE AGGREGATE, LBSJCU.YD. WATER,GALS.1CU.YD ADMIXTURES Mid range Plasticizer AGE CYL. DATE COMPRESSIVE CYLINDER NOS. DAYS WTS. TESTED LOAD-LBS. STRENGTH -PSI M-8257 7 29.87 05-17-02 94,000 3320 M-8258 28 29.69 06-07-02 M-8259 28 29.81 06-07-02 r-M-8260 Spare 29.84 r Spare fw enals Testing, I Frank A. Soucy 1 cc: Client 1 cc: Szewczak Associates 1 cc: Town of South Windsor Smc Test reports may not be reproduced without the express permission of Materials Testing,Inc.Test reports must not be used to claim product endorsement by NVLAP or any agency of the U.S.Government. Results only relate to items tested. NVLAP accredited for the specific scope of accreditation under Lab Code 100320. B D C BOB D. CAMPBELL& CO., INC. Structural Engineers—Since 1957 Chief Executive Officer Don H.Luellen,P.E. 4338 Belleview President Kansas City, MO 64111 Michael J.Falbe,P.E. (816)531-4144 FAX(816)531-8572 Michael F.Quinlan,P.E. Melvin H.Proctor,P.E. Lee S.Johnson,P.E. Steven R.Carroll,P.E. Richard C.Crabtree,P.E. Wayne E.Davis,P.E. Administrative Manager TRANSMITTAL LETTER Paul M.Spena DATE: May 2, 2002 TO: John R. Collins, Chief Building Official Town of Windsor ADDRESS: Town Hall 1540 Sullivan Avenue South Windsor, Connecticut 06074 RE: DST Output Facility TRANSMITTING: DWG. NO. COPIES DESCRIPTION REMARKS 1 Statement of Special Inspections Signed& Sealed 1 Schedule of Special Inspection Services 1 Final Report of Special Inspections BOB D. CAMPBELL&CO., INC. Structural Engineers BY: Michael J. Falbe, P.E. VIA: U. S. Mail ANNIVERSARY cc: File/TSCO201 km t . q r, /2002 15:57 2037485110 SPECIAL TESTING LABS PAGE 02/02 Client: Bartlett Brainard Eacott Inc., Bloomfield, CT S T L Project: Stop & Shop, Store 699, South Windsor, C''I" Contractor: Bartlett Brainard Eacott Inc. EXPEDITE SPECIALTESM0 1-43ORATORIF.5,INC. lab Technician: L. Hankins Revised & Ri-!issued 6/11/02** PO Box 200 Bethol,Connecticut 06801 Phone(203)743 7281 Fox(203)7912451 Date: May 21, 2002 Report Ni i.S-0138E PROC CERTIFICATE OF TEST AND ANALYSIS Material: Onsite- Brown SAND, little Gravel, little Silt. Received: May 21, 2002 -Picked up by M. Shaw (STL) Marked: Sample No. 02SO13SE Test Method: Maximum Unit Weight., Dry (lbs./cu.ft.) ASTM D1557 ME7'':?0D C, Material Analysis ASTM C136, D1140 Examined with the following results: SIEVE %PASSING SPECIFICAnONS 11/2" D0.0 NIA 3/4" 100.0 1/4" 91.1 44 58.4 # 10 79.8 440 37.0 # 100 :34.2 #200(Washed) 17.6 Estimated Bulk Specific Gravity - G = 2.70 ** Optimum Water Content: 8.7 Flo ** Max. Unit Weight, Airy, (lbs./cu. ft.): 124.5 Reported To: Building Official; Owner Representative; Landry Architects, Erdman Anth(!i)y &. Associates; Appledore Engineering Inc.; Cherry Hill Demolition Respectfully�su�bmitted SPECIAL TESTING LABQRATORIES, D;C. �v ,.411 .%,,I�CONW�r��i, CT �'• oA ] !'woo r ���D ,`oOO�J roly�S(�CFiV3f;.•`f�1w� .. Richard Speciale-Director an, P.E. .. .." Vice President Vice President T'KE RESULTS SHOWN ON THIS REPORT RELATF ONTY TO THE SAbiPL.Es TESTED. THE FORRMS SOOIN�RFpR 0T10�I IS THE pROPERTYC Y OMF CRLIIEEN 3.RIpRODUG�ON O NVLAP OR R jaU A71ON O�YIXWITH O B IF PRE:'i PERMISSION. SPECIAL TF,STII�O LABORATORIES.INC.EXCLUDES ALL LIABILITY FOR W'ORS PERFORAI7rT)BX OILERS volt AREA OFFICES LN DAMIRY-HARTFORD-NHW HAVEN-NEW DONDON From:MIS Departrrad 203'91.2451 To:Jolm Collim Date:6/21YC2 Time:2.5::50 PM Page 2 of Client:Bartlett Brainard Eacutt Inc.,Bloomfield,CT S T L Project: Stop&Shop, Store 699,South Windsor,CT Contractor: Bartlett Brainard Eacott Inc. SPECL.%L TESTING LABORATOP.IEB,INC. Inspector: S. Murphy Po sox 207 3 729, fax(203)7 1 24 Date: June 14 2002 Field Density Report Yhenc(2U3)743 7281 Fax(_U31791 2451 e CERTIFICATE OF TEST MATERIAL: Onsite-Brown SAND,little Gravel,little Silt LOCATIONS: 1 Line,from Gb to D Line SPECIFIED COMPACTION REQUIREMENTS: 95% - All tests-A ere Accepted. Inspected the compaction of fill material. In place density tests taken,results noted below. 1NSM T DF.NSTTV TF.STS ASTM D-1556_ D-2167_ W2922 WSITU DRY APPRO)MMATE COMPACTION OPTU&M DENSITY NSrr T MOISTURE 'MST NO. ELEVATION IBS,'CLIBIC FOOT MOISTURE LBS UMIC FOOT COMPACTION°o 1. 95.30 12 4.5 8.7 113.7 8.8 95.4 2 .. 1194 93 95.1 3. 120.6 9.6 96.9 4. 120.4 9.2 96.8 5. 118.7 8.8 95.4 6. 119.6 9.8 96.0 7, 118.9 8.9 95.5 Remarks: Approximate elevations provided by contractor. .Material Tested: Similar to Proctor for Sample No.02S0138E Proc Dated: May 21,2002 ALL DATA NOT REPEATED IS TYPICAL Reported To:Client;Building Official;O«ner Representative;Landry Architects,Erdman Anthony&Associates;Appledore Engineering Inc.,Cherry Hill Demolition I Respectfully submitted, SPECIAL TESTING LABORATORIES,INC. Richard Speciale-Director John Hardman,P.E. Vice President Vice President 1W..RFSTT TS SHOWN ON THTS WPM RFT.ATF ONT.Y TO THE SAA/Pf.FS TFSTFT) THIS REPORT SHALL NOT BE USED TO CLAM PRODUCT E1,4DORSEMENT BY NVLAP OR ANY OTHER GOWFUN ENT ACIWCY. Gu THE FOREGONG ,To P?.IATICN I9 THE PROP:LTV CF CLIENTS REPRODUCTION OR PUBLICATION ONLY VM11 OUR ENPRESS PERIMSION. SPE(--ALTESMNG LABJ-RATORIFS,INC.EYCIUDFS ALLILAP,Mn-Y F07 WORK PEr4D?U,fED BY OTI1ERS. AREA OFFICES M DANBURY•HARTFORD-NE N HAVEA'-NEW LONMOni From:A4S Department 293=91 2451 To:;&m Coiling Date•c,6/20CZ Time:2:52:50 PM Page 3 of I t Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT S T L Project: Stop&Shop,Store 699,South Windsor,Cf Contractor: Bartlett Brainard Eacott Inc. SPECIAL TESTING LABORATORIES.INC. Lab Technician: L. Hankins PO Box 200 Bethel.C Fax(203)791 2 Date: Jung 14,2002 Report No. S-0164 PROC Phone(2u3)743 72>il Fax I2031791 2451 p CERTIFICATE OF TEST AND ANALYSIS MATERIAL: Onsite-Red GRAVEL and Sand,-trace Silt RECEIVED: June 11,2002 -Picked up by B. Schultz(STL) MARKED: Sample No. 02SO164-Marked"B"-Top 8"to 12"-Structural Fill TEST METHOD: Maximum Unit Weight, Dry(lbs.!cuft) ASTIM D1557 IMETHOD C, 3!4" Correction ASTM D4718-Material Analysis ASTNI C136 Examined with the following results: 02200-4 2.2.B SIEVE %PASSING SPECIFICATIONS 3 V2" 100.0 100 11;2" 100.0 - 314" 66.5 50-100 1/4" 50.9 44 47.2 25-75 a 10 38.8 440 20.7 _ 4 100 9.3 4200 4.9 ** ** The fraction passing the No. 4 sieve shal! have less than 10%9 passing the No. 200 sieve. Ibr this sample, the percentage of the No. 4 sieve passing the No.200 sieve=10.4%. Sieve size used to separate oversize particles=3/4" Percent by Nveieht of oversize= 11.2% Estimated Bull`Specific Gravity-G =2.70 Dr Unit Weight and Water ContcntTiner Fraction— 130.8,d! 8.9°.o 3/4" Correction Dry Unit Weight and Rater Content Total-Sample— 133.9,'�@,8.0% REPORTED TO: Client; Building Official: Omer Representative; Landry Architects, Erdman Anthony& Associates; Applcdorc Engineering Inc.;Chary Hill Demolition Resp�ee--tfully submitted, SPECIAL TESTING LABORATORIES,INC. Richard Speciale-Director John Hardman,F.E. Vice President Vice President T Hr P.LsrLTs SEre N ON Tms"POP.r RELATE O..ILY TO THE SAmpus TESTED. TFIIS REPORT SHALL.NOT BE USED TO CLA A PRODUCT EXDORSFAv1ENT BY TVLAP OR ANY CTHnt QOVFRNMPNT AQENCY. THE FOREWINQ INFORbL47I0N IS THE PROPERTY OF CLUDM. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION. SPECIAL TES TDW 1.ABOR4TORIES,INC.W.LlUDES 4L L LLABr=FuR WORK PERPORDIED 9Y OTEtE S. amr AREA OFFICES IN DANBURY-HARTTCRD-NEW HA%I N-NTE W LONMOl; From:MIS Depatnent 203=91-2451 To:John Collins Date:6,10V'02 Time:2:52:50 PM Page of 7 t Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT S T L Project: Stop& Shop, Store 699,South Windsor,Cl' Contractor: I3artlett Brainard Eacott Inc. SFECIAL TESITNG LP.HGRATOR[ES,INC. Lab Technician: L. Hankins PO ne(200 Bethel,Comect1 Fax(203)791 2 Date: June 17 2002 Report No. S-0166 PROC Phone(203)�43 7Z81 Fax(2031?91 Z451 , CERTIFICATE OF TEST AND ANALYSIS MATERIAL: Onsite-Brown SAND,little Silt,+trace Gravel RECEIVED: June 13,2002 -Pickcd up by J. Carrano(STL) MARKED: Sample No. 02SO166 -Marked"C'-Existing Subbase TEST METHOD: A-wdmum Unit Weight, Dry(lbs.'cu.ft.) ASTM D1557 METHOD C, Material Analysis ASTM C 136 Examined with the follorVing resultS: SIEVE '/o PASSING SPECIFICATIONS 11;2" 100.0 N/A 3'4" 100.0 1/4" 93.3 04 92.2 =10 99.1 40 78.7 0 100 43.6 it 200 13.1 Estimated Bulk Specific Gravity-GNj—2.70 Optimum eater Content: 11.0% Max. Unit Weight,Dry,(lbs./cu.ft.): 115.5 REPORTED TO:Client;Building Official;Owner Repres i*,ative; landr.•.architects, Erdman Anthony&Associates, Appledore Engineering Inc.,Cherry Hill Demolition Respectfully submitted, SPECI.AL TESTING LABORATORIES, INC. Richard Speciale-Director John Hardman, P.E. Vice President Vice President UEF RESULTS S OWN ON THIS REPORT RELATE ON'Y TO THE SAfv1PLES TESTED. THIS REPORT SAALL NOT BE USED TO CLAM PP.ODI:CT 2,,DORSEkM4T BY N%I.AP OR ANY OM R GOVENSAENT AGENCY. TIX FOREGCLnG NFORNLATION IS TIM PROPERTY OF CLIENTS.REPRODUCTICN OP,PCBLICATION ONLY MM OUR EXTRESS PER1NII3SION. SFF('IAI,TFSIRIf TARORATI)RTF4,i1J(.FXCiIinF4?.iIT.TARTITrY FOR WORK PFRFORxtmRY0IHFRS. oar AREA OFFICES IN DANBl1?Y-HARTFORD-NEW HACEV-NIr-V LON'DON Frorn:NIIS Depr u=l 203-19I-2451 To:7ctu:Collins Date-6'20/02 Time:2 52:50 PM Page 5 of Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT S T L Project: Stop&Shop, Store 699,South Windsor,CT Contractor: Bartlett Brainard Eacott Inc. SPECL�: TESMO LABOP MRIES,INC. Inspector: S.Murphy PO Bo-4 200 Bethel,Connecticut 06501 Phone(203)743'281 Fax(203)7912451 Date:Junc I 1120(?2 Soils Report PROGRESS OF AVORK An aulrxxizA-d representati%,e of this firm was dispatched to the also%a project site to conduct a soils inspection. STL inspector_-did not take any shots because there was no right proctor number and many different materials were on the job site. REPORTED TO: Client; Building Official; Owner Representative; Landry Architects, Erd,nan Anthony & Associates; Appledore Engineering Inc.,Cherry Hill Demolition Respectfully submitted, SPECIAL TESTING LABORATORIES,INC. Richard Speciale-Director Jolm Hardman,P.E. Vice President Vice President THE RESLLTS SHOIAN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED Ells REPORT S!A L NOT BE USED TO MAN FRODUCT L\DORSL MN7 BY-h'VLAP VP ANY OTHER GONERN,\=AGENCY. THE FOREGOING FORMATION IS THE PROPERTY GF C[MNM REPROD MON OR PUBLICATION ONLY WrTH OUR EA'PRESS PELIMSION. SPFCTAT.TFST[NCr T.AT;ORATORTFS,TN r.F.X(T.T1nFti AT,T,TJARTTITY R)R W()RK PF RFORTtfFT)RY OTHERS. Rg ARFA OFRCES LN DA)MUY-H.4RTFOFD-NEW HAM-NL-w LOIdDOV From:MIS Depwinm t 233 191 2451 To:John Collmi Date:612OX2 Time:2:52:50 PM Page 6 of 7 t (lient: Bartlett Brainard Eacott Inc.,Bloomfield,CT S T L Project: Stop& Shop, Store 699,South Windsor,CT Contractor: Bartlett Brainard Eacott Inc SPECLA:,TESTING LABORATORIES,1NC. Inspector• S. Murphy Po Box 200 Bethel,ConFax(2 3) 1 2 ` pate: June 13 2002 Soil Sampling Report Phone�ZU3)7�1?;281 Fax(_U3)7y1 2-0_! r PROCRESS OF WORK(SAXIPLE PICK UP) All authorized representative of this firm w as dispatched to the above project site to collect soil samples already prepared for testing. The STL inspector collected a S-gallon buck of material for testing. It was indicated that this was"oMite" material. The sample was then delivered to the lab for subsequent testing. Reported To: Building Official;Owner Representative;Landry AI•chitects,Erdman Anthony&associates;Appledore Engineering Inc.,Cherry IIill Demolition Respectfully submitted, SPECLIL TES'rING LABORATORIES,INC. Richard Speciale-Director John Hardman PE Vice President Vice President 1Hr Z1 SUL'.'3 SHOWN UN IHLSM20Rl REIA'II:ONLY TU'1'H1:SAMPLLSTESIED- THIS REPORT SHALL NOT BE USED TD CLAM PRODUCT E'ND0RS2,1P_N`T BY N\T-AP OR ANY OTHER GOVERI MEi`T AGENCY. Gu THE FOREGOING INFUFMATICN Is THE FROPEF.TY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WIIH OUR EXTRESS FE MSSION. SPECIAL TESTING LABS)RATORIES,INC EXCLITMS ALL LL%BE=,FOR WORK PERFOR\MD BY CITAERS a R FA OMr FS TN rANAi rRl'-HARITOR f)-VFW HAVEN-NFW T 7NDON ,vTBrr oUR W1:H srm AT W W W.IICo1Cct.ncl/-3tl From:AIIS Depar4rent 233-791.2451 To:John Collins Date:6/20;02 Time:2:52:50 F:vI Fage 7 of 7 Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT S T L Project: Stop&Shop,Store 699,South Windsor,CT Contractor: Bartlett Brainard Eacott Inc. SPECIAL TESTING LABORATORIES,INC. Lab Technician:L. Hankins Phone o ( 0 B h lae 2iO3) 9 ne2337, 71q51 Date:June 13,2002 Report No. S-0163 PROC CERTIFICATE OF TEST AND ANALYSIS MATERIAL: Onsite-Red SAND,little Silt,-trace Gravel RECEIVED: June 11,2002 -Picked up by B. Schultz(STL) MARKED: Sample No. 02SO163 -Marked`N'- Subbase 12" TEST METHOD: Maximum Unit Weight, Dry(lbs.!cu.fi.) ASTM D1557 METHOD C, Material Analysis ASTM C 13 6 Examined with the following results: SIEVE °o PASS ING SPECIFICATIONS IIj'2" 100.0 N/A 3/4" 100.0 1/4" 98.7 ff 4 98.5 #10 96.9 420 93.6 040 82.3 450 55 i #100 27.6 #200 1 15.9 Estimated Bulk Specific Gravity-GM=2.70 O tim Water Content: 11.8 AiPax. Unit Weight,Dry,Ohs./cu.ft.): 112.3 REPORTED TO:Client;Building Official;Owner Representative;Landry:architects, Erdman Anthony&Associates; Appledore Engineering Inc.,Cherry Hill Demolition Respectfully submitted, SPECIAL TESTING LABORATORIES, INC. Richard S,peciale-Director John Hardman, P.E. Vicc President Vice President TI IL ItESCLiS SIIOArN ON TIES RCPORT RLIATL ONLY TO T1IL SAhIPLLS TESTED. THIS REFORT SF dL T NOT BE USED TO CLAM PRODUCT EN70RSE1 j BY N\ZAP OR ANY OTHER GOVER'MLI -r AGENCY. :III:FOREOCINO INFORMATION IS THE PRO?ERTY OF CLIENTS. ?TTRODUCnON OR PUBLICATION ONLY WITH OUR E??RESS PEF-IISSION. SPECIAL TESTING LABORATORIES,INC.EXCLUDEs ALL LIA.3n=FOR WORK PERFOR14M BY OTEF—M& oux AREA OFFICES IN DANBLT Y-HARTFORD-NEW HAVEN-NEW LONDON From:MIS Depubna t 203-791.2451 To:John Collins Div.6114/C2 Tithe:-16:50 P:V: Page 2 of 4 y T Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT S T L Project: Stop&Sliop,Store 699,Soutlt Wutdsor,CT Contractor: Bartlett Brainard Eacott Inc. SPF.CL4L.TESTING LiLBOR.kTOFcIES,NC. Inspector: D. El-Ayoub PO Box 2(X)Redid,Cotuiccdcut 06801 Phonc(203)743 7261 Fax(203)701 245t Date: June 3,20D2 Concrete Report CONCRETE INSPECTION Wcathcx Clear Air Tullperatmie. 740Ft Concrete Supplier: Tilcon Cylinder Pick up Date: June 7,2002 MASS(PST) 3,()()D Volume Inspected(cubic yards) 50.0 Total Volume Inspected to Date(cubic yards) 125.0 Inspection Start Time 1300 Inspection Finish Time 1530 Inspection Duration(hours) 2.5 Concrete Field Inspection and Test Results Field Set a 4 A-D Truck r 117 Ticket ii 806175 Timc Batched 1222 Time Discharge 1310 Air Content(%) 2.0 Slump(inches) 4.0 Concrete Temperature(°F) 76 Density(lbs cu ft) 147.7 Locations: Foundation wall on Column Line 1,from H to C;Foundation gall on Column Line H,fL•om 1 to 3. Remarks:None Deviations front the Specified Test N1[ethods: None Concrete Compression Test Results SET 4 CYLINDER t 02L3261 02C"3262 02C3263 621-"3264 CURINTG METHOD Moist Moist Moist Moist CONDITION Hood TESTED AT(days) 7 TOTAL LOAD(Ibs) 80.000 PSI 2,8 BREAK TYPE D REFERENCEASTM C39,C143,C173,C31 TYPEA:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR .TYPE E COLUMNAR CYLINDER DIAMETER =S" CROSS SECTIONAL AREA = 288..27 SQ.IN.CYLINDER LENGTH=17' EAt Ong FRBJINC. THU ILE ALLY LO CIfC�TE SER CESr.VIIXI;L4NDkY AkCHI1•EC""x EXDM-kN?.N'i•H0NY&.kSS0(1VrhS.-kPPLEDORE THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY. Gu THE FOREODNG INFORMATION IS THE PROPERTY OF CLVITS. REPRODU6TION OR PLBLICATION ONLY WITH OUR EXPRESS PERMISSION. SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS. AREA OFFICES N bkNBLRV•HARTFORD-NEW HAVEN-NEW LONDON From:MIS Depm t nett 203-791-2451 To:John Collins Date.6114102 Time:4.11 6:50 PM Page 3 of 4 Client:Bartlett Brainard Eacott.Inc.,Bloomfield,CT S T L Project: Stop&Shop,Store 699,South Windsor,CT Contractor: Bartlett Brainard Eacott Inc. SPECLXL TESTING LABORATORIES,INC. Inspector:D. ElAyoub *Revised&Reissued 0&12/02 PoneBox 200( 03)Bethel,Connecticut 06301 Date: * Nfa 31,2002 Reinforcing!Debar Report Y;1ene(2U3)743'2Z31 Fax(203)7912451 S ��" � p PROGRESS OF WORK: An authorized representative of this firm was dispatched to the above project site to inspect Reinforcing Steel ui accordance with dra«ings and specifications provided. However,the scheduled inspection was postponed by Jerry Gundersen at 10:20 am on 5MI02. REPORTED TO: Building Official; OiNuer Representative; Landry Architects, Erdman Anthony & Associates; Appledore Engineering Inc. Respectfully submitted, SPECIAL TESTING LABORATORIES, INC. Richard Speciale-Director John Hardman, P.E. Vice President Vice President THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAWLES TESTED. THIS REPORT SHALL NOT BE USED TO CLAMI PRODUCT 0"DORSEAXENP BY NNT.AP OR ANY OTHER GOVERNI%=AGENCY THE FOREGCING INFORI ATION IS THE FROPERTY OF CIM rS. REPRODUCTION OR PUBLICATION ONLY N11T H OCR EATUMS PERMISSION. jm SFECIAL TESTING LABORATORIES,INC.EXCLUDES ALL LIAB1I=FOR WORK PERFOP,MM BY OTIIL•RS. AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LONDON From:MIS Department 203-'791.2451 To:John Collins Date:6114lC2 Time:4:16:50 P?%i Page 4 o:4 Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT S T L Project: Stop&Sliop, Store 699,South Windsor,CT Contractor: Bartlett Brainard Eacott Inc. SPECLkL.TESTING LABOR.I.TORIES,INC. Inspector•J.Carr~ano PO BJX vio Bctltci,Cmulcctiwt 06NOI Phone(203)743;291 Fax(203)791 2451 Date: May 28,2002 Concrete Report CONCRETE IN SPRCTION Weather Clear AirTcrapmaturc: 750Ft Concrete Supplier: Tilcon Cylinder Pick up Date: June 7, 2002 MASS (PST) .+,0(h') `'olunie Inspected(cubic tardy) 26.0 Total Volume Inspected to Date(cubic yards) 26.0 Im,pection Start Tine 1400 Inspection Finish Time 1600 Inspection Duration(hours) 2.0 Concrete Field Inspection and Test Results Field Set tt 1 A-D Truck 112 Ticket 905967 Tirlrc Batchcd 1345 Tine Discllarge 1440 Air Content(%) 6.5 Slump(incites) 3.75 Concrete Temperature(°F) 76 Density(Ibs cu tt) 149.2 Locations: Footings: 1-Cc to 1-G. Rentarks: STL driver made two attempts(05/30,06/03)and could not locate cylinders. Cylinders were located at site on June 7,2002. De% atlons from the Specilled Test Methods: None Concrete Compression Test Results SET 1 IMM'DER i; 02t-'3253 02t13254 62C3255 02C3256 CLIR 0 h4ETHOD Moist Moist MuisL MoisL CONDITION Good TESTED AT(days) 14 TOTAL LOAD(lbs) 102,000 PSI 3,1510 BREAK TYPE D REFERENCE ASTM 039,C143,C173,C31 TYPEA:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPED:SHEAR TYPE E'COLLIMNAR CYLINDER DIAMETER =6" CROSS SECTIONAL AREA = 28.27 SO.IN.CYLINDER LENGTH=12' C[rENl BU II-DING OFFICL�0%%"NEF REPRESENfATNE;LkNDRY ARCHITECT&ERDNL�.N.ILNPHOV`i,k.,LScnLMATES,.AYPLEDORE NUFRT& ONEER VALLEY CONCRETE SERVICES THE RESULTS SHOWN OIJ THIS REPOItT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT E14DORSEMENT BY KKI AP OR ANY OTHER GOVERNMENT AGENCY. Gu THE FOREGOIN3INFORMATON IS THE PROPERTY OF CLIENTS.REPRCOUCTION OR PUB.ICATION ONLY WITH OUR EXPRESS PERMISSION. SPECIAL TESTING LABORATORIES iNC EXCLUDES -UTFVENN PERFORMED BY OTHERS. AREA OICESNLk&RH RRD-NEW HAVE NEW ON From:MSS Department 203=91 1.331 To:John Collin Date:',W02 Time:12:43:00 PM Page 2 of 10 4 Client: Bartlett Brainard Eacolt Inc.,Bloomfield,CT S T L Project: Stop&Shop, Store 699,South Windsor,C"f Contractor: Bartlett Brainard Eaeott Inc. SPECUL TESTING LABORATORIES,INC. Inspector: S. Murphy Pone(U3)Bethe7431t. 1 Fax(203)'912 Date: June 24 2002 Reinforcing(Rebar)Report ut 0680 Phone{2U3)733 .2M1 Fax{.U3)791 2 i51 ►+ PROGRESS OF WORK: An authorized representative of this firm«vas dispatched to the above project site to inspect Reinforcing Steel hi accordance with draNAings and specifications provided. The following is noted: LOCATION(S): Wall for produce tent on A-c Line. COMMENTS: Special Testing Laboratories, Inc. certifies that all bars seen are properly sized and located and that iniIIii nurn cover call be obtained. We do not accept responsibility for any movement that may occur subsequent to our inspection. DRAWING(S): No. S-4 By: Ar(bnlan/Anthony Revision: 4 Dated: 2-21-02 Approval Date: 5-25-02 REPORTED TO:Client;Building Official;Owner Representative;Landry Architects, Erdman Anthony&:Associates; Appledorc Engutcering Inc. Respectfidly submitted, SPECIAL TESTING LABORATORIES,IN`TC. Richard Speciale-Director John Hardman, P.E. Vice President Vice President ME RESULTS SHO AW ON TICS REPORT RELATE ONLY TO THE SAMPLES TESTED. THT;REPORT SHAI T.NOT RF ITSFT)TO C1ATM PRODUff FNT)ORSFAfRW RY NA7 AP OR ANY OTFTFR W�F.RNXrFNT 4,rTN(7V TIM FOREGCD O INFORMATION IS THE FRO?ERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY NVI TH OUR EXPRF—Q3 PERMISSION. Jm SFECIAL TESTNG LABORATORIES.INC.EXCL.UMES ALL LTABILTTY FOR WORK PERFORATED BY OTHERS. AREA OFFICES IN DANBURY-HARTFORD-NEW HAVEN-NEW LOh'DON From:k9S Depxtnx l 203=91_431 To:John Colluu Date:'.13•'02 Time:12.43:00 PNI Page 3 of 10 T Client: Bartlett Brainard Eac,ott Inc.,Bloomfield,CT S T L Project: Stop&Shop, Store 699,South Windsor,CT Contractor: Bartlett Brainard Eacott Inc. SPECIAL TESTWO LILBORATORIES,1rC• Inspector: S.Mu1phy PO Box 2W Braid,Cold;Caicut 06801 Phenc(203)733 7291 Fas(203)791 24SI Date:June 20,2002 Concrete Report. CONCRETE INSM'TION Weather: Clear Air Te111pmature: 91°Ff Concrete Supplier: Tilcon Cylinder Pick up Date: June 21,2002 CLASS(PST) 3,000 Volurne Inspected(cubic yards) 25.0 Total Volume Inspected to Date(cubic yards) 3 14.0 IMpeetion Start Time 1400 Inspection Finish Time 1630 Inspection Duration(hours) 2.5 Concrete Field Inspection and Test Results Field Set a 17 A-D Truck r 6965 Tickrt F 1420 Tunc Batchcd 1527 Air Content(40) 4.0 Slump(imltes) 4.5 Concrete Temperature(°F) 77 Density(lbs cu ft) 150.2 Locations: Footingg for loading dock: 1 Line to 1.9;B Line to A.6: 1.8 Line,A to B. Footing Piers: EA and Rd on 7 Line; Rd on 5.9;Co7unrr15.34 on Re Line. Reniarkc:None Deviations front the Specified Test Methods: No11e Concrete Compression Test Results SET 17 tMR NDER F 02C,3545 02C3546 02C3547 02C3548 (-'=G METHOD Moist Moist Moist Moist CONDMON Hood TESTED AT("-s) 7 TOTAL.LOAD(lbs) 87,000 PSI 3,080 BREAK TYPE D REFERENCEASTM 039,C143,C173,C31 TYPE A:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPED:SHEAR TYPE E.COLUMNAR CYLINCER DIAMETER =f" CROSS SECTIONAL AREA = 28.27 SQ.IN.CYLINDER LENGTH=17' Repported To'CUE T;AU 1L.D1Nt3 OFFICLILL,OW-NI REPREL:ENP.ATIS'E;LkNE)F_Y AkCHITECT3;ERDMAN ANTHON�'&.k33OCLLTES..tPPLEDORE F�1rFR1NG NC.;PIONEER VALLEY CONCRETE SERVICES THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SHALL NCT BE USEC TO CLAIM PRODUCT ENDORSEMENT BY MJLAP OR ANY OTHER GOVERNMENT AGENCY. Ou THE FORE0DN6INFORMATION IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PLBLICATION ONLY WITH OUR EXPRESS PERMISSION. SPECIAL TESTING LABORATORIES INC. EXCLUDES ALL LABILITY FOR WORK PERFORMED BY OTHER. AREA OFFICES N bk(BURY•HARTFORD.NEW HAVEN•NEW LONDON From:MIS Depwtnent 203'91.2451 To:John Collin Date:7/3/02 Time:12:43:00 PM Page 4 of 10 T Client: Barden Brainard Eacott Inc.,Bloomfield,CT TS L Project: Stop&Shop, Store 699,Soutl<Windsor,CT Contractor: Baitlett Brainard Eacott Inc. SPECL►L.TESTING LkR6P ATOBIES,NC. Inspector• M. Signorelli PC)Box 200 Bttltcl,Co trcticut 06801 Plan(203)743 7291 Far.(203)711 24SI Date,May 30,2002 Concrete Report CONCRETE iNSPRCTION WcathCr: Cloudy AirTCnlpelatuic: 83°F± Concrete Supplier: Tilcon Ct-linder Pick up Date: June 3,2002 MASS (PST) i,000 Volume Inspected(cubic yards) 39.0 Total Volume lnspccted to Date(cubic yards) 75.0 Inspection Start Time 1500 Inspection Finish Time 1630 Im-pcction Duration(hours) 1.5 Concrete Field Inspection and Test Results Field Set iz 3 A-D Truck 135 Ticka 906050 Time Batchcd 1416 Time Discharge 1530 Air Content(%) 5.0 Slump(inches) 3.25 Concrete Temperature(°F) 72 Density(lbs cu ft) 149.7 Locations: North Footing.,from H and I to 5.2 and F.B. Remarks:None. De%iations from the Specified Test Methods: None Concrete Compression Test Results SET 3 CYLINDER e 02k-'31050 02C3100 021-"3107 02C3108 CURING METHOD Moist Moist Mcist Moist I-'ONTDM(-)N Good Good Good Good TESTED AT(days) 7 28 28 28 TOTAL LOAD(1bs) 72.000 113,000 111,500 114,500 PSI 2,550 4,000 3,940 4,050 BREAK TYPE D D D D REFERENCEASTM C39,C143,C173,C31 TYPE A:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE D:SHEAR TYPE E:COLUMNAR CYLINDER DIAMETER =S" CROSS ed To SECTIONALAREA = 28.2I'7.�'8 l.0l.E IN.CYLND ER LENGTH=12" 118, P :AC'� NEACy;OEx!PRSSL4NDkY.%,RC1RTEC'r5:HR1) vLkN.1LN'rHONY r )BER VLLEYO TE SERVICE !t.�S5GC1�'f1 S,.iPFI L10kf THE RESULTS SHOWN ON THIS REPORT RELATE ONLY 1'D THE SAMPLES TESTED. THIS REPORT SHALL NOT BE USED TO CLARA PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY. THE FOREGOING WFORMATION IS THE PROPERTY OF CLENTS.REPRODUCTION OR PLBLICATION ONLY WITH OUR EXPRESS PERMISSION. Gu SPECIAL TESTING LABORATORIESA'N��^ EXCLUGES ALL LABILITY FOR WCRK PERFORMED BY OTHERS. AREA OFFICES INbWZLIRY-HARTFORD-NEW HAVEN-NEW LONDON From:MIS Depattmeat 203-791.2451 To:John Collins Date:7/3102 Time:12:43:00 PM Page 5 of 10 Client: Bartlett Brainard EacoLt Inc.,Bloomfield,CT S T L Project: Stop&Shop, Store 699,South Windsor,CT Contractor: Bartlett Brainard Eacott Inc. SPECIAL TES 1IG LABORATO]Us,INC. Inspector: S.Murphy PO Box 200 Bethel,Connecticut 06801 Phone(2U3)743 7281 Fix(20.1791 2451 Date: June 27,2002 Field Density Report CERTIFICATE OF TEST MATERIAL: Burrow LOCATIONS: All tests taken at receiving area 4 2 1.6 to 1.8 from A.b to B. SPECIFIED COINIPACTION REQUIREMENTS: 95% - All tests were Accepted. Inspected the compaction of fill material. In place density tests taken,results noted below. INSITU DENSITY TESTS ASTN1 D-1556_ D-2167_ D-2922 TEST NO. INSITU DRY APPRONZIATE COMPACTION OPTIMUM DENSITY INSITU MOISTURE ELEVATION L13S/CJI31C NUUI' MOISTURE LbSICUBIC FOOT COMPAMON% 1 95.30 139.6 6.9 136.1 3.3 99.1 2 " 133.9 3.7 96.6 3 133.1 3.5 96.0 4 132.6 3.7 95.6 REMARKS: Approximate elevations provided by contractor. MATERIAL TESTED: Similar to Proctor for Sample 1\o. 02SO 160 PROC, Dated: 061'11/02 ALL DATA NOT REPEATED IS TYPICAL REPORTED TO: Client-, Building Official; Owner Representative; Landry Architects, Erdman Anthony & Associates; Appledore Engineering Inc.,Cherry Hill Demolition Respectfully submitted, SPECIAL TESTING LABORATORIES,INC. Richard Speciale-Director John Hardman,P.E. Vice President Vice President THE RESULTS SHORN ON THIS REPORT FFLITE ONLY TO THE SAUTLES TESTED. TH:S REPORT SFLULNOT BE USED TO CLAIM,PRODUCT ENDORSE EVT BY NtiLAP OR ANY OTHER GGVERNNENT AGE1 CY. THE FOREGOING 51FORWAMON IS THE PROPERTY OF CLIENT& REPRODUCTION OR PL'BLICAITON ONLY WITH CUR E)RESS PERT LMSION. SPECIAL TESTING LABORATORIES.INC.EXCLUDES ALL LIABILITY FOR WORK PERFORMED BY OTHERS. Rg AREA OFFICES IA DANBURY-HARTFORD-NEW HAVEN-NEW LONDON From:NIIS Depwtnent 203-791.2451 To:John Collim Date:7,3.'02 Time:12:43:00 Pal Page 6 of 10 Client: Bartlett Brainard Eacout Inc.,Bloomfield,CT S T L Project: Stop&Shop, Store 699,South Windsor,C'F Contractor: Bartlett Brainard Eacott Inc. SPECIAL TESTING LABORATORIE-S,M. Inspector• S.Murphy PO Box 200 Bethel,Connecticut 06801 Phone(203)743 7281 Fax(2U3)791 2451 Date: June 24,2002 Field Density Report CERTIFICATE OF TEST NIATERIAL: Burrow&Onsite LOCATIONS: All tests taken at plumbing line from 1.4 to 3 line and B line from 1 to 1.6, B to A b on 1.6,A b from 1.6 to 1.8, 1.8 from A.b to R,R line from 1.8 to 2.3. SPECIFIED COMPACTION REQUIREMENTS: 95% - All tests were Accepted. Inspected the compaction of fill material. In place density tests taken,results noted below. INSITU DENSITY TESTS ASTNI D-1556_ D-2167_ D-2922 TEST NO. INTSITU DRY AYP Jti 2%kTh C'UMMUTION OPTAC-h1 D ti5ITY 1NS11'U MOISTURE ELEVATION IBS/CUBIC FOOT MOISTURE LBS/CUBIC FOOT COMPACTION% 1 93.30 124.5 8.7 119.1 9.7 95.7 2 122.5 1.9 98.5 3 94.30 122.1 9.5 93.1 4 121.4 6.8 97.5 5 95.30 " 123.5 5.9 99.2 6 120.7 6.5 96.9 7 93.30 138.6 6.9 136.1 6.3 98.1 8 1. 132.7 5.6 95.7 9 94.30 133.5 6.0 96.3 10 " 136.2 5.7 98.2 11 95.30 133.9 6.3 96.6 12 133.1 6.1 96.0 REMARKS: Approximate elevations provided by contractor. MATERIAL TESTED: Similar to Proctor for Sample 1\o. 02SO13SE&02SO160 PROC,Dated: 05/21/02 &6/11/02 ALL DATA NOT REPEATED IS TYPICAL REPORTED TO: Client; Building Official; Owner Representative; Landry Architects, Erdman Anthony & Associates; Appledore Engineering Inc.,Cherry Hill Demolition Respectfully submitted, SPECIAL TESTING LABORATORIES,INC. Richard Speciale-Director John Hardman,P.E. Vice President Vice President THE RESULTS SHOA1l ON THIS REPORT RELATE ONLY TO THE S.VMPLES TESTED TILS REPORT SHALL NOT BE USED TO CLAIM PRODUCT EN DORSEMWr BY VILAP OR ANY OTHER COV rKIU,IVFhT AGi1XY- THE FOREGOING MOR 4AMON 13 THE PROPEE.TY OF CLJENTS. REPRODUCTION OR PUBLICATION ONLY 1ATrH OUR E.URESS PERMMSION. SPF(IAT.TFSTING L AROR AT(RTFS,NO..RXCT.IMFIS AT.T,T TARR ITY FOR WOR TC PFRTY)RMF.D RV OTHER S. Rg AREA OFFICES IN DANBURY-HARTFORD-NOV HAVEN, -NEW LONIDON From:6IIS Depxt a nt 233=9I 12451 To:John Collins Date:7/3,102 Time:12:43:00 PM Page 7 of 10 . Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT S T L Project: Stop&Shop, Store 699,South Windsor,CT Contractor: Bartlett Brainard Eacott Inc. SPECLAL TESTLNIG LABORATORIES,INC. Inspector: S.Murphy PO Boa 200 Bethel Connecticut-91 2002 Field Density Re Phone(103)743 7281 Fax(203) 2 Date:Junc 25,451 � Port CERTIFICATE OF TEST AIATERIAL: Onsite LOCATIONS: All tests taken at grease waste line and indirect waste lines,F line to B.c from 1 line to 1.0 line. SPECIFIED COMPACTION REQUIREMENTS: 95% - All tests were Accepted. Inspected the compaction of fill material. In place density tests taken,results noted below. LNSITU DENSITY TESTS ASTNI D-1$56_ D-2167_ D-2922-2L TEST NO. WSITU DRY AP1?K0XLt1A'1'E CWNiPACTION OPIMUN1 DENSITY LN IN NU1S'1'URE ELEVATION LBS/CUBIC FOOT MOISTURE LBS/CUBIC FOOT CONPACI.ON% 1 93.30 124.5 8.7 119.3 6.8 95.9 2 " 119.4 6.7 96.0 3 " " 120.1 6.6 96.5 4 " 120.9 5.9 97.1 5 94.30 121.4 6.8 97.5 6 " 120.3 6.6 96.6 7 119.7 6.9 96.1 8 9530 122.5 6.9 98.3 9 " 122.1 6.8 99.0 10 122.9 6.5 98.7 11 118.8 6.7 95.4 12 " 119.1 5.7 95.6 REMARKS: Approximate elevations provided by contractor. MATERLAL TESTED: Similar to Proctor for Sample No. 02SO 138E PROC, Dated: 05/21;02 ALL DATA NOT REPEATED IS TYPICAL REPORTED TO: Client; Building Official; Oxc•11er Representative, Landry Arcllitecis, Erdman Anthony & Associates; Appledore Engineering Inc.;Cherry Hill Demolition Respectfully submitted, SPECIAL TESTING LABORATORIES,INC. Richard Specials-Director John Hardman,P.E. Vice President Vice Presidrait THE RESULTS SHOWN CAN THLS REPORT REI A TE ONLY TO THE SAh.4PLES TESTED TI-IIS REPORT S.T-IALL NOT BE USED TO CL.AM4 PRODUCT E'MOMLNIENT BY N4LAP OR ANY OTHER GOVERNMENT AGMXY. THE FOREGOING 24FOLMATION 13 THE PROPERTY OF CLIEN7& REPRODUCTION OR PUBLICATION OATLY WTPH OUR EATRESS PERAQSSION. SPECIAL TESTMG LADORATOPJTS,RX.EKCLUDIIS ALL L1ABM1 Y MR WORK PMrOlIMM BY OTIMS. rg AKEA Urr10ES LN ll 4NBURI-HAR'1'b'ORD-NhW HAVEN-NEW LUNUUN From:INCS Deparaned 203-191.2451 To:John.Collins Date:7/3/C2 Time:1.-:43:00 PM Page 8 of 10 Client: Bartlett Brainard Eacutt Inc.,Bloomfield,CT ST L Project: Stop&Shop,Store 699,South Windsor,CT 1 Contractor: Bartlett Brainard Eacott Inc. SPECIAL TESnN-3 LABORATORIES,INC. Inspector: S. 'Murphy PC Box 200 Bethel.Comecticut 06801 Date:June ,2002 Field Density Report Phone(203)743 7:81 Fax(203 i 191 2451 t J 26 ty p CERTIFICATE OF TEST MATERIAL: Borrow&Onsite LOCATIONS: Test Nos.1-7 taken at grease waste line and indirect waster lines F line to B.c from 1 line to 1.6 line. Test Nos.8-13 taken at produce tent from 1 line to 1.6. SPECIFIED COMPACTION REQUIREMENTS: 95%- All tests ivere Accepted. Inspected the compaction of fill material. In place density tests taken,results noted below. INSTTI J T)F.N'%TTV TESTS ASTNI n-15.56_ T)-2167_ i)-2922 TEST NO. INSITU DRY APPRO) MATE COMPACTION OPTRvM1 DENSITY INSITU MOISTURE ELEVATION LBS(CUBIC FOOT MOISTURE LBS•CIBIC FOOT COMPACTION`o 1 95.30 124.5 8.7 119.4 5.1 95.9 2 • 119.4 4.9 95.1 3 " 118.9 6.2 95.5 4 •' 120.4 5.2 96.7 5 120.5 6.2 95.8 6 119.3 6.9 95.0 7 118.4 6.6 95.1 R 93.30 1386 5.9 132.1 4.7 95.4 9 136.9 4.8 98.7 10 94.30 136.1 4.9 98.1 11 " 132.6 5.1 95.6 12 95.30 133.5 4.9 96.3 13 132.8 5.5 95.8 P ?BARKS: Approximate elevations provided by contractor. ?MATERIAL TESTED: Similar to Proctor for Sample 1\o. 02S0138E&02S160 PROC,Dated: 05/21M &06/11/02. ALL DATA NOT REPEA111)1S TYPICAL REPORTED TO: Client; Building Official; Owner Representative; Landry Architects, Erdman Anthony & associates; Appledore Engineering Inc.,Cherry hill Demolition Respectfully submitted, SPECIAL TESTING LABORATORIES,INC. Richard Speciale-Director John IIardman,P.E. Vice President Vice President THE P.ESULTS SHOWN ON THIS REPORT RELATE OTZY TO THE SAMPLES TESTED. THIS REPORT SHALL NOT BE USED TO CLASM PRODUCT ENDORSENO NT BY VA.AP OR ANY OTUER GOVER7-:%M4T AGENCY. THE FOREGOING NFORIdATION IS THE PROPERTY OF CE.IENTS. PMRODUCITON OR PL'BLICATIO'_'ONLY WITH OL'R EXTRE3S PER-NiESSIOid. SPFt"TAT.TFSTINCi TARnRAT(RIFC,Nl.R)CCT.I nFS ATJ.TJARITITY FnR WORT:PFRM!kMFT)RY OTHERS. Rg AREA OFFICES RC DANBURY-HARTFORD-NEW HAVEN-NEW LONMON From:MIS Depwtmetl 203.791 2451 To:John Collins Date:V3/02 Time:12:43:00 PM Page 9 of 10 • Client: Bartlett Brainard Eacott Inc.,Bloomfield,CT ST L Project: Stop&Shop,Store 699,South Windsor,Cl' 1 Contractor: Bartlett Brainard Eacott Inc. SPECIAL TESTING LABORATORIES,INIC. Inspector: D. Toth(AWS 0,00081161) PO Box 03)743 72,CT Fax 801 (20 Date: June 26 2002 Steel Inspection(Field) YhOne(.U3}7a3 7.81 N'ilx(2U31 i91 2a51 � PROGRESS OF WORK INSPECTION REPORT An authorized representative oftlus firm was dispatched to the above project site to conduct progress of work inspection. The following was noted. STL inspector met with job superintendent Jerry&Kenerect Foreman(Bob)to review contract drawing specifications and erection procedures for projects steel frame. Inspection requirements reviewed and clarified with steel erection foreman this date Column Plumb inspection and bolting procedures to be reviewed on 7/1'02. REPORTED TO:Client;Building Official;Owner Representative;Landry Architects, Erdinan Anthony&Associates; Appledore Engineering Inc. Respectfully submitted, SPECI.AL TESTING LABORATORIES, INC. Richard Speciale-Director John Hardman,F.E. Vice President Vice President THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE S.WLES TESTED. THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDCRSEM'T BY NNL0.P OR ANY OTHER GO\T?-Nlw T AGEAICY. THE FOREGOING INFORMATION LS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION CNLY L%TIU CUR EXPRESS PER mssinN SFECIAI TESTIN(I LABORATORIES,INC.EXCLUDES All LL4BIIT11 FOR WORK PERFCRMED BY OTHERS. R6 AREA OFFICES CQ D?NEURY-HARTFORD•`TW HA4E4-NEW LONDON From:&US DepaTtrnent 203-791.2451 To:Jorm Colli%c Date:7/3,'02 Time: PAS Page 10 of 10 Client:Bartlett Brainard Eacott Inc.,BloonTield,CT S T L Project: Stop&Slrop, Store 699,Soutli Windsor,CT Contractor: Bartlett Brainard Eacott Inc. SPECULL TESTWO LAWRr,TOe21ES,NC. Inspector: D. El-Ayoub PO Box 200 Bcdicl,Cotnlccticut 09801 Phonc i203)743'291 Fax(203)791 2451 Date:June 3,2002 Concrete Report CONCRETE TNSPFCTION Weather: Clear Au'TcinpCratiuc: 740F:t Concrete Supplier: Tilcon Cylinder Pick up Date: June 7,2002 CLASS,(PST) $.()w Volume Inspected(cubic yards) 50.0 Total Volume Inspected to Date(cubic yards) 125.0 Inspection Start Time 1300 Inspection Finish Time 1530 Inspection Duration(hours) 2.5 Concrete Field Inspection and Test Results Field Set= 4 A-D Truck n 117 Tickrt 1= 806175 Tirnc Batched 1222 Time Discharge 1310 Air Content(%) 2.0 Slump(inches) 4.0 Concrete Temperature(°F) 76 Density(13 eu ft) 147.7 Locations: Foundation wall on Colunm Line 1,from H to C;Foundation wall on Column Line H,from 1 to 3. Renrarls:None Deviations from the Specified Test Methods: Non.- Concrete Compression Test Results SET 4 CYLINDER 02C'3261 021_3262 02C3263 02C3264 CURNG METHOD Moist Moist Moist Moist COND MON Good Good Mood Good TESTED AT(dace) 7 28 28 28 TOTAL LOAD(lbs) 80,091 111500 109,500 108,000 PSI 2.8 3,940 3,870 3,820 BREAK TYPE D D D D REFERENCEASTM C29,C143,C173,C31 TYPEA:CONE TYPE B:CONE&SPLIT TYPE C:CONE&SHEAR TYPE C:SHEAR TYPE E:COLUMNAR CYLINDER DIAMETER =6" CROSS SECTIONALAREA = 28.27 SO.IN.CYLINDER LENGTH=12' fAp, odTEALFl�CO ����RR 1N �70NER VEY �CRET SVCE id 11�� L3AL�1tY.UtC:Il'1'EC'fS EkllP�13N.1 J'fHO�Y�_�SSC%C14'frS;.iYPLrDOYr IN THE RESULTS SHOWN ON THIS REPORT RELATE ONLY TO THE SAMPLES TESTED. THIS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NVLAP OR ANY OTHER GOVERNMENT AGENCY. Gu THE FOREGOING INFORLIAT ON IS THE PROPERTY OF CLIENTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXPRESS PERMISSION. SPECUL TESTINAREA OFFICES N t ANBLEXCLUDES V LHARTFORD-NOW HAVEN%NEW LONDON ED BY OTHERS From:MIS Depm treat.203-791 2431 To:Joky:Collins Date:6/13/C2 Time:2:01:34 PM Page 2 of o Client: Bartlett Brainard Eacott Inc.,Bloon Tield,CT ST T Project: Stop&Shop,Store 699,South Windsor,C'1' 1 L Contractor: Bartlett Brainard Eacott Inc. SPECLAL TESUNG1 LABORATORIES,INC. Inspector: M. Signorelli PO Aux Bethel,Connecticut Date:June 10�2002 Reinforcing(Rebar)Report U3) .Ynone(Z03)743 21i1 Fax(2U3)791 7yl 2451,, PROGRESS OF WORK: An authorized representative of this firm was dispatched to the above project site to inspect Reinforcing Steel in accordance with drawings and specifications provided. The following is noted: LOCATION(S): A) Two exterior pier footings on li line at main entrance area. B) Footing cxpansion for dimension correction-between 4.5 and 5, G.B&F.0 and on line 1.9,between 9.0&9. COMMENTS: Special Testing Laboratories, Inc. certifies that all bars seen are properly sized and loc.-lted and that minimum cover can be obtained. We do not accept responsibility for any movement that may occur subsequent to our inspection. DRAWING(S): Structural No. 9,1 By:NOB Revision:4 Dated:06 04/02 Approval Date: N/A No. S-4 By:NOB Revision: 4 Dated:05i24/02 Approval Date:N/A REPORTED TO:Clictnt;Building Official;Owner Rcprc&:ntativc;Landry Architects, Erdman Anthony&Associates; Appledore Engineering Inc. Respectfully submitted SPECIAL TESTING LABORATORIES,INC. Richard Speciale-Director John Hardman, P.E. Vice President Vice President TuE RESULTS 51I94N ONT r-4 REPORT MEIATE ONLY TO THE SANIPLES TESTED. THIS REPORT SNAIL NOT BE USED TO CLAM PRODUCT ENDORSE\dFSI'r BY N11AP OR ANY OTHER GOV-TOZWENT AGENCY. IM FOREGCLVG LNFO10AAnCd IS THE PROPERTY OF CIdENTS.REPRODUG'nCN OR PUBLICATION ONLY WrM OUR EXTRESS PEF_'�3`ION. SPFMAL TF.9TNG IARORATORTFS,INC.FXCI IMES AT 1.T.TARTT.T'P FOR WORK PF.RFORNTFT)RY fITTWRS- R,e AF.EA OFFICES IN DANKRY-HARTFCRD-NEW EMTN-NEW LONDON From:MIS Deputment 2J3-191.2451 To:John Collins Dste•.6/13/02 Time:2:01:34 PM Page 3 of 6 Client: Bartlett Brainard Eac(At Inc.,Bloomfield,CT ST T Project: Stop& Shop,Store 699,South Windsor,CT 1 /1 Contractor: Bartlett Brainard L'acott Inc. SPECM TESTING}LABORATORIES,INC. Lab Technician: L. Hankins PO Box 200 Bethel.Cormecticut 068C1 Date: June 11,2002 Report No. S-0160 PROC Phone(203)743'281 Fax(203)7912451 CERTIFICATE OF TEST AND ANALYSIS MATERIAL: Borrow-Red GRAVEL and Sand,-trace Silt RECEIVED: June 10,2002-Delivered by Client MARKED: Sample No.02SO 160 -Structural Fill-Source:East Windsor Pit TEST'\1ETHOD: Maximum Unit Weight,Dry(lbs./cu.ft.) ASTM D1557 METHOD C, 34'Correction ASTM D4718 -Material Analysis ASTM C136 Examined with the following results: 02200-4,2.2,B SIEVE ero PASSING SPECIFICATIONS 3 li2" 100.0 100 1 Ii2" 91.2 3/4" 67.5 50.100 1!4' S2.1 44 4&A 25-75 410 39.7 - 440 16.8 1i 100 4.5 t#200 2.5 •• Sieve size used to separate oversize particles=3/4" Percent by weight 7(wersize= 10.0% See note below Esthnated Bulk Specific Gravity-G =2.70 Dry Unit Weight and Water Content` finer Fraction= 136.2!a!7.6 314" Correction Dry Unit Weight and Water Content TotarSample= 1:i8.6 a 6.9 **The fi-action passing the No. 4 sieve shall have less than 10%passing the No. 200 sieve. For this sample,the percentage of the No. 4 sieve passing the No.200 sieve= 5.2 %. NOTE: The material sample that is the subject of this analysis contains more than 30%of particles larger than 314" The ASTNI methods covering this test contain no direction conccming the mathematical adjustments appropnatc to such an amount of"coarse"material. We have developed the mathematical adj ustrnents that we have applied over s:veral years and have found the result to be reasonable and practical. REPORTED TO: Client;Building Official; Owner Representative;Landry:architects,Erdman Anthony& Associates; Appledore Engineering Inc.,Cherry Hill Demnlition ResDeatful1v submitted, SPECIAL TESTING LABORATORIES,INC. Richard Speciale-Director John Hardman,P.E. Vice President Vice President THE MULTS SNC WN ON Tms REPORT RELATE ONLY TO THE SAIMPL£S TESTED. TEM REPORT SHAM.No-BE USED TO CLIWM PRODUCT ENDORSEMENT EY AVL.AP OR XrY OTHER OONTRNNOWr AGENCY. THE FOREGOINGINFOMALTION IS THE PROrEATY OF TESTLVO LABORP.TORIES,]NC.J.KCZL E5 ALL LIABaM FOR ODIMMON WORK rE..aCCATICN R,%IED BY WITH OLOTHF-%S. S rT1iNII5SION. OMR ARrA OITICES IN DANDURY-I:ARTTORD-NEW I AVLN•NEW LONDON From:"S Department 203-791.2451 To:John Collins Date:6/13102 Time:2:01:34 PNI Page 4 of 6 Client: Bartlett Brainard Eacott Inc., Bloomfield,CT ST T Project: Stop& Shop,Store 699,South Windsor,CT 1 L Contractor:Bartlett Brainard Eacott Inc. SPECIAL.TESTNO LABORATORIES,INC. Lab Technician: L. Hankins PO Box 200 Bethel,Connecticut C6801 Phone(203)743 7281 fax(203)7912451 Date: June 11,2002 Report No. S-0161 PROC CERTIFICATE OF TEST AND ANALYSIS MATERIAL: Borrow-Brown GRAVEL and Sand,-trace Silt RECEIVED: June 10, 2002-Delivered by Client MARKED: Sampl:,No.02SO161 -Structural Fill-Source:East Windsor Pit TEST METHOD: Maximum Unit Weight,Dry(lbs./cu.ft.) ASTNI D1557 METHOD C, 314"Correction AST`'i D4718-Alaterial Analysis ASTM C136 Examined«ith the following results: 02200-4,2.2,s SIE%T, %PASSING SPECIFICATIONS 31i2" 100.0 1OC. 1 1;2" 91.5 - 3/4" 70.4 50-100 1/4" 46.9 - 44 42.3 25-75 t 10 334 - 0 40 17.4 a 100 5.8 4200 3.0 ** Sieve size used to searate oversize particles=3/4" Percent by weight o oversize=29.6 Estimated Bulk Specific Gravity-G =2.70 Dr yy Unit Weight and Water ContentTiner Fraction— 122.3 Q. 11.7% 314" Correction Dry Unit Weight and Water Content TotarSample— 132.5 'a;8.5% **The fraction passing the No.4 sieve shall have less than 10%passing the No. 200 sieve. For this sample,the percentage of the No. 4 sieve passing the No.200 sieve=7.1°.o. REPORTED TO: Client; Building Official; O«ner Representative; Landry Architects, Erdman Anthony& Associates; Appledore Engineering Inc.;Cherry Hill Demolition Respectfully_submitted, SPECIAL TESTING LABORATORIES,INC. Richard Speciale-Director John Hardman,P.E. Vice President Vice President THE RESULTS SHC11AN ON THIS REPORT RELATE ONLY TO THE S,VAPLES TESTED. TBYS REPORT SHALL NOT BE USED TO CLAIM PRODUCT ENDORSEMENT BY NXIAP OR ANY C 11ER 0OVEI1—NN�'T AGENCY. THE FOREGOING INPORNiATION IS THE PROrERTY OF CLIE'_TTS. REPRODUCTION OR PUBLICATION ONLY WITH OUR EXTRESS PEIdISSION. SPECL4L TESTLNG LnBORATORIFS,D7C.EICCLLIDES ALL LiABILII'Y FOR WORK PERFORbIED BY OTMk— OMR ARPA OMCES IN DANBUR.Y•IIARITCRD-NEW HANT.N•NrW LCNDON From:MIS DepwUned 203-191 2451 To:Jo!vi Collins Date•.6/13:02 Time:2:01:34 PM Page 3 of 6 Client: Bartlett Brainard Eacett Inc., Bloomfield,CT ST T Project: Stop& Shop,Store 699,South Windsor,UT 1 1 Contractor: Bartlett Brainard Eacott Inc. SPECIAL TESTING LABORATOIES,INC. Lab Technician: L.Hankins PO Sox zoo Bethel,Connecticut(103)C69791 2 Date: June 11,2002 Report No. S-0162 PROC Phone tZU3)743',281 Fax(ZU3)19l 2451 h CERTIFICATE OF TEST AND ANALYSIS MATERIAL: Borrow-Brown GRAVEL and Sand,-trace Silt RECEIVED: June 10,2002-Delivered by Client MARKED: Sample No.02SO 162-Structural Fill-Source;East Windsor Pit TEST-METHOD: :Maximum Unit Weight,Dry(lbs./cu.ft.) ASTM D1557 1�vMTHOD C, 34"Correction AST-M D4718 -Material Analysis AST1\l C136 Examined with the following results: 02200-4,2.2,B SIEVE No PASSING SPECIFICATIONS 31;2" 100.0 100 1 1;2" 84.6 34" 69.3 50-100 1/4' 55.3 - 4 48.9 25-75 10 39.9 940 23.7 0100 11.6 #200 5.2 ** Sieve Size used to separate oversize particles—3i4" Percent by«•cieht of oversize= 10.0%See note below Estimated Bulls Specie Gravity-G =2.70 �y Unit Weight and Water ContentTiner Fraction= 134.8 u, 8.1 °o K4"' Correction Dry Unit Weight and Water Content TotaYSample a 137.3 @),7.4% **The fraction passing the No.4 sieve shall have less than 10%passing the No.200 sieve. For this sample,the percentage of the No. 4 sieve passing the No. 200 sieve— 10.6 °o. NOTE: The material sample that is the subject of this analysis contains more than 30%of particles la oer than 3,4" The ASTM methods covering this test contain no direction concerning the mathematical adjustmertss appropriate to such an amount of"coarse'material. We have developed the mathematical adjustments that we have applied over several years and have found the result to be reasonable and practical. REPORTED TO: Client;Builduig Oiiizial; Owner Representative; Landry Architects. Erdman Anthony& Associates; Appledore Engineering Inc.;Chem'Hill Demolition Respectfully submitted, SPECIAL TESTING LABORATORIES,INC. Richard Speciale-Director John Hardman,P.E. Vice President Vice President TIIL RESULTS SHOWN 014 TMS REPORT Pr.ATE ONLY TO TM-SAhffLLS TESTED. TM3 REPORT SIDLL NOT Dr,USED TO CLAMt PRODUCT EN1D0R5EMEI.1r DY N'%1AF OR ANY OT:ICR GOVE'RNbIINT AGENCY. THE Fop EGOINQ INFOR kTION IS THE PR'_+PEP.TY OF c-LLNIS. P=RODt'CIION OR PL-BLICATION ONLY WITH OUR EXPRE33 PERMISSION. SPECM TESTLVO LABOP LTORIES,DTC.F-XCLLIDE.3,AJ.L LLABILmY FOR WORK PERFOR.OIED BY OTHERS. OMR AREA OFFICES IN DANBU-RY-HARTFORD-A•EW HAVEN-NEW LOAT)ON From:MIS DepaUuer2 201-791-2451 To:John Collin Data 6/13/02 Time:2:01:34 PM Fage 6 of 6 r � Client:Bartlett Brainard Eacott Inc.,Bloomfield,CT S T L Project: Stop&Shop,Store 699,South Windsor,CT Contractor: Bartlett Brainard Eacott Inc. EXPEDITE SPECIAL TESTING LABORATORIES,INC. Lab Technician: L. Hankins Revised&Reissued 6!11/02** h3. r (31 t o Phone 120 74377SIaax 1:451 Date:May 21,2002 Report No.S-0138E PROC CERTIFICATE OF TEST AND ANALYSIS Material: Onsite-Bro An SAND,little Gravel, little Silt. Received: May 21,2002 -Picked up by M. Shaw(STL) Aiarked: Sample No. 02SO138E Test Method: Maximum Unit Weight,Dry(lbs.icu.it.) ASTM D1557 METHOD C, Material Analysis.�STM C136,D1140 Examined with the following results: SIBT PASSING SPECIFICATIONS 11i2" 100.0 N./A 3/4" 100.0 1/4" 91.1 It 984 #10 79.8 #40 57.0 9100 31.2 B 200 Maatted) 17.6 Estimated Bulk Specific Gravity-Gh =2.70 ** O timum Water Content: 8.7 o ** NET Unit Weight,Dry,(Ibs./cu.ft.): 124.5 Reported'fo:13tiadung Official-Owner Representative;Landry Arclutects, Erdman Anthony&Associates;Appledore Engineering Inc.,Cherry Hill bemolition Res�ppectfully submitted SPECIALIESTING LABORATORIES,INC. Richard Speciale-Director John Hardman, P.E. Vice President Vice President THS RESULTS SHo AW ON T fES REPORT RELATE ONLY TO THE SAMPLES TESTED. FPAS Rht'ORT Si1A1.L NO1'13E USED V0 CL.AU9 PRODUC'1 hNDU1LSH it N'1'BY NV AP OR A14Y O'i'HER OOVh.1ihMhN'1'AUENCY. TF.E FOREGCM INFOR.�,fATIGN IS THE FAOPERTY O?CLIEV fS. REPRODt`C1iON OR PUBLICATION ONLY WMI OUR EXTRESS PERMISSION. SPECIALTESTING LABORATOR�S.Lti1G EXCLUDES ALL I1AB1.1T'Y FOR WORT:PERFORMED BY OTHERS omr AREA OFF ms TNinANRiTRY-14ARTFORr)-VFW 14 V5 N-NFW TnNDON APPLICATION FOR PERMANENT SIGN PERMIT 0 I A prova : __ _ 1739 E1 1 i ngton Road Est. Cost: $02 Hd No. 7 31181 Permit Fee: $__ 36, Da kepApproved: _ / Final Inspections: Electric Permit# Buildin Zonin Applicant/Business Name ' .4 ) Address Phone "/l� ' 3 7'6_-I,�7il O !0 Location of Sign llaq E AZone TYPE of SIGN: & Wall or❑ Free-standing ❑ New or[Replacement Illuminated?❑ Yes 5?"No Proposed Sign Size(square feet) ( Sign Height No. of Existing signs on site Free-standing % Wall Description of sign materials and lighting: /`t 1(,�/�gnu�� Pin j e_�(-5 ATTACH DIAGRAM OF SIGN INCLUDING I have read, understand and agree to abide by the South Windsor Zoning Regulations, Signs. DIMENSIONS Applicant K�VJ i 0 �-�a,dC r_n Date 0 Property Owner 1A, e- _qIVg %"ro �� n�rrr�,r Kc,"� A . LLL' Date I Site ID Number NSA096 Location South Windsor S&S Street Address 1739 Ellington Road City South Windsor State CT Zip 06074 4 f g e o a nite d Bci Site ID Number I NSA096 Location I South Windsor S&S Sign: 1 j 1 Street Address 11739 Ellington Road City South Windsor StatePT7 Zip 06074 EXISTING SIGNAGE t Height 1'-6" Width 10'-0" Overall Height 13'-8" Avai.Space H N/A Avai.Space W N/A Sign Type Face Material IMF SF i OF 'SF peoples bank Illumination N Raceway Nl o Building Height N/A Building Width N/A Comments: PROPOSED SIGNAGE Comments: Manufacturer and/or installer to field verify all dimensions,fit, electrical,servicing,mounting conditions,codes and any other necessary requirements prior to fabrication. T ' r\^II Architect ural Graphicaphics _L_ Incorporated .. _. _. .. __.___ _.___. ____. ___.. _._ .. _._..__ __-_--. raps lntnn•rwnalPwr.y Vyymu Bwcn,VA r]AM �. 17a7Nr7.1V0a ALUM.CUT PLATE ORBIT&LETTERS MINTED 2 Prq.•1 TflN =CHAKTT ON FACE&EDGES--- PEOPLEIS UNITED i BANK i Mott 7yp. i SS-L Dnw nR TV- . ELEVATION F f[ Peopte§ UCink iiltedB D.t.05.30.07 L•.d Dr.—M2C P.elecl BLOC O•n•rY 1qn 4p.ciNCYron. �Inbrbr �E"t•ror fYgM p.cW ❑DovUl•F•cW Nen-IIlum�n.tW ❑NlumlrutW ❑1"VY4 _A po -1 ❑271 Volt• Ampsl.l-I ❑ _Amp.l./q 1 FRONT ELEVATION V4• 0 U/L L— ❑N•n ua Ll.tW :3/4".1 0" lno.tl•n yYMdlo.d An. w.qM Or.rin9 11•r1Y•na Darn D.b 1/4`ALUM.CUT PLATE By Ch..g. roP oRert&DOT s 4 55 L-18 1'-6• 4'-4 7/16" 21'-0 1/2" LETTERS 55-L-14 r-r a'•4 lane• >e�-4 316• I/4"ALUM.CUT PLATE sS-L-to to V-5 I/W If-B Iw II 5/1e• W-4 V4' 55-L-6 8' r•e t/2" T-o sne• Ve%1 ALUM.STUDS SHOT WELDED TO SACK OF CUT ,r,,,."""".,�"" +r.�,-,• ALUM.PLATES SET IN EPDXY---- 1/4"ALUM.CUT PLATE BOTTOM ORBIT--- BLACK MA/BLACK Ap,—e d By D..Approved BLUE MAI TO MATCH PMS 2w WHITE MAP WHITE z SIDE SECTION cea. 07018 C Epic u4•.r .ros Ilumiwr a1t«e Npmtr.r ner. SS-L.1 Peoples (,...UjIted Bank June 6, 2007 To Whom It May Concern: People's United Bank, of 850 Main Street Bridgeport CT hereby gives authorization to San Signs &Awnings (SSA)and its Agents designated in writing, to survey, apply for sign permits(and all related applications that relate to permitting as Owner/Agent), as well as sign removals and installations at all our locations. By: Date: 6/06/07 Print Name Here: David Iassonga, Corporate Officer Owner Address: 850 Main Street Bridgeport,CT 06604 Telephone No: (203) 650-1207 02-"3-10,03 43PM; ii# 2/ 3 02/b/2010 TUE 10:14 FAX 210 349 2464 ERCC OFFICE I 10001/001 ApPL:ICATION FOR ELECTRICAL,PtRMIT(Condwcdfr0m=Vcm Sian) IS TM APPLICAnON.ASSOCIATED WrM A '1 YYE oT SUILDII*PERMIT APPLICATION? 0 YES I NO p EN 17AL CURRENT USE AND OCGg1PANC Y BUSINESS O,ASSEMBLY SnFM USE AND OCCUPANCY a mmcANTas p ONB D'EUKMTIONAL Bt�IGII1EF.iz'SNAYvIE v�rsTn�TrtortAl.. . . 13 FACTORY ADDRfiSs 0•STORAGE EI GARAGE STATE-- �------- hjIX D t7S& CITY • (O�ploa4e specify) ON/WIRIKG . TXYE OB RIS'TALLATI SIZE OF SERVICE_ SIZE OF MAN CONDUCIO NUUM BER OF DL4CONNE=AND gATINGS NUMBER OF MbIERS 13 YES ONO Ni1MgIsROF PANELS_ REMOTE DISCONNECTREQUI 4 r CIRCUTTs NUMBER OF POWER CIRCUM--- pU1v®�o>P uGHT NdI6ER OF SWITCHES _— NUMBEROF OUTLETS N(J11�EIL OF LIGIiT FIXT(7RFs NL�IaER OF FEAT CIRCUITS i } ! NUMBER OF A/C CQUCI7T1s�- i HEAT LOSS AND A/C CALCU"110NS MUST SE SUBMITTED. KARATE , DEBCRWn0X 017 WOE } 1) i i t WORK DESG�ED TD-.13 TO TO a oRM T II1G CODES IN TfU THE ERSIGNED FiERRFBYOR P�CES��.E OF CONNECTICUT BUILD. P$RFOM,!ANCE OF SUCH WOW-' STATE r •C..G - TypE CpNT'RACTOItS LICENSE NO. a (�► SIGNATURH OF APPUCAN T L •• bLqk APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILD- IS THIS APPLICATION ASSOCIATED WITH A ING BUILDING PERMIT APPLICATION? ❑ YES O NO ❑RESIDENTIAL CURRENT USE AND OCCUPANCY ❑BUSINESS O ASSEMBLY FUTURE USE AND OCCUPANCY O MERCANTILE I]EDUCATIONAL Cl INSTITUTIONAL ENGINEER'S NAME PHONE ❑FACTORY ❑STORAGE ADDRESS ❑GARAGE Q MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAW 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 F CI'URE.S NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE BEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK 3 I 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. I CONTRACTORS LICENSE NO. TYPE STA,7E SIGNATURE OF APPLICANT DATE I DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT RO 1540 SULLIVAN AVENUE Bldg. Pertgit# 644-2511 ext. 230 ML B.tji.g Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000—$15.00 Street No. Street Lot No. Over$1,000 a $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS APPLICANT PHONE# �(O W N g Fq OWNER .:, � OWNER ADDRESS- +-, - --- P � ��X I SDI 2 /yM 112-1 105 C ; * OWNER PHONE C ;D ESTIMATED COST$ x, IS THIS A CONTRACT COST- _yes _No FEE ENCLOSED$ "'l is TYPE OF JOB: dSOR.Cps _New Installation —Alteration/Addition/Repair i Revised 4/01/12002 , Stop&Shop September 1, 2009 Christine Moreau Agnoli Signs 722 Worthington Street Springfield, MA 01101 To whom it may concern: Stop &Shop, being tenant and said owner of proposed signage,hereby authorizes Agnoli Sign Company, Inc, to file,on our behalf permits and approvals necessary to perform the installation of proposed signage. Sincerely, Stephen EtYrupski Senior Vice President Constriction &Engineering The stop&Shop supermarket Company LLC 00 An AWd USA Company TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON \'fin M OZ�' Phone No. 50g-N N 6 Address Po Box 4 5 CIA'Rs1�Q.. N�I 010 5 a i Site Name 5 � �o t 13 S El l!n��n 1d P&z No. 4 Ownerinlin Ceh .� a-��S"o� fn U��v,c�s1 , t-l-L Phone No.5 (&D ( Contractor 7AS" Signature of Own ates �951)1 Signature of Design E Date: CHANGE: (Describe location and nature of change. Include Four (4) copies of plan/profile of Change. ) Ma I've C 36 braae le ckPr5 a Met: Fron+ rf Qbt 64 per____ Reason for Change: (Why is change required) f L S r s I ' APPROVALS: (As Required) Dir. Of Planning Date: Town Engineer Date: Dir. of Public Works Date: Other: Date: STAFF COMMENTS: Ltaallnxd L c -zc White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department {_ r�,. �, Y.-�.., era �+.�.° ...'• �`::..,, „�`•..� �h.�.�.•s�:Y+ :�C•.i-.ii. P r ,, M Y a M:i.0�♦ �i.r �: Pick-Up service offered by Stop & Shop w Pick-up Overview Stop&Shop is offering a new service to customers whereby they can order their groceries online and pick them up at a nearby Stop&Shop store. Utilizing the existing Peapod online service,orders are placed on the Peapod website,selected at an existing fulfillment center near the store,and delivered to the store inside a conditioned tote, on a Peapod truck twice daily. Once at the store,orders are stored in temperature conditioned totes(using chill packs or dry ice to maintain temperature for refrigerated or frozen product) inside a Storage Locker, until the customer arrives during their selected one hour window,and parks in a designated,signed parking space. The Stop&Shop clerk then goes to the parking space and greets the customer, retrieves the totes with their order,and loads the groceries into the customer's vehicle. After loading is complete,the Stop and Shop clerk then asks the customer to sign for their order,accepts coupons(if the customer has them),and the transaction is completed. This service is similar to what is already offered at ShopRite throughout New Jersey, New York and Pennsylvania,and King Kullen in New York. We have 135 sites operating successfully today,across seven states(CT, MA, RI, NY,VA, MD, NJ, PA and IL). Storage Lockers Storage Lockers provide the ability for fast,seamless service to the customer. They are located directly adjacent to the store,often alongside other outdoor vending offerings such as Coca-Cola machines, Redbox and Blue Rhino. As with these other vending offerings,the Lockers can be relocated as necessary. The Lockers are constructed out of metal and plastic,with fans to circulate air. The fans require a 120v plug,and as needed, building permits for installation of exterior convenience outlets are applied for separately. Conditioned Totes Temperature conditioned totes(using chill packs or dry ice to maintain temperature for refrigerated or frozen product) are stored inside the Lockers,and product is not removed from the tote until it is being loaded into the customer's vehicle. These totes are designed to keep refrigerated or frozen product for 22 hours. This is the exact same processes as Peapod uses for home delivery Currently there are 135 Pick-up Points in operation stores in the area are: Colchester,CT Simbury, CT Hamden,CT East Hampton, CT Stamford,CT New Haven,CT Clinton, CT Norwalk,CT Madison,CT Westport,CT East Lyme,CT Wilton,CT Old Saybrook,CT Norwich, CT Storefront layout—South Windsor, CT#699 ♦fgla ►ene��ati�+aP4 3 tell E.n90 IL—Add ,b, M� .af,.au Ows a t.wl•Y w l(1!/!f emaY�1:wnxu MO]W7 WWa Slam $� FI I 1 I I I yy I I I LL UU I Y �L I� i 9• *� 41 T-4 �J 1 1111 1 IIIII�I 1 UU II I �� • I I I � I ►�, L I J_ I _ �1 I • -.� rt I I1rj nn uu IIII I III I I I I - f I I I II . . . . . . .. .. . . . . . FF3_-_I a,1739 Elliington7Rd,WapPing Shopping'G:enterESouth VNmdsor.CT 0607 , • • LOCKERS PARKING if[or `1 r 1 CIL - Mrs -rr�>`--� �••��) �' ' ate-`!.T-- . oo���•t rA, _ i Sample Locker Rendering—South Windso, CT#699 - i Pi ' i l, 1 1 I' Pick-Up - ��1 �h- Sample Lockers -- - Render Da"' 11/13/13 Sample Pick-up Directional Sign �n.r 1 Pickup M �r = =' Sample Parking Sign ��rMI; Render Date: 09/06/13 ��- Sample Locker Picture-East Lyme, CT •.: •. Pic k- up ,�� ter►.t..�.,.,_T, •r�� Sample Locker picture—Colchester, CT Aeopl�e� �lnrted Bank J i tV 40 your groceries st.pgshaq are ready Pick-up t.' 00 LO/LO Majnjawo uq;3onj:tsuo:> JOW)OI jadnS.df1-m1 11d = ' 4 l•tt-9 ma ' s=:."= • Ljj , � II II II II II 1 i 1 1 1 I 1 1 1 1 1 1 II II I I I I I I I I I I I I I it I _ I I _ 1 1 1 1 1 1 Ey E $ 10 p p Materials used in the construction of the Locker are as follows: Alum Composite Material Panel Walls Standard builders grade Foam Panel Insulation Welded Alum Tube Framing Alum Diamond Plate Floor APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APP 1540 SULLIVAN AVENUE 644-2511.ext. 230 B1dg:.Permit# Date Building Inspec r Application must be printed or typed FEE SCHEDULE Location of Job: / $o-$1,000=$15.00 -7Sf E&I n Over$1,000= Street No. V Street Lot No. $15.00.per$1,000 t 15h no or any fraction thereof Tenant Designation Apt No. APPLICANT `S ���� �`oc� " 9�^0 �SS�o�►Q f e c, Cl`� D� C ✓G r APPLICANT ADDRESS - Lrrj r7 mov,�2 APPLICANT'S PHONE# OWNER ',OW N S F'q< OWNER ADDRESS C * F OWNER PHONE C � ESTIMATED COST$ O i DO �►l U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED-$ �7O o TYPE OF JOB: �w, OR-C0 New Installation Alteration/Addition/Repair U � Revised 03/05/10 A6 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERNIIT APPLICATION? ❑ YES ONO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY Q f�D . O BUSINESS 0. ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL 0 INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTA LLATION/WIRING MT$QD 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`OFA/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK ro fj_do6e'� 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 El CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE 4^ Professional Electrical Contractors Date. /.2 C I, Brian A. Ferreira, authorise 17�.,,;1 b�rn�+� to sign the electrical permit application as my agent to perform work at. Address: 17 3 q „albn Rd 5.,,+I, W:Jr" cT' 0 607Y O Job name and description: 5+b. S►.�P - P�,�,,�� Af-A-.C.,t L+tl'y Gi-a� L- C."j 0'y< Starting Date: License type and number attached. Agent Signature &IIWIC4 Licensed Contractor Signature 7 ✓� �/�/ � Brian A. Ferreira PEC of CT, Inc. Contracting I Engineering I Design/Build I Service I Telecommunications I Solar Ph:(888)PEC-ELEC Corporate Office Regional Office Branch Office Fax:(781)769-2913 100 Access Road 145 Robert Jackson Way 249 Roosevelt Avenue, Suite 203 w w w.P ECo fC T.c o m Norwood,MA 02062 Plainville,CT 06062 Pawtucket,R102860 CT License#125754 o�•fff s w ? ° APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 PERMIT NUMBER: DEPARTMENT DECISION AP } Y: I O p bobit APPROVED: BLDG.PERMIT NUMBER: I DATE ID ECTOR LOCATION OF WORK: �1�/ ���'y`3 `S APPLICANT: OWNER: TYPE OF STRUCTURE: t� ❑NEW BUILDING NAME:�/�/`iil390�✓li--.2y'��� NAME: ❑ADDITION PHONE NUMBER:�60 a�9,:�7 IT PHONE NUMBER: ❑EXISTING BUILDING ADDRESS:® ADDRESS: TYPE OF USE: d U 11 ❑RESIDENTIAL ❑COMMERCIAL SPRINKLER INFORMATION: FURTHER DESCRIPTION OF WORK: SIZE OF MAIN DRAIN: WATER FLOW: S T�/�/F•��f S JP�/C/F SS/G L/ ARE SPRINKLER HEADS ALTERED? o YES ❑NO IF YES CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ❑ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY: ❑PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER PRESSURE AT STREET(PSI): C/C ESTIMATED COST: O . WATER PRESSURE AT SPRINKLER HEADS(PSI): ARE PUMPS REQUIRED? ❑YES ❑NO FEE ENCLOSED: IF YES,CHECK ALL THAT APPLY: ❑FIRE ❑BOOSTER ❑OTHER ARE STANDPIPES PROVIDED?o YES ❑NO IS A SPRINKLER SYSTEM PROVIDED?o YES ❑NO FEE SCHEDULE:$IB PER S1,000 OF THE ESTIMATED COST. ROUND UP SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TO THE NEXT THOUSAND ONCE THE PROJECT IS SI.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: 3G G y Z TYPE: - 3 STATE: C SIGNATURE OF APPLICANT: DATE: t a APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074(PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: S C� APPROVED- BLDG.PERMIT NUMBER: }S DATE INSPECTOR LOCATION OF WORK / S j°vo 0 f APPLICANT: OWNER: TYPE OF STRUCTURE: (� y ❑NEW BUILDING ME NA : �U 1''�JJ I �do El �� r� C. NAME: IOIJIn a�iV� �ef C�� SE�JNr ❑AMMON PHONE NUMBER: D 0- y PHONE NUMBER: �)N f ( $LEXISTING BUILDINGADDRESS: / r w r►^c f ADDRESS: /- �l L4 C 1 I V . Wu.r I°� �S�--�_� C fi ()(;��y C �l�y +'� W �A.6�S G�� TYPE OF USE: ❑RESIDENTIAL NOMMERCIAL ELECTRICAL INFORMATION: f FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: f✓ SCLI Yl n ,, , S { i h J I �, a, SIZE OF SERVICE: ���v- C�� I�1�, i,, IS I Ll SIZE OF MAIN SERVICE: NUMBER OF METERS: NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S NUMBER OF SWITCHES: (Z NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S NUMBER OF A/C CIRCUITS: FEE SCHEDULE:$18 PER S1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS$1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.:() / 2, TYPE: _ STATE: SIGNATURE OF APPLICANT: ���� l" DATE: t APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PEIT NUMBER.. APPLICATION IS HEREBY: pAPPROVED: BL PERMIT NUMBER: DATE INSPECTOR 1�3� cry LOCATION OF WORK: s APPLICANT: OWNER: TYPE OF STRUCTURE: 9 v F( of-�bn he cflw t ❑NEW BUILDING NAME: to 44 6C �'Y"�FS6fj NAME: -s6p `I ❑ADDITION PHONE NUMBER: 246 /1t 2U OL a2-5 PHONE NUMBER: nn b(EXISTING BUILDING ADDRESS: JVS W�y1 ,-ol 1A-( ADDRESS: I�31 TYPE OF USE: ��l�l�✓111L��-1 0�0� L /� i hn h�,/l.s a l�l ❑RESIDENTIAL �ti01vIMIItCIAL C� ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: �a10�r�j� SIZE OF SERVICE: SIZE OF MAIN SERVICE: NUMBER OF METERS: NUMBER OF PANELS: \, NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S b .06 NUMBER OF SWITCHES: / NUMBER OF LIGHT FIXTURES: FEE ENCL ED:S .b a NUMBER OF A/C CIRCUITS: IC / '--FEE CHE LE:t1i PER$1,000 OF THE ESTIMATED COST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS$1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICU�TnBUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: TYPE: c STATE: C T SIGNATURE OF APPLICANT: DATE: a0�34-1 s� APPLICATION FOR SPRINKLER PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 PERMIT NUMBER: DEPARTMENT DECISION APPLICATION IS HEREBY: l o UQ 9 APPROVED: BLDG.PERMIT NUMBER: DATE INSPECTOR LOCATION OF WORK: APPLICANT: OWNER: TYPE OF STRUCTURE: / ❑NEW BUILDING NAME: d" pi Si,'/, /•�r � NAME: ❑ADDITION PHONE NUMBER: %0'23Z- I%0 PHONE NUMBER: EXISTING BUILDING ADDRESS: ' Orl Dr, ADDRESS: ulpp/11. e� Ct- 66 c6z TYPE OF USE: ❑RESIDENTIAL COMMERCIAL SPRINKLER INFORMATION: FURTHER DESCRIPTION OF WORK: SIZE OF MAIN DRAIN: WATER FLOW: _ Q,l.c4-le /�`� ,( � ARE SPRINKLER HEADS ALTERED? ❑YES o NO new &C i N< ; IF YES CHECK ALL THAT APPLY: ❑ADDED ❑DELETED ❑ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY: ❑PROFESSIONAL ENGINEER ❑INSURANCE COMPANY WATER PRESSURE AT STREET(PSI): CO . O ESTIMATED �.J WATER PRESSURE AT SPRINKLER HEADS(PSI): ARE PUMPS REQUIRED? ❑YES ❑NO UD IF YES,CHECK ALL THAT APPLY: o FIRE ❑BOOSTER ❑OTHER FEE ENCLOSED: r0 C E ARE STANDPIPES PROVIDED?o YES ❑NO IS A SPRINKLER SYSTEM PROVIDED?o YES ❑NO FEE SCHEDULE:S18 PER$1,000 OF THE ESTIMATED COST. ROUND UP SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GP\t TO THE NEXT THOUSAND ONCE THE PROJECT IS SI.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: �RD aDya�6 7 TYPE: /' '/ STATE: SIGNATURE OF APPLICANT: DATE: L S I S' ?s -018 00 V 4 APPLICATION FOR PERMANENT SIGN PERMIT 1739 Ellington Road Zoning Aupror I -------- — ------ Est. Cos;. DatF: _/ `/3 5 erm,trea$__ — Hna! Ins ct�cr�s: --- Sign Perm;t. # 13 00009 0_---__ Approved: _ _ -5 t}a Building _ Electrical Permit 9 Zoning Applicant:Nowt 16_)3,,-&0 Business Name: Appii::ant Address:4�i� - SD , 66(4WJ( Q:F 04? / Phgn: G " _16 Q , — ff.'' • �lo o; Address of Proposed Sign!s): 73 c �'�C . ��1 Zone: —.- TYPE of SIGN: �]Wail or❑ Free-standing New or❑ Replacement Illuminated? ❑ No ❑Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft): _Sign Height:0 Sq Ft of Existing signs on site: Free-standing:X Wail: ' J2 Z Proposed Building Sign: Building F�cntage(ft): '' Sign Size(sq ft):,J� Description of sin materials and lighting:-319 N U'Uj n n i t/L ATTACH DIAGRAM OF SIGN I have read, understand and agree to abide by the South Windsor Zoning Regulations, Signs. INCLUDING DIMENSIONS AND MAP WITH Applicant: Q/ M2 Date. SIGN LOCATION tf A ON PROPERTY Property Ownar: a Date: !`� 2d/3oo c�------r------- (.�, - ----------o 5 TUSC The Ultimate Sign Co.,. — 860 290-9057 — 376 Pleasant Valley Rd. South Windsor,CT 06074 �.- - - Remax Edge JOB DESCRIPTION Cut acrylic letters DESIGNER PROD VGh corporate Lou D.AI I- WORK#0, 10-�p 1/3/13 13-0010 ADDITIONAL NOTES-COMMENTS r Fabricate 3/8"cut black ---- ���E�� acrylic pin mount letters with 3/8"standoffs Overall size is 14"x108" Direct mount to wall as shown. LUJ OCOPYRIGHT 2010 THE ULTIMATE SIGN CO.11c THIS IS A CONFIDENTIAL PRESENTATION OF A CUSTOM DESIGN THE RIGI4T TO PRODUCE IT IN ANY FORM SHALL REMAIN EXCLUSIVELY WITH THE ULTIMATE SIGN CO.IR ViAR 4 Z013 JQujjj vVillusof BUILDING DEPARTMENT 9 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//-7 �40g Ej!!orjcment Officer WE ACCEPT CASH, CHECK .............................................._........_.....�............ Please Send Payment To: AND VISA/MASTERCARD Celebrating 20 Years In Business. 376 Pleasant Valley Rd. ..............................................._................_.......... : So. Windsor,CT 06074-3428 DATE INVOICE # The Ultimate Sign Co.,,, 31�12013 7414 860 290-9057 - (860) 289-2250 BILL TO Remax Edge c/o Cheryl Kebalo P.O. Box 682 1739 Ellington Road JOB # TERMS DUE DATE South Windsor, CT 06074 13-010 Upon Receipt 3/27/2013 DESCRIPTION AMOUNT ***EXTERIOR SIGNAGE ON BUILDING * Layout and cut 1/2"black acrylic letters"REMAX EDGE" Pinmount letters to exterior 800.00T face of Stop and Shop location(mount below Stop&Shop logo in approved space). Price includes installation. ***CUSTOMER IS RESPONSIBLE FOR PULLING ANY AND ALL PERMITS REQUIRED FOR THIS JOB. * Prices are subject to change if design,color,size,or materials used are altered from original design/layout. * A 50%deposit is required to begin the project and the remaining balance is due on the day of completion or installation. *This signature is to approve of the layout provided by T.U.S.C.,llc and to move the job forward. Signature *Job has been completed to our satisfaction. Picked Up Delivered Signature CT sales tax 50.80 Total $860.80 Payments/Credits $0.00 Balance Due $850.80 Thank you for your business(Please call us with any questions or comments @ 860 290-9057) *All Open Balances Beyond Due Date will be subject to a LATE CHARGE of 1.5%PER MONTH, which is an ANNUAL PERCENTAGE RATE of 18%,and all Costs of Collection,including Reasonable Attorney Fees. APPLICATION FOR PERMANENT SIGN PERMIT Sign Permit# W Zoning Permit Fee:$ 1 O.o D Final Inspections: Est. Cost:$j 0110 Do New Sign$25/Replacement$10 Zoning ©acO Building Bldg Permit Fee:$ •0 0) Zoning Approval: , �r Approved: t 1 l� Date: 6 a ,s( Electrical Permit# SIGN CO,, INC. 722 Worthington St P. 0. Box 1055 Applicant: Business Name: J 7� P S � l� h P " Applicant Address: Phone: Y-/ 3_7 Email: s7T o M Address of Proposed Sign(s): /7 3 9 L L l N 6 7-z�A2 Zone: TYPE of SIGN: e�101 �I�S JA Wall or❑ Free-standing ❑New or 3 Replacement Illuminated? No 0 Yes(electrical permit required) Proposed Free-standing Sign: Size(sq ft): Sign Height: Sq Ft of Existing signs on site: Free-standing: Wall: Proposed Building Sign: Building Frontage(ft): Sign Size(sq ft): Description of sign materials and lighting: LLD t_ / L rr 77 N 6 .— UM/NUM ATTACH r�P N £ Ts .. �,e Y c t , /- -z 4-S o, r'i ��a�� L��lT�?2f DIAGRAM OF INCLUDING Please sign acknowledging compliance with sign restrictions. DIMENSIONS AND MAP WITH I have read, understand and agree to abide by the South Windsor Zoning Regulations,Signs. SIGN LOCATION r ON PROPERTY Applicant: Date: � �� �d Property Owner: G - - -L_.t_J` Date: �t •4 +'� '� ^ «� ,:�;.� G1Ji�1L:11�r"t�wt�t��tt •y L.E.D. CHANNEL LETTER .040" ALUMINUM RETURN BAKED ENAMEL FINISH WALL 4" X 3/8" MOUNTING HOLE WHITE JEWELITE I HANGER BOLT FOR 3/8" BOLT PLASTIC TRIM 3/16" GALVANIZED STEEL WHITE LATEX MATCHING 90 d. BRACKET ELECTRICA + CAULK 3/8" NUT & WASHER HOLE 3/16" PLEX FACE — 3/8" X 1" BOLT DISCONNECT SWITCH WHITE GE L.E.D. FASTENED TO 1/2" LIQUID TIGHT LETTER W/ SCREWS 3/16" FOSTED LEXAN BACK POWER SUPPLY 5/8" PLYWOOD BACKING "UL APPROVED & LABELED WIRING 5" .25" FRONT VIEW LETTER SIDE VIEW LETTER AGNOLI SIGN COMPANY, INC. 722 WORTHINGTONSTREET, SPRINGFIELD, MA 01105 ; WALL 3/819 ACRYLIC LETTER ACRYLIC METHOD STUD OF ATTACHMENT . t Retail Business Services February 1, 2018 Christina Moreau Agnoli Sign Company, Inc. 722 Worthington Street Springfield, MA 01101-1055 Retail Business Services, being tenant and said owner of proposed signage, hereby authorizes Agnoli Sign Company, Inc. to file, on our behalf, permits and approvals necessary to perform the installation of proposed signage. This authorization includes but is not limited to, Stop & Shop, Giant (Landover), Giant Carlisle, Martins and Peapod /Pickup. Sincerely, William C. Erconlini Manager Architectural Engineering Standards Retail Business Services an Ahold Delhaize USA company STATE OFCONNECTICUT ELECTRICAL LIMITED CONTRACTOR JOHN G MACCORMICK 281 PINEWOOD DR LONGMEADOW,MA 01106-1668 LIi� ELC.0202617 1 1 2017 09/30/2018 Electric # APPLICATI N FOR BUILDING PERMIT Plumbing# I HVAC# ?� Fr hinci /Un K Date: 01 2 Co Sprinkler# Q(�ooff5 Estimated Cost $ > d FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE-OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. SIGN ON REVERSE SIDE 4 Total Fee $ 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 4 / n T Lot No. Applicant's Address c�,ddress �3—��t „oD�� '� i A Tel # �i3 -.23�- Town N. ;K eA Zip CA( 73 Lic.# Owner Alie, Architect Owner's Address Architect's Address Zip Zip- Sq. Ft. New Area: 1 st FI. �2nd FI. 3rd FI. Total New Area Purpose of this permit //I ),00)/ 4lan,a dAz4ir4 ir/ City Water J Well ] Septic System J Sewer J Ins: HO S Area Basement Garage Approved by Hefy;Z71)ate f- - �� Use Group Construction Type 0 3DOO 0i30 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 whic is building and its use is allowed. Signed I hereby apply for a Certificate of O�anthe w15rk described in this application for the permit. Signed .. DO NOT WRITE BELO T IS LINE INSPECTION COMMENTS Electric# APPLICATION FOR BUILDING PERMIT Plumbing# 1739 E11 irt*on Road Date: HVAC # Sprinkler# 800489 FINAL APPROVALS - --— - _ _ _ Estimated Cost $ ` Building COMPLETE RED BOXED AREAS Permit Fee Occupancy Fee $ Engineering g TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr. for CO. SIGN ON REVERSE SIDE $ 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 erom /NL Location of Work S Ib?f S o 3 TEJ I I of No. Applicant's Address/'� 07MO WA) 0�:, Tel.# C It 3 Town /(bR7_'f ffl` VW C T Zip 6 6 4-113Lic.# MCD_ LZ e',_Z '=FS Owner �f'r�rr3�.��S �ti�S .TiQ Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. yv Area Purpose of this permit PLC t T .p City Water❑ Well❑ Septic System❑ Sewe�9_Q Ins: HO SP Cert. Area Basement Garage Approved b _ Dat '� Use Group------_�Construction Types Revised ON2 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 5/21/2021 .t Town of South Windsor Building Department Electrical Permit: ELEC-21-197 APPLICANT NAME: Rohan Taylor EMAIL ADDRESS: taylorelectric01@hotmail.com ADDRESS: 438 pleasant valley rd South Windsor, CT 06074 LOCATION ADDRESS: 1741 ELLINGTON RD South Windsor CT 6074 OWNER: TOWN CENTER OF SOUTH WINDSOR LLC 1744 ELLILNGTON ROAD SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: Add 4 outlets and move switch closer to door April 30, 2021 BUILDING OFFICIAL DATE SIGNED -ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT"' "'PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL- 1 i'. 5/21/2021 tOwN $E� Town of South Windsor Building Department V J + U Y V ��yUSOR.cOa Plumbing Permit: PLMB-21-80 APPLICANT NAME: Daniel Kellner EMAIL ADDRESS: dankellnerl @yahoo.corn ADDRESS: 389 Slater St South Windsor, CT 06074 LOCATION ADDRESS: 1741 ELLINGTON RD South Windsor CT 6074 OWNER: TOWN CENTER OF SOUTH WINDSOR LLC 1744 ELLILNGTON ROAD SOUTH WINDSOR CT 06074 DESCRIPTION OF WORK: Install plumbing for(2)handwash sinks April 28, 2021 BUILDING OFFICIAL DATE SIGNED -ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT— "'PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— ' 1/1 5/21/2021 Town of South Windsor Building Department Building Permit: BLDP-21-308 APPLICANT NAME: Town Center of South Windsor, LLC same EMAIL ADDRESS: rsksw@aol.com ADDRESS: 1744 Ellington Road South Windsor , CT 06074 LOCATION ADDRESS: 1741 ELLINGTON RD South Windsor CT6074 OWNER: TOWN CENTER OF SOUTH WINDSOR LLC 1744 ELLINGTON ROAD SOUTH WINDSOR CT 06074 DESCRIPTION OF WORK: Minor renovations to an existing tenant space P/op April 28, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT— PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1!1 EXISTING PROPOSED 81-7.51' StOp&ShoV STOP&SHOP UPTOWN Call 1%0)6i2-8"6I � -9 CONSIGNMENT tsxcos�ue STOP&SHOP RiLas k"Amd ll"hm •'7/'?ATaC1e IAP�\ESERt]STAIRt\Z ENi'.R4LR'5FATER S46PIZZA STUDIO N4 Z"CNOLLENG£ e►�5pamhons WINES&SPi>t1TN REFACE 2X EXISTING f-9" X 8'-7.5" DF NON-ILLUMINATED PYLON SIGNS WITH METALWOOD AND 3M VINYL THERE ARE (2X) IDENTICAL PYLONS / - - - - OTHER PYLON NOT SHOW '*'-���+ 4e'.Yr�".i��1Jti�irwbv;aw-�. .. .e rt'�►.."�-rw�r-!R 1�`��Tr��� •...:••~J• •i �S117Myr..- � .a1.YliJllk.�v.�iRr'"a COMPANY,AGNOLI SIGN • ' 1 MA 01105 PYLON BUCKLAND RD 15.1 SQ FT SCALE, DATE CUSTOMER. STORE 6-21-18 STOP&SHOP STOP&SFIOP 3/4"=1'-O" REVISED DATE 1385 HANCOCK STREET 1739 ELLINGTON RD TOTAL REUSED DALE. QUINCY, MA SOUTH WINDSOR, CT SQUARE FOOTAGE: DRAWING CODE STORE_ 32.3 SQ FT REVISED DATE, STOP&SHOP/CT/SOUTH WINDSOR, CT n699.PLT STOP&SHOP/2018 LOGO CHANGE/SOUTH WINDSOR, CT - 1739 ELLINGTON ROAD.CDR #699 NOTES. REVISED DATE. SATES PERSON, CHRIS DESIGNER. BRIAN [REVISED DATE. THIS DESIGN IS THE EXCLUSIVE PROPERTY OF AGNOU SIGN COMPANY INCORPORATED ALL RIGHTS TG ITS USE OR REPRODUCTION ARE RESERVED fAGNOLI SIGN COMPANY, INC. 722 WORTHINGTON STOP&SHOP #699 1739 ELLINGTON RD SOUTH WINDSOR, CT t Lk o wl"r 09-24-18 BSA COMPANY,AGNOLI SIGN . STREET, SPRINGFIELD, MA , 787-2169 STOP&SHOP #699 1739 ELLINGTON RD SOUTH WINDSOR, CT 18' 10' t lb u*G Pick-up ire CD Lo e- 10" �\ 24=F---� "� I 2,6- -- 0o ao IT-6011---A 36f' I GENERAL CONCEPT - 7/30/2018 18' X 19'-4" CANOPY WITH 2X 10" SQUARE TUBE POLES CLEARANCE OF 12' 09-24-18 BSA AGNOLI SIGN COMPANY, INC. 722 WORTHINGTON STREET, SPRINGFIELD, �ti1A 01105 TEL. (413) 732-5111 • FAX (4137 787-2169 • ELLINGTON • D SOUTH • ' � V � n .. 18 v � � V 1 09-24-18 BSA APPLICATION FOR PERMANENT SIGN PERMIT Sign Permit# Fee:$2V Final Insp bons: Est. Cost:$� O o O lzapin�ew Si n$ eplacement$10 Zoning ac Building Bldg Permit Fee:$ Zoning Approval QAlp ti 7 Approved: Date: l/u Electrical Permit# AGNOLI SIGN CO., INC. 722 Worthington St C o-et m P.0. Box 1055 Applicant: Spf afielff MA 01101 a `��3 -7 3,-)- -s i� Business Name: S't"z� P -,— �t v Applicant Address: S c o G lL S-t Phone: Email: Address of Proposed Sign(s): 1 `1 3 cL L / N L Ta t J o Zone: TYPE of SIGN: Wall or❑Free-standing ❑New or❑Replacement Illuminated?❑No Oxes(electrical permit required) Proposed Free-standing Sign: Size(sq ft): Sign Height: t of Ebsting signs on site: Wall: Proposed Budding Sign: Building Frontage(ft):c;21�5 / Sign Size(sq ) Ix �� "— '70 SP F T° A-L Description of sign materials and lighting: ud IJ C-C ATTACH F, t � DIAGRAM OF SIGN INCLUDING Please sign acknowledging compliance with sign restd6 ion .a73 - -�-,,� DIMENSIONS \.. AND MAP WITH have read,understand and agree to abide by the South Windsor Zoning Regulations;Signs. ._ __— SIGN LOCATION ON PROPERTY Applicant Property Owner. Date: r �v. �. � ,.0 .. .�.,: U ,� R,.. ,��,._.,, ..�.c �- Yv,a .� :�� �,, �. ��,�,��f"1 ys • works: 0 ANSULEX Low pH liquid fire suppressant Check out the features of the Ansul R-102 System... flows through the piping and is discharged into the plenum and duct areas and onto the cooking appliances. Stainless Steel Enclosure...An Ansul ANSUL AUTOMAN Release...Visible exclusive...aesthetically appealing... cocked/fired indicator...provides positive blends in with kitchen equipment... actuation of system... needs no periodic protects against tampering,damage. adjustment. OWhen a fire occurs in a protected area, it � is quickly sensed by detectors located in Agent Storage Tank...Stainless steel... �� Regulator... 100 psi(6.9 bar)regulated the ductwork or cooking appliance hood. pressurized only when system is _ pressure ensures constant flow of agent actuated...leak-proof...low =__- - and consistent nozzle discharge pattern. maintenance...allows for fast,on-site recharging. _-- Expellant Gas Cartridge...Positive seal, self-contained,no maintenance of valve required. Nitrogen or carbon dioxide. t Manual Pull Station... Permits quick, Fuse Link Detection System...Unique Hood-Seal Adaptors...Threaded or sure manual actuation of the system by bracketing provides positive actuation compression-seal options provide tight anyone regardless of fire fighting upon exposure to heat. seal for hood penetrations required for C experience...break rod indicating manual distribution pipe or detection lines...more system operation. aesthetically appealing than welded seal. N CASE OFF. ---__------_ Q � FWEOF FIRE -- CD mot CD G imuurtorM USE ONLY H sam wsuSA IS I-S FMS `I✓, The ANSULEX agent is applied directly on O® 19372.P Iwo .7�\the fire in specific spray atterns, O E. suppressing the fire in seconds.As it -';, � 111UIIIIIIII smothers the hot cooking greases,a foam blanket is formed,sealing off combustible ® - vapors to help prevent fire reflashes. © The detectors trigger the ANSUL AUTOMAN®release mechanism which actuates the system...pressurizing the Nozzles...Designed to provide agent Mechanical or Electrical Gas Shutoff ANSULEX Low pH Agent...At agent storage tank and automatically discharge coverage to each special Valve...Shuts off fuel or power source approximately 8.2, it has the lowest pH of shutting off appliance energy sources in hazard area...special blow-off caps upon detection of fire...clearly marked any wet chemical restaurant agent on the the event of a fire. reduce the risk of grease vapor open/closed indicator. market.As a result,it's safer for your contamination...chrome plating matches equipment and employees...especially hood and appliances. when compared to some other high pH restaurant agents. TypicalApplications There are various types of Ansul What makes the Ansul R-102 Restaurant System better? R-102 System configurations. Each is designed to economically fit particular Single Tank sizes of kitchen equipment arrangements 3 gallon as indicated by the following examples. 11 flow numbers A better fire extinguishing agent. Great looking fire protection.Architects Simple to install,easy to service.The The type of system required to protect a ANSULEX Low pH liquid fire suppressant and kitchen designers appreciate the fact design of the Ansul R-102 System specific installation or facility is is a true breakthrough in restaurant fire that the Ansul R-102 System is designed features simplified piping and nozzle determined by a careful analysis of the protection.An equipment-friendly,near- with aesthetics in mind.The R-102 placement.And thanks to its cartridge following variables: ' neutral pH agent-it rapidly suppresses System's exclusive stainless steel operation,the Ansul R-102 System is -Size of duct, plenum fires,cools hot surfaces to help prevent enclosure blends right into the reliable and can be recharged faster on -Number and size of appliances ® fire reflash,and cleans up fast.Which surroundings of today's modern kitchens. site than stored pressure systems.All of means that if fire strikes,you're back in It's completely self-contained so which means a more flexible,efficient -Number of nozzles required p business faster with less damage and components can be installed out of sight system that can be installed easier and -Number and size of R-102 System clean-up cost. where they won't interfere with the visual with less disruption to your facility. tanks appearance or operation of the kitchen. -Number and type of accessory devices needed Following an analysis of the hood/duct and appliances to be protected,your Authorized Ansul Restaurant Systems Distributor can recommend the proper system for your application in accordance - ••�• o `�r,�` with NFPA Standards 17, 17A and 96. 79372 Double Tank u "" 3 gallon and 1.5 gallon ' 16 flow numbers 4 F�fp'sQ/ ba II'ggR p 0 O O O �`•�'" hasrem s s,dca gNTY �. 1 �O a9argSrr for fOle, i" eo d - ae'°a>rao orr clsen wYea's ryo"sehw Your s�bfeori�eoy 1neja reo (.4r�aa s Dare of n9'°ai \ / B//J, c osa ero?'Use a r e f) i wao p cre/ine a Versatility.The Ansul R-102 System Backed by the best warranty in the A distributorrinstaller network second comes in 1.5 and 3 gallon sizes.These business.Ansul's five year limited to none.Ansul's worldwide network of systems can be connected in various warranty makes it five times better than restaurant systems distributors is the Double Tank configurations to provide even greater any other restaurant system. In addition, largest in the fire protection industry.Our 6 gallon capacity.Also,our systems are designed the first major servicing of the system, distributors are factory trained to take (two 3-gallon manifolded tanks) to protect a wider variety of appliances which includes both a regulator pressure care of all your fire protection needs. 22 flow numbers found in today's food service facilities... test and hydrostatic test of the tank, They can accurately determine which everything from grills and gas radiant doesn't come up for 12 years.That's a Ansul system is best for you,quickly and Listings and Approvals.The Ansul charbroilers to chain broilers and real money-saving advantage because efficiently install the system,and provide R-102 System hardware has been mesquite wood cooking appliances. most of our competitors require a major the proper maintenance and service.All subjected to the rigorous Underwriters servicing of their systems after only with a minimum amount of disruption to Laboratories Inc. UL-300 test standards six years. your business.Your nearby Ansul and carries the UL listing for Distributors...when it comes to fire pre-engineered restaurant fire protection,they're good people to know. suppression systems. In addition,the o R-102 System is also listed by o Underwriters'Laboratories Inc.of Designed and built by Ansul.Which means,simply,that like all Canada and carries New York City Board Ansul equipment,your Ansul R-102 System is rugged, reliable, of Standards and Appeals approval under built to last and U.L.listed.Only the finest quality materials go Materials and Equipment Acceptance into its manufacture.And only those systems which pass (MEA)No.59-95-E. Ansul's rigid quality assurance tests ever make it out our doors.You have our word-and our name-on it. The Ansul ' 1protection. Number of Typical Applications Description of Protected Areas Nozzles Basic Components Accessory Devices Meeting the fire protection challenge. 3 gallon single tank system One One One One In 1962,Ansul recognized that there was companies and local fire inspectors were Over 30 years later,Ansul is still the most designed to provide fire 75 in. (1.9 m)perimeter duct 3 gallon agent tank mechanical gas no effective system to combat dangerous quick to recognize the new system as an well-known name in restaurant fire protection for the small One One and releasing device shutoff valve and frightening restaurant fires. effective solution to a major problem in protection.The high quality Ansul R-102 kitchen appliance 8 ft. (2.4 m)low profile hood Three Dangerous because a fire can begin on a the restaurant industry.A new and System is the preferred choice of arrangement with a One One fusible link detectors cooking appliance or in a hood or improved model,the Ansul R-101 Dry architects who design kitchens, backshelf hood using ductwork and quickly spread to involve an Chemical System replaced the initial R- restaurateurs who own and operate low proximity nozzles 48 in.x 30 in.(1.21 x.76 m) Five entire kitchen or restaurant. Frightening 100 unit a short time later. them,insurance underwriters who 13 to 16 in.(.33-.41 m) griddle agent distribution because statistics show that many provide coverage and fire inspectors who away from hazard Two Two nozzles restaurants never reopen after a major In 1982,we introduced the Ansul R-102 enforce the codes.These people know 18 in.x 18 in. (.46 x.46 m) One fire. Wet Chemical Restaurant Fire that without a system like the Ansul R- fryers remote manual pull Suppression System. It was our answer 102,restaurant fire insurance would be actuation device Ansul responded by developing the R-100 to the industry's requests for 1)a system difficult(if not impossible)to obtain at any System,the first dry chemical fire to protect the innovative new cooking price.And they trust the Ansul System to suppression system designed exclusively appliances making their appearance in react quickly to a fire,automatically, for restaurant hood and duct protection. restaurants;and 2)a system with an before the fire has the opportunity to Restaurant owners,their insurance extinguishing agent that is easier to clean grow and spread. In short,the Ansul R-102 System meets the fire challenge. It detects and suppresses fires with or without someone present...24 hours a day. Its simple design permits quick and easy installation in single or multiple system 3 gallon and 1.5 gallon Two Two One One configurations. So it can handle a single non-manifolded system 75 in.(1.9 m)perimeter ducts 3 gallon agent tank electrical gas shutoff mesquite grill and hood or an entire designed to provide fire and releasing device valve and controls protection fo - - _ kitchen full of cooking appliances. g r One Two r the medium- 16 ft.(4.9 m)hood One And the Ansul R-102 System features a sized kitchen appliance One Two 3 gallon add-on agent great,new extinguishing agent- arrangement 20 in.x 20 in. (.51 x.51 m)fryer tank r ANSULEXe Low pH liquid fire Five suppressant-developed by Ansul One One fusible link detectors scientists to provide better,cleaner fire 24 in.x 28 in. (.61 x.76 m)range protection.All good reasons why Ansul One One Eleven ' distribution nozzles systems continue to protect more 48 in.x 30 in.(1.22 x.76 m)griddle restaurants worldwide-exclusive One gourmet,major chain,fast food or One Two remote manual pull institutional-than any other brand. 32 1/2 in.x 30 in. (.83 x.76 m) actuation device upright broiler �._ One One 24 in.x 22 in. (.61 x.56 m) gas radiant charbroiler 27- -� _- 6 gallon manifolded system Two Four One One designed to provide fire 102 in.(2.6 m)perimeter ducts 3 gallon tank and mechanical gas protection for the large- One Three releasing device shutoff valve sized kitchen appliance 21 ft.(6.4 m)hood One arrangement Two Two 3 gallon tank 19 1/2 in.x 25 3/8 in.(.50 x.64 m) Six YUIXON PH UOUID FIRE SUPPRESSANT fryers fusible link detectors 6WRII FOR USE ONLY IN ^� .c 49LFWRW4SYEMTAURANTFIRE `\�Y1B6gN SY1STS One One Fourteen Q/(./� 36 in.x 30 in.(.91 x.76 m)griddle distribution nozzles 793 2`Y PART NO One Two One '��I"I'III' cAUTI°I, 26 in.x 24 in.(.66 x.61 m) remote manual pull °ONSU`T"',F,° lava rock charbroiler REVERSE5-.,,; actuation device i" One Two 48 in.x 28 in. (1.22 x.71 m)range NOTES: Other R-102 system size combinations up to 30 gallons are available to provide fire protection for larger kitchen appliance arrangements. Nozzle coverage for other appliances is available such as chain,lava rock,charcoal,mesquite broilers,and woks. Other accessories such as hood sealing adaptors,electric alarms,shutoff switches and devices are available. Call your nearby Ansul Restaurant Systems distributor. . . Restaurant Fire Suppression Systems They can help you analyze your fire protection needs,design the right system, install it,and provide 24-hour service.And they're only a phone call away.Check the Ansul listing in your Yellow Pages under"Fire Extinguishers..."or call toll-free 1-800-TO-ANSUL. Ansul.Experts in Global Fire Solutions. RED LINE Fire Equipment•SENTRY ' Fire Extinguishers•AUTOPULSE Detection and Control Systems•Ansul R-102 Restaurant Systems with ANSULEX Low pH Liquid Fire Suppressant•Ansul Carbon Dioxide, • Foam, Dry Chemical and INERGEN pNS Systems•ANSULITE"Class B"Foam _ Concentrates•SILV-EX"Class A"Foam Concentrate•Ansul Dry Chemical and \ Dry Powder Extinguishing Agents• SPILL-X Spill Control Agents and \ Applicators P \ \ •1 Your Authorized Ansul Distributor: ANSUL,SENTRY,ANSUL AUTOMAN,AUTOPULSE,ANSULEX,INERGEN,SILV-EX,SPILL-X,and ANSULITE are registered trademarks; RED LINE is a trademark. ANSUL INCORPORATED,ONE STANTON STREET,MARINETfE,WI 54143-2542 715-735-7411 Form No.F-8879.7 ©2001 Ansul Incorporated Litho in U.S.A It is compatible with mechanical gas shut-off 1.6 Delivery devices;or,when equipped with a field or 1.6.1 Packaging:All system components shall be securely packaged to provide protection during shipment. _- factory-installed switch, it is compatible with 1.7 Environmental Conditions electric gas line or appliance shut-off ° devices. 1.7.1 The R-102 system shall be capable of operating in a temperature range of 32°F to 130°F(0°C to 54°C). M Regulated Actuator Assembly-When 2.0 PRODUCT 2.1 Manufacturer Will - ® more than two agent tanks are required,the • 2.1.1 Ansul Fire Protection,One Stanton Street,Marinette,Wisconsin 54143-2542,Telephone(715)735-7411. regulated actuator is available to provide 0 expellant gas for additional tanks. It is con 2.2 Components nected to the cartridge receiver outlet of the 2.2.1 The basic system shall consist of an ANSUL AUTOMAN regulated release assembly which includes a regu- regulated release mechanism providing lated release mechanism and a wet chemical storage tank housed within a single enclosure. Nozzles,blow- simultaneous agent discharge. It contains a off caps,detectors,cartridges,agent,fusible links,and pulley elbows shall be supplied in separate pack- regulated actuator deadset at 100 psi ages in the quantities needed for fire suppression system arrangements.Additional equipment shall include (6.9 bar)with an internal relief of approxi- remote manual pull station,mechanical and electrical gas valves,pressure switches,and electrical switches mately 145 psi(10.0 bar).The regulated actu- for automatic equipment and gas line shut-off. r Iactuator,ato assemb contains a regulated solution f r ni Y 92.2.2 Wet Chemical Agent:The extinguishing agent shall be a specially formulated,aqueous 0 organic c regulator,expellant gas hose,and agent tank salts with a pH range between 7.8-8.2,designed for flame knockdown and foam securement of grease - housed in a stainless steel enclosure with related fires. cover.The enclosure contains knockouts to 2.2.3 Agent Tank:The agent tank shall be installed in a stainless steel enclosure or wall bracket.The tank shall permit installation of the expellant gas line. be deep drawn carbon steel finished in red enamel.Tanks shall be available in two sizes; 1.5 gallon(5.7 L) COMPONENT DESCRIPTION contains a bursting disc seal which prevents Discharge Nozzles-Each discharge nozzle and 3.0 gallon(11.4 L).The tanks shall have a working pressure of 100 psi(6.9 bar),a test pressure of 300 Y Wet Chemical Agent-The extinguishing the siphoning of agent up the pipe during is tested and listed with the R-102 system for psi(20.7 bar),and a minimum burst pressure of 600 psi(41.4 bar).The tank shall include an adaptor/tube extreme temperature variations. a specific application.Nozzle tips are assembly containing a burst disc union. agent is a mixture of organic and inorganic P PP� P salts designed for rapid flame knockdown Regulated Release Mechanism-The regu- stamped with the flow number designation 2.2.4 Regulated Release Mechanism:The regulated release mechanism shall be a spring-loaded, and foam securement of grease related fires. lated release mechanism is a spring-loaded, (1/2, 1,2,and 3). Each nozzle must have a mechanical/pneumatic type capable of providing the expellant gas supply to one or two agent tanks It is available in plastic containers with mechanical/pneumatic type capable of metal or rubber blow-off cap to keep the noz- depending on the capacity of the gas cartridge used. It shall contain a factory installed regulator deadset at instructions for wet chemical handling and providing the expellant gas supply to one or zle tip orifice free of cooking grease build-up. 100 psi(6.9 bar)with an internal relief of approximately 145 psi(10.0 bar). usage. two agent tanks,depending on the capacity It shall have the following actuation capabilities:automatic actuation by a fusible link detection system and APPROVALS remote manual actuation b Agent Tank-The agent tank is installed in of the gas cartridge used. It contains a facto- y a mechanical pull station. a stainless steel enclosure or wall bracket. ry installed regulator deadset at 100 psi Applicable Standards: ULI listed under EX- The regulated release mechanism shall contain a release assembly, regulator,expellant gas hose,and The tank is deep drawn carbon steel finished (6.9 bar)with an internal relief of approxi- 3470; ULC listed under CEX-747;meets agent storage tank housed in a stainless steel enclosure with cover.The enclosure shall contain knock-outs in red enamel. mately 145 psi(10.0 bar). It has automatic requirements of NFPA 96(Standard for the for 1/2 in.conduit.The cover shall contain an opening for a visual status indicator. actuation capabilities by a fusible link detec- Installation of Equipment for the Removal Tanks are available in two sizes: 1.5 gallon tion system and remote manual actuation by of Smoke and Grease-Laden Vapors from It shall be compatible with mechanical gas shut-off devices;or,when equipped with a field or factory- (5.7 L)and 3.0 gallon(11.4 L).The tanks a mechanical pull station. Commercial Cooking Equipment); NFPA 17A installed switch,it shall be compatible with electric gas line or appliance shut-off devices. have a working pressure of 100 psi(6.9 bar), The regulated release mechanism contains a (Standard on Wet Chemical Extinguishing 2.2.5 Regulated Actuator Assembly:When more than two agent tanks are required,the regulated actuator shall a test pressure of 300 psi(20.7 bar),and a Systems). mum burst pressure of 600 psi release assembly, regulator,expellant gas be available to provide expellant gas for additional tanks. It shall be connected to the cartridge receiver out- minimum bar). hose,and agent storage tank housed in a ORDERING INFORMATION let of the regulated release mechanism providing simultaneous agent discharge.The regulator shall be stainless steel enclosure with cover.The deadset at 100 psi(6.9 bar)with an internal relief of approximately 145 psi(10.0 bar).The regulated actua- The tank includes an adaptor/tube assembly. enclosure contains knock-outs for 1/2 in. Order all system components through your • • for assembly shall contain a regulated actuator, regulator,expellant gas hose,and agent tank housed in a The adaptor is chrome-plated steel with a conduit.The cover contains an opening for a local authorized Ansul Distributor. stainless steel enclosure with cover.The enclosure shall contain knockouts to permit installation of the 1/4 in. NPT female gas inlet and a 3/8 in. visual status indicator. expellant gas line. NPT female agent outlet.The adaptor also 2.2.6 Discharge Nozzles: Each discharge nozzle shall be tested and listed with the R-102 system for a specific application. Nozzles tips shall be stamped with the flow number designation(1/2, 1,2,and 3). Each nozzle SPECIFICATIONS shall have a metal or rubber blow-off cap to keep the nozzle tip orifice free of cooking grease build-up. An Ansul R-102 Fire Suppression System shall be furnished. The system shall be capable of protecting all hazard areas associated with cooking 2.2.7 Distribution Piping: Distribution piping shall be Schedule 40 black iron,chrome-plated,or stainless steel equipment. pipe conforming to ASTM At20,A53,or A106. 1.0 GENERAL 1.1 References 2.2.8 Detectors:The detectors shall be the fusible link style designed to separate at a specific temperature. 1.1.1 Underwriters Laboratories, Inc.(UL) 2.2.9 Cartridges:The cartridge shall be a sealed steel pressure vessel containing either carbon dioxide or nitro- 1.1.1.1 UL Standard 1254 gen gas.The cartridge seal shall be designed to be punctured by the releasing device supplying the 1.1.1.2 UL Standard 300 required pressure to expel wet chemical agent from the storage tank. 1.1.2 National Fire Protection Association(NFPA) 3.0 IMPLEMENTATION 3.1 Installation 1.1.2.1 NFPA 96 1.1.2.2 NFPA 17A 3.1.1 The R-102 fire suppression system shall be designed, installed, inspected, maintained,and recharged in 1.2 Submittals accordance with the manufacturer's listed instruction manual. 1.2.1 Submit two sets of manufacturer's data sheets 3.2 Training 1.2.2 Submit two sets of piping design drawings 3.2.1 Training shall be conducted by representatives of the manufacturer. 1.3 System Description 1.3.1 The system shall be an automatic fire suppression system using a wet chemical agent for grease related fires. 1.3.2 The system shall be capable of suppressing fires in the following areas associated with cooking equipment: ventilating equipment including hoods,ducts,plenums,and filters;fryers;griddles and range tops; upright, natural charcoal,or chain-type broilers;electric,lava rock,mesquite or gas-radiant char-broilers. 1.3.3 The system shall be the pre-engineered type having minimum and maximum guidelines established by the manufacturer and listed by Underwriters Laboratories, Inc. (UL). 1.3.4 The system shall be installed and serviced by personnel trained by the manufacturer. 1.4 Quality Control 1.4.1 Manufacturer:The R-102 Restaurant Fire Suppression System shall be manufactured by a company with at least thirty years experience in the design and manufacture of pre-engineered fire suppression systems. • • The manufacturer shall be ISO 9002 registered. 1.4.2 Certificates:The wet agent shall be a specially formulated,aqueous solution of organic salts with a pH range between 7.8-8.2,designed for flame knockdown and foam securement of grease-related fires. 1.5 Warranty,Disclaimer,and Limitations 1.5.1 The pre-engineered restaurant fire suppression system components shall be warranted for five years from date of delivery against defects in workmanship and material. ANSUL® RESTAURANT MODEL R-102 FIRE (STANDARD SUPPRESSION UL 300 LISTED) SYSTEMS DATA SHEET FEATURES • Low pH Agent • Proven Design • Reliable Cartridge Operated • Aesthetically Appealing • UL Listed —Meets Requirements of UL 300 APPLICATION The Ansul R-102 Restaurant Fire Suppression System is an automatic,pre- engineered,fire suppression system designed to protect the following areas asso- ciated with cooking equipment;ventilating equipment including hoods,ducts,plenums, and filters;fryers;griddles and range tops; upright,natural charcoal,or chain-type broil- ers;electric, lava rock, mesquite or gas-radi- ant char-broilers and woks. O The system is ideally suitable for use in • • restaurants,hospitals,nursing homes,hotels, schools,airports,and other similar facilities. Use of the R-102 system is limited to interior applications only.The regulated release and tank assemblies must be mounted in an area where the air temperature will not fall below 32°F(0°C)or exceed 130°F(54°C).The system must be designed and installed within the guidelines of the UL Listed Design, Installation,Recharge,and Maintenance Manual. The detection portion of the fire suppression housed within a single enclosure. Nozzle system allows for automatic detection by blow-off caps,detectors,cartridges,agent, means of specific alloy rated fusible links, fusible links,and pulley elbows are supplied which,when the temperature exceeds the in separate packages in the quantities need- rating of the link,the link separates,allowing ed for fire suppression system arrangements. the regulated release to actuate. Additional equipment includes remote manu- i _ A system owner's guide is available contain- al pull station,mechanical and electrical gas ing basic information pertaining to system valves,pressure switches,and electrical operation and maintenance.A detailed tech- switches for automatic equipment and gas nical manual is also available including sys- line shut-off.Accessories can be added such — -- tem description,design,installation, as alarms,warning lights,etc.,to installations recharge,and maintenance procedures, plus where required. additional equipment installation and reset- Tanks can be used in multiple arrangements SYSTEM DESCRIPTION ting instructions. to allow for larger hazard coverage. Each The restaurant fire suppression system is a The system is installed and serviced by tank is limited to a listed maximum amount of pre-engineered,wet chemical,cartridge- authorized distributors that are trained by the flow numbers. operated, regulated pressure type with a manufacturer. • • fixed nozzle agent distribution network. It is The basic system consists of an ANSUL listed with Underwriters Laboratories, Inc. AUTOMAN regulated release assembly (UL). which includes a regulated release mecha- The system is capable of automatic detection nism and a wet chemical storage tank and actuation and/or remote manual actua- tion.Additional equipment is available for mechanical or electrical gas line shut-off applications. ANSUL INCORPORATED.ONE STANTON STREET, MARINETTE.WI54143-2542 715-735-7411 Form No.F-9501-1 01996 Ansul Incorporated Litho in U.S.A. EXISTING ` a PROPOSED STOP&SHOP - _ �- LAI 0 43'-7" 21'-2" 3/8"ACPYL IC PAINTED WHITE PINNED OUT FROM V'.'ALL USING 1/2- PLASTIC STUDS co N j 16'-1 5/8" CHANNEL LETTERS ILLUMINATED WITH LED'S 1 eople'sUnitedBank LETTERS: WHITE FACES WITH WHITE TRIM & COOL GREY 10C PAINTED RETURNS } 3/r ACRYLIC PAINTED PMS 288& CIRCLES: VIVID ROSE FACE WITH MATCHING TRIM & RETURNS PLANED OUT FtOm WALL USING I/2'PLASTIC STUDS APPLE GREEN FACE WITH MATCHING TRIM & RETURNS AGNOLI SIGN COMPANV, •' • • FRONT STOP&SHOP SCALE: DATE CUSTOMER, STORE 6-2t-18 STOP&SHOP STOP&Sr•IOP PAINT SCHEDULE LOGO 34 SQ FT 1/8"=1'-0" REVISED DATE, 1385 HANCOCK STREET 1739 EL!INGTON RD . BENJAMIN MOORE 1603 - GRAPHITE b-25.18 WINDSOR, CT LETTER 170.E SQ FT QUINCY, MA SOUTH TOTAL REVISED DATE. - HEARTHSTONE 204.6 SQ FT SQUARE FOOTAGE: DRAWING CODE. STORE_ BENJAMIN MOORE 1601 241 SQ FT REVISED DATE, STOP&SHOP/CT/SOUTH WINDSOR,CT a699.PLT BENJAMIN MOORE 1598 - SILVER LAKE BANK SIGN 18.8 SQ FT #699 NOTES: REVISED DATE. STOP&SHOP/2018 LOGO CHANGE/SOUTH WINDSOR, CT - 1739 ELLINGTON ROAD.CDR BENJAMIN MOORE 1590 - PAPER WHITE Serving our communities since 1914 17.6 SQ FT REVISED DATE, 2 SALES PERSON, CHRIS DESIGNER• BRIAN THIS DESIGN IS THE 7CI-USNE PROPERTY OF AGNOU SIGN COMPANY INCORPORATED ALL RIGHTS TD ITS USE OR REPRODUCTION ARE RESERVED PAINTED TO MATCH PMS 293C EXISTING PROPOSED 1 _ _ .. 7 . ._....a _ '^..�.+".�'�.. ._.. ____...i.a9-...:. "•A:..'-'a-' .. ..-'.- .d��r sr,,.r :w:e�,r-� ..x:.:.' _ 17'-6" in CHANNEL LETTERS ILLUMINATED WITH LED'S LETTERS: WHITE FACES WITH WHITE TRIM & COOL GREY 10C PAINTED RETURNS CIRCLES: VIVID ROSE FACE WITH MATCHING TRIM & RETURNS APPLE GREEN FACE WITH MATCHING TRIM & RETURNS AGNOLI SIGN COMPANY, • • FRONT STOP&SHOP SCALE: DATE CUSTOMER STORE 6-21-18 STOP&SHOP STOP&SHOP PAINT SCHEDULE LOGO 5.3 SQ FT 1/4"=1'-O" REVISED DATE, LETTER 27 SQ FT 1385 HANCOCK STREET 1739 ELLINGTON RD ■ BENJAMIN MOORE 1603 - GRAPHITE TOTAL REVISED DATE QUINCY, MA SOUTH WINDSOR, CT 32.3 SQ FT SQUARE FOOTAGE: ❑ BENJAMIN MOORE 1601 - HEARTHSTONE DRAWING CODE. Si02E_ 32.3 SQ FT REVISED DATE, STOP&SHOP/CT/SOUTH WINDSOR, CT u699.PLT #699 ❑ BENJAMIN MOORE 1598 - SILVER LAKE STOP&SHOP/2018 LOGO CHANGE/SOUTH WINDSOR. CT - 1739 ELLINGTON ROAD.CDR NOTES REvlseo DATE, BENJAMIN MOORE 1590 - PAPER WHITE SALES PERSON' CHRIS DESIGNER BRIAN REVISED DATE, THIS DESIGN IS THE EXCLUSIVE PROPERTY OF AGNOU SIGN COMPANY INCORPORATED ALL RIGHTS TO ITS USE OR REPRODUCTION ARE RESERVED ❑ PAINTED TO MATCH PMS 2293 2000025 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER TEMPORIARY STRUCTURE PERMIT DATE: 01/29/2020 GIS ID: 30301739 FEE: 60.00 MUNIS APPLICATION# 202000130 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ROBERTS.FERS INC. ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 134 MIDDLETOWN AVE. OWNER: TOWN CENTER OF SOUTH WINDSOR LLC 1744 ELLINGTON ROAD NORTH HAVEN,CT 06473 DESCRIPTION OF WORK: INSTALL TEMPORARY OPENING IN BLOCK-WALL/CLOSE AT COMPLETION 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 1/29/2020 8:54 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 11000684 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 12/28/11 GIS ID:30301739 FEE: 375.00 MUNIS APPLICATION# 201101492 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MIANO CONSTRUCTION CORP. ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 230 NORTH STREET OWNER: TOWN CENTER OF SOUTH WINDSOR LLC DANVERS,MA 01923 1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 e -- DESCRIPTION OF WORK: INSTALL'NEW OFFICE SPACE WITHIN STOP AND SHOP. (REMAX REAL ESTATE.) SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/28/2011 9:34 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1000045 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 02/22/10 GIS ID:30301739 FEE: 375.00 MUNIS APPLICATION# 201000129 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: AGNOLI SIGN CO.INC. ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 722 WORTHINGTON STREET ,., OWNER: TOWN CENTER OF SOUTH WINDSOR LLC PO BOX 1055 1744 ELLINGTON ROAD SPRINGFIELD,MA 01106-1055 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REPLACE EXISTING SIGNAGE WITH NEW LOGO AND LETTERS 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 2/22/2010 12:43 PM THE FEE ABOVE INCLUDES A$0.22 PER THOUSAND CT STATE EDUCATION SURCHARGE i 1000031 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 03/04/10 GIS ID: 30301739 .; FEE: 45.00 MUNIS APPLICATION# 201000129 M - BUILDING DESCRIPTION: APPLICANT. " ;.::; „ LOCATION NAME: SETRONICS CORP. ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 5 EXECUTIVE PARK DRIVE' 'OWNER: __TOWN CENTER OF SOUTH WINDSOR LLC BILLRICA,MA 01862 - # w =y`�. 1744 ELLINGTON ROAD -SOUTH WINDSOR,WINDSOR,CT 06074 DESCRIPTION OF WORK: REPLACE EXISTING SIGNAGE WITH NEW LOGO AND LETTERS 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 3/4/2010 9:35 AM THE FEE ABOVE INCLUDES A$0.22 PER TI4OUSAND CT STATE EDUCATION SURCHARGE 13000090 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 03/20/2013 GIS ID:30301739 FEE: 15.00 MUNIS APPLICATION# 201300285 J BUILDING DESCRIPTION: " APPLICANT, LOCATION NAME: REMAX EDGE ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 1739 ELLINGTON RD OWNER: �­TOWN CENTER OF SOUTH WINDSOR LLC SOUTH WINDSOR,CT b6074,',. 044 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: NEW NON ILLUMINATED WALL SIGN FOR REMAX EDGE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANC5'WITfl"THE'APPLICATION AND PLANS-APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/20/2013 12:59 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 12000467 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 08/29/12 GIS ID:30301739 FEE: 5,050.00 MUNIS APPLICATION# 201200970 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ROBERTS.FERS INC. ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 134 MIDDLETOWN AVE. -- OWNER: TOWN CENTER OF SOUTH WINDSOR LLC NORTH HAVEN,CT 06473 1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INTERIOR REMODEL AND DECOR UPGRADE FOR STOP&SHOP STORES. 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 8/29/2012 8:57 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800018 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SPRINKLER PERMIT DATE: 05/23/2018 GIS ID:30301739 FEE: 90.00 MUNIS APPLICATION# 201800401 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ALLSTATE FIRE EQUIP INC. ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 70 ROBERT JACKSON WAY OWNER: TOWN CENTER OF SOUTH WINDSOR LLC PLAINVILLE,CT 06062 1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL FIRE SUPPRESSION IN KITCHEN HOODS. 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 5/23/2018 10:32 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800019 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SPRINKLER PERMIT DATE: 06/13/2018 GIS ID:30301739 FEE: 558.00 MUNIS APPLICATION# 201800874 BUILDING DESCRIPTION: APPLICANT" , LOCATION NAME: HARTFORD SPRINKLER CO INC ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 4 BRITTON DRIVE OWNER: •TOWN CENTER OF SOUTH WINDSOR LLC BLOOMFIELD,CT 06002 1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: RELOCATE HEADS FOR NEW CEILINGS AT STOP& SHOP SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY T UILDIN RTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING MFICIAL 6/13/2018 9:46 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 12000003 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SPRINKLER PERMIT DATE: 01/25/12 GIS ID:30301739 FEE: 45.00 MUNIS APPLICATION# 201101492 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PROFESSIONAL FIRE SYSTEMS,INC. ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 200 STONEWALL BLVD. OWNER: TOWN CENTER OF SOUTH WINDSOR LLC SUITE 2A )". -1744 ELLINGTON ROAD WRENTHAM,MA 02093 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL NEW OFFICE SPACE WITHIN STOP AND SHOP. (REMAX REAL ESTATE.)" RELOCATE APPROX.4 SPRINKLER HEADS 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 1/25/2012 10:45 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1200373 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 09/26/12 - G[S ID: 30301739 FEE: 3,750.00 MUNIS APPLICATION # 201200970 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SMITTY'S SERVICE COMPANY 'S "" ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 121 N. PLAINS INDUSTRIAL ROAD OWNERw,�O, TOWN CENTER OF SOUTH WINDSOR LLC UNIT R. 1744 ELLINGTON ROAD .. WALLINGFORD,CT 06492 SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INTERIOR REMODEL AND DECOR UPGRADE FOR STOP& SHOP STORES. DISCONNECT AND RECONNECT OF REFRIGERATION CASES. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/26/2012 2:58 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE i ` 7 3q N fm Road. oil f *Cam#F _ BPI B,9 I-BEAM OR STEEL JOIST NO LOCK ,7A NUT REQ'D _JA VIEW A-A FIG. 69R FIG. 65 RETAINING BEAM CLAMP STRAP • #021 oo 01 00 oo LOCKINGTHREAD CONNECTION co ALL THREAD ROD 6' TO SPRINKLER SYSTEM---- --6' TO SPRINKLER SYSTEM AT CENTER PART AT RIGHT WING SWIVEL RING TOP BEAM CLAMP, ROD, AND RING C� G' 1 6# -----6' DRY-PIPE VALVE w/ALL REQ. ALARM PIPE TRAPEZE 4' GROOVED CHECK VALVE & DRAIN TRIM (TYR OF 2) w/ABD ----6- OS&Y GATE VALVE RETAINING STRAP-\ UL LISTED LwIV1ERSA1L /-RErAPM STRAP w/TAMPER SWITCH KAM CLAW (TYP. OF 2) M C16 ALL-THREAD ROD BL TWTD PIPE 1� 6x4x6' TEE 6' OS&Y GATE VALVE ,,,--SWIVEL RING 4' VIC FLANGE w/TAMPER SWITCH �0 STEEL DEPARTMENT CONNECTION PIPE PIPE SIZE NOTED ON PLANS BAR JOIST OR BAR JOIST OR CU I-" a. �-8' D.I. UNDERGROUND STEEL'D a=FNm)-\ L 039 -- ........... ------- \-ALL-THREAD ROD SWIVEL RING 4- 4 cun + EXISTING DRY ARRANGEMENT ti EXISTING DRY -PIPE VALVE f Bi BK #020 1 Z5 SPRINKLER MAIN SCALD 1/2' V-0 4 6 4---- 3 A 8 -8V 6 2 G-G �,LA-A UNISTRUT TRAPEZE 14' IL -4 TOP OF STEEL 14'-344 C -I-BEAM to IV4 \71 I.I.L. LISTED UNIVERSAL 10-0 4- BEAM CLAMP ? FV4 oil 2 5144 LO �V591 1A Iva no -6 8 RETAINING STRAP 9 9 4 #01 Uj lu'r CU 24' 1 i ,'D W CL �u _j ALL THREAD ROD W\ 6 NUT VASHER UNISTRUT TRAPEZE PER-/ 6 ------ IV2 icul �\v N.F.P.A. #13 9-6 6 4- \0 SYSTEM DESIGN olcl�T B=2-7/16' PIPE cz Lo- U) C=3-1/41 CN SWIVEL RING 00 ti 2 5V4 + SPRINKLER SYSTEM: (DESIGNED IN ACCORDANCE WITH NFPA 13 1999) CN CD Z L0 14 IV, <t/ 4 4-,;, X M 4 Uj o- -PIPE SYSTEM WITH A I ORDINARY HAZARD GROUP 2 DRY B: 14' 1 6-40 DENSITY OF 0,20 GPM/SO, FT, OVER 1950 SO, FT. ----------------- TYPICAL HANGER DETAILS it 3 i N.T.S. #M3, • -3 EXISTING SPRINKLERS L) TO REMAIN PIPE MATERIALS 5 i CONNECT TO EXISTING 3' #012 BLACK SCH, 10 PIPE #011 DRY SPRINKLER: 6-10 EXISTING DRY rx, 1 �,6�10 i� - 7754, BE BF L SPRINKLER MAIN ALL GROOVED PIPE SHALL BE GALVANIZED STEEL SCHEDULE 10 ROLL GROOVED, (G-G) 3 CU 45-.- - - - - - -- ......- ------.......... ....... .... G-G -G, ALL THREADED PIPE SHALL BE GALVANIZED STEEL DYNATHREAD, On 4 SCREWED LINE FITTINGS SHALL BE BLACK DUCTILE IRON 7-7* 4-4144.-(')-'#00.9 • EXISTING SPRINKLERS TO REMAIN LOW.SOFFIT GROOVED FITTINGS & COUPLINGS SHALL BE BLACK DUCTILE IRON WITH FLUSH GASKETS, • 4B �_3 8. i4# Cl? . . . .'TOP.OF.$TEEL. M007 . . . . . . . . . . . . . "A 10-o -Svi 7-04 to- 6 7 . . . . . . ALL MATERIALS TO BE PER NFPA #13 REQUIREMENTS ALL PIPE HANGERS TO BE SPACED AND INSTALLED PER NFPA #13 REQUIREMENTS NM SPRIGS TO PLACE DEFLECTORS AT 11' DN FRON CEILING/TOP OF STEEL ALL SWAY BRACING TO BE SPACED AND INSTALLED PER NFPA #13 REQUIREMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5E ly�-' 172. IV4 • • • EXISTING SPRINKLERS -07" #021 8'. TO REMAIN #095 GENERAL NOTES Xq . . . . . . . . . . . . . . . . . 18, 1 7 SYMBOL DESCRIPTION e 004 . . . #062 41m .. . . . . . . . Ze- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CENTERLINE OF PIPE ABOVE FINISH FLOOR 3B E o, I CENTERLINE OF PIPE BELOW TOP OF STEEL . . . . . . . . . . . . . . C • . . . . . . . . . . . OO HYDRAULIC REFERENCE POINT .• . . . . . . . . . . . . . . . . . . . . . . . A0 HYDRAULIC CALCULATED BRANCH LINE NUMBER 71\ . . . . . . #000 AA . . . . .. . . . . . . . FABRICATION TAG 4110. N., x ALL PIPE LENGTHS SHOWN ARE CENTER-TO-CENTER UNLESS OTHERWISE NOTED N, DA .2 0 Ww"*W LINES **wmm ARM AVERS LOCATIONt RENOVATM AREA - CENTER PART MAXIMUM LOADS Qb) FOR SWAY BRACE COMPONENTS -2 8.90 1.049 0 9.58 11.39 K= 5.60 52 0.00 1,049 1 0.58 9.00 60 23 DL I Q 117 1 2.00 M 0 ELEV--Q 58 a 095 a 5.00 0.25 EV=Q 58 T ICAL AFCON SWAY BRACE DETAILS- IL'Lu SYSTEM TYPE MY 'C' FACTOR in 18.90 120 11.58 1.36 IB 16.80 120 5.58 0,53 N.T.S. ANGLES=> A B C D C4 DENSITY 0A DESIGN AREA SOFT. 24 BL-2 19.43 1,380 0 9.00 13,00 K- S 39 2B 16.80 9.78 K- 5.37 >-LIJ 0. 114 0 0100 Q 00 k�Dl C-0) AREA PER SPRINKLER VARIES #SPRINKLERS CALL. 24 38.33 lea 9.00 1.03 0.00 1.080 1 0,58 11.39 K=5.60 STEEL BEAM AFCON FIG. 87 1/2' HILTI KWIK-BOLT 11 53 AFCON FIG. 85 SWAY BRACE ADAPTER STEEL JOIST EXPANSION ANCHOR K30-_44'R45-59'W6O-9�V R. H13SE ALLOWANCE OTHER a 101 0 5.76 0.25 EV--0,58 CHORD 01 SWAY BRACE ADAPTER AFCON FIG, 86 112' ALL-THREAD _2142'x5' WOOD 25 BL-2 20. 19 1,610 1 4.09 14.03 K= 5 39 2B 18.90 120 6.34 0.64 TOP ROD w/NUTS AFCON STRUCTURE Rx"MMAN" 0. 117 IP_W Oz 83 Z CONCRETE I ELEV=I.92 STEEL JOIST SWAY BRACE AD NAILER ATTACHMENT ADAPTER STEP LINE G•_Aw DIA T PIPE PT F93F 58.52 120 16.09 1.69 18.90 12.28 K= 5.39 0 CONSTRUCTION # 13R LMS/FT E FITT PE NaTEs ---------- 0 AFCON FIG. 77 AFCON FIG. 77 _�AFCON FIG. 85 2015 2015 2015 2015 NON 6!-TOTAL C 13THM MTAL PF 26 BL-2 5&52 1&75 K=14.30 54 0.00 1.049 1 0.59 9. 18 K-5.60 AFCON 089 0 WW** Not Ww" 0.097 0 5.00 0.25 EV-0.58 LOCKING ATTACHMENT END AFCON FIG. 77 86-PERP 2015 2015 2015 1 BL-I 16.80 1.409 0 8.58 9,00 K- 5.60 27 BL-3 16.97 1,080 0 S.66 % IS K- 5.60 3B 16.97 120 5.58 M 54 2015 0.023 1 3.32 (125 ELEV-0.58 0.083 1 ?_30 0,25 ELEV=O.58 1' OR 1-114' PIPE E STEEL JOIST TO BEAM 16,80 120 11.90 1127 16.97 - leo 10.96 CL 91 16.97 9.97 K- M 37 1' OR 1-1/4' PIP AFCON FIG, 77 V OR 1-1/4' PIPE/ I' OR 1-1/4' PIPE 86-PARALLEL 1265 1265 1265 1265 2 ADJUST 16.80 9,52 K-5,44 28 BL-3 17.27 1.380 1 ,~3,63 IQ 34 K= 5.37 3B 53 0.00 1.ID49 1 0.58 8.78 K=5,60 LOCKING ATTACHMENT END TO BEAM I EL-I 17.01 9.78 Q=n P3^v 5 IB 0,093 1 9.00 0,83 ELEV-1.92 01091 0 5.00 0.25 EVr-Q 58 34.24 120 12.63 1. 17 5B 16.59 120 5.58 0.51 87 2015 2015 2015 015 3 BL-I 16.80 1,380 0 a 00 9.78 K= 5.37 IR -------- ---------- 01090 0 0100 0100 29 BL-3 34,24 la 34 K-9,75 16,59 9.34 K= 5.37 STRUCTURE ATTACHMENTS 33.81 120 a 00 M 72 - - ___ -_ -_ _= 88-with 1400 1400 1400 1400 30 BL-4 16.80 1. 1 a 67 9,00 K- r,iw)06 56 0.00 1.049 1 2118 8.78 K-5,60 XX-X00 TYPE - HFGADAPTER 112' BOLT 4 BL-1 17.40 1.610 a 8.00 IQ 50 K- 5.37 0.094 2 9.00 a 87 ELEV-2.00 a 093 1 7.00 0.25 EV-0.58 AFCZ7N STRUCTURE A TTACHI 01093 0 a 00 a 00 16.80 120 11,67 1110 5E 16.59 120 9. 18 0.85 __`�STRUCTUREANGLE - LENGTH (X-) 51.21 lea 900 0.74 30* Min. 30* Minimum- �451 Minimum xx-00 TYPE- MFG, PIPE CONNECTION FITTING - --- -------- 31 BL-4 16.80 10.97 K=Si 07 16.59 9.88 K- 5.M __<� 76, 77, 78 & 79 1007 1425 1744 2015 5 BL-I 18.00 1,610 0 8.00 11.24 Kc 5.37 ------ ------- ? OR 1-1/4' PIPE LATERAL (LA) AFCON (A) C:) 01160 a a Go 0100 32 BL-5 16.59 1,049 0 S,58 8.78 K- 5.60 37 0.00 1.049 1 1.00 8.37 K=5.60 "\I' OR 1-1/4' PIPE AFCON FIG, I LONGITUDINAL (LG) TOLCO (T) LAJ q1D 69.21 120 a 00 1.28 0.ow I a 00 a 25 ELEV--O.58 a 088 0 51 w 0.43 EV-1.00 AFCON FIG. 410 AFCON FIG. 78 SWAY BRACE 010N PIPE c:> ------ 16.59 120 10.58 0.97 7B 16,P-0 Im 6.00 0.53 SWAY BRACE CLAMP STRUCTURE, ANGLD ATTACHMENT FITTING 6 BL-1 19.00 P_067 1 a 67 IP_52 1(- M 37 -------- 0 STRAIGHT LOCKING END 0,074 1 15.IDO Q 87 ELEV=a 00 33 BL-5 1&98 1.380 0 8.00 to 00 Km 5.37 5B 16.L>O 9.33 K- a 30 CROSSMAIN CONCRETE <0 30-44' (A) D 0o AFCON FIG, 79 STEEL (S) 45-59' (B) 001/020 1007 1425 1744 2015 U 00 8921 120 18.67 1.39 0.089 0 0.00 0600 4-WAY ATTACHMENT JOIST (J) 60-89' (C) < I- 3:157 120 00 0.71 AFCON FIG. 1 CROSSMAIN OJ SWAY BRACE 90' (D) 410 El 7 EL-I $8.21 14.78 K-M 94 34 BL-5 17.57 1.610 0 S.00 1M 71 K= M 37 ADAPTER, 1'-3' PIPE 250 353 432 500 L) a BL-I Q 00 a 260 0 IQ 50 14.7nmS 01091 0 0,OD a 00 AFCON 85,86,87,88 0.009 0 0.00 0100 51. 14 120 8.00 M 73 TOLCO 909,925,925A 410 1007 1425 1744 2015 BA S&el 120 IQ so a 09 4'-81 PIPE _j E3 cu LENGTH- Ld 35 BL-5 18, 16 1,610 1 6.40 11.44 K= 5,37 LA-XOO < U 9 14.87 K-22.88 0. 161 0 a 00 a 00 LATERAL SWAY BRACE LONGITUDINAL SWAY BRACE LG-XOO 4-WAY BRACE PIPE LENGTH IN INCHES HIL TI ADJUST 88,21 �XX-00 xx_Ao CONCRETE ANCHOR BA 9&64 1&75 0-n P3^,5 69.30__ 120 14.40___S32 40' MAXIMUM SPACING 80' MAXIMUM SPACING (YA*) C:) OC) DENOTES I' PIPE 1/2x4-1/2' KWIK-BOLT 11 PA 0 10 +BL-2 58.52 a 260 0 IQ 50 16.75 K=14,30 EL-2 36 BL-5 19.59 2,067 1 2.08 la 76 K= 5.M 5E -1/4' PIPE 640 1004 1350 1840 0 DENOTES I ANCHOR IN 3000 PSI CONCRETE :D --I f::1 a 022 0 0100 0.00 0.075 0 IQ 00 a 90 ELEV-2.08 PIPE ATTACHMENTS (Am) DENOTES 1-1/2' PIPE CD ps 152. 16 120 10.50 0.23 88 89 120 1p_08 a 91 Z SCHEDULE 40 PIPE It +13L-3 4M 16 a 260 0 IQ 70 16.98 K--9,75 BL-3 37 BL-5 88.89 15.57 K=22.53 a 035 0 0.00 a 00 "[P]A.5 �89STAX.MXMIC 100 1' (LRG=0.42) ( I/r=300) 786 1111 1360 1360 BC 192,32 120 IQ 70 a 37 38 K-6 20.74 1.049 0 10.58 1&72 K= �60 10'-6 MAXIMUM LENGTH ------- 0, 139 1 2.00 Q 25 ELEV-0.58 SPRINKLER SYSTEM SEISMIC LOAD CALCULATIONS 12 +BL-4 21, 13 3,260 0 9.50 17.35 K-5,07 BL-4 20.74 120 la 58 1.75 90 1-1/4' (LRG=0.54) ( (/r=300) V) Q 041 1 6.72 0.00 GwKE P3 5 1063 1503 1841 1841 0 BD 213.45 Lao 16.22 a 67 39 BL-6 2a 20 1.380 1 7.55 1572 K- 5,60 13'-6 MAXIMUM LENGTH 0 0. 141 0 6,00 Q 001 13 +BL_5 95.63 a 260 0 IQ 39 18.02 K-2P_53 BL-5 4a 94 120 la 55 1.91 80 a 083 0 0100 0100 Q-KC P3 A.5 --------------- ------ EARTHQUAKE PROTECTION NOTES M BE 309.08 Im IQ 39 0.86 40 BL-6 4&84 E.067 1 1.00 17.63 K- 10,44 6C C, M ------ 0.073 0 10.00 0.43 ELEV=I.W LOAD CALCULATION FOR 80' MAXIMUM 1. ALL SEISMIC FORCE VALUES SHOWN ARE THOSE GIVEN IN THE 14 +BL-6 S&83 3,260 0 e,42 18,88 K-19.98 BL-6 96.79 120 11.00 a so 70 1999 CONNECTICUT SUPPLEMENT TO THE STATE BUILDING CODE AND/OR O&RO, • a 131 0 0.00 a 00 Q=KE P3 5 SPACING OF LONGITUDINAL BRACING % L BF 395.91 leo 42 1. 10 41 BL-6 66.78 IS,86 K=19.98 THE BOCA NATIONAL BUILDING CODE/1996 C.2 Q) - - --- :::=� - - ^ 60 Seismic Forces Fp = (Av)(Cc)(P)(ac)(Wp) 2. LATERAL SWAY BRACING TO BE SPACED AT MAXIMUM 40 FT ON Ar Is +]L-7 43.94 a 260 0 6.08 19.98 K=9.83 BL-7 42 - 16.20 1. 49 0 13.00 9,37 K- 5,60 Fp = (0.11)(2.0)(1.5)(1.0) Wp) = (0,33)Wp CENTER FOR ALL FEED AND CROSS MAINS AND ALL OTHER PIPING 2142' +BL-8 eS.02 Q 174 0 a 00 a 00 G-KE P3 5 0.088 1 P_GO a 43 ELEV-1.00 Q7 LATERAL SWAY BRACING Fp=(Av)(Cb(P)(Ab(Wp) :0• ei [FUR !H= STRE w AND LARGER. 01 +, Da 462.89 120 6.08 1.06 K-3, 15 BL-8 16.eO 120 15.00 1.32 Ld Pipe Size Wp = Weight of 80' CALCULATION FOR Fp=(0.1D(2.0)(I.5)(I.0)(Wp) 00 ZU361 kI CL ------- U: 50ZOI=3 and Type of Water Fitted Pipe (lb) Fp= (0,33)Wp (lb) 3. LONGITUDINAL SWAY BRACING TO BE SPACED AT MAXIMUM 80 FT .1 % Qj ZONE OF INFLUENCE Fp= (0.33)Wp ON CENTER FOR ALL FEED AND CROSS MAINS. 16 +39L-9 23.59 a 260 0 1.25 21.04 K-S 14 BL-9 43 BL-7 16.86 1,M 1 7.65 10, 12 Ka Si 30 7B 0 0.00 0100 Q=KE P3 5 0,086 0 00 a 00 0 bi 0. 192 0 w 2' SCH, 10 337.60 111.41 PIPETRAILS L L C RH 486.48 120 1.n Q 24 33,06 120 1&65 4. 18 0- 40 Pipe Size Wp = Weight of Fp= 4, 4-WAY BRACING TO BE INSTALLED AT THE TOP OF ALL RISERS AL ------ 21421 SCH. 10 471.20 155.50 and Type Length Water Filled Pipe (0.33)Wp ((b) o 0,267 0 12,46 a 00 �w=w=;x.Ww 3' SCH. 10 635.20 209.62 EAST WINDSOR) C O N N E C T I C U T 06074 17 0.00 a 260 1 50.92 21.28 K-105.46 44 BL-7 33.06 11130 K-9,M 5. SEISMIC SEPARATION ASSEMBLY TO BE INSTALLED WHERE PIPING BI 486.48 100 63.38 1&9:3 43 BL-8 16 20 1,049 1 5.35 837 K= 5.60 30 1-SCH40 55. 00 112. 75 37. 21 CROSSES BUILDING SEISMIC SEPARATION JOINTS ABOVE GROUND LEVEL ------- 4' SCH. 10 942.40 310.99 1.25-SCH40 30. 00 87. 90 29. 01 6, ALL BEAM CLAMPS TO BE INSTALLED WITH LISTED RETAINING 18 Q 00 4.e60 0 07.79 3&21 K=78.70 16,eO leo IP-35 1.09 6' SCH, 10 1842.40 607.99 1. 5-SCH40 35. 00 126. 35 41. 70 STRAPS. 0.088 1 7.00 0.43 ELEV-1.00 M 073 1 6.38 --M 47 EV-1.08 20 - 2-SCH40 6. 00 30. 78 10.16 7. THE LAST HANGER ON ALL BRANCH LINES TO BE INSTALLED WITH Bi 486.48 too 94. 17 6.84 46 BL-8 1&20 S89 K--M I!J 8' SCH, 10 3206.40 1058.11 3-SCHIO 40._0o 317. 60 104. 81 A SURGE RESTRAINT CLIP. SPRINKLERS Rev, Date Init Description Scope,XXXXX =�W�wxtam= 21w=== I Make Size Finish Temp. SIN # TOWN CENTER P LAZA 19 M 00 6.357 1 298.33 44.M K-7a 86 47 PL-9 18.44 1,049 1 5.22 10.84 K- 5,60 2' SCH. 40 1 410.40 135.43 - SYM TOTAd 0.010 It 121.03 3.61 EV=S,33 0. 112 2 9.00 Q 43 ELEV=1.00 10 2142' SCH, 40 631.20 208.30 8, FLEXIBLE COUPLINGS TO BE INSTALLED ACCORDING TO NFPA 13 Model Response Orientation Escutcheon Nominal K ADDITIONS AND RENOVATIONS 14 BK 4M 48 too 419.36 4.33 18.44 120 14.22 1.59 222.88 (1999) 6-4.2 4: ------- 3' SCH. 40 865.60 285.65 TOTAL 48 VIKING 112' BRASS 155 VKIOO ELLINGTON ROAD/BUCKLAND ROAD _j 48 RL-9 18.44 IP_as K=S 14 9. WHERE REQUIRED, SLEEVES TO BE INSTALLED ACCORDING TO THE @ 20 Q 00 6,357 0 % 5P-52 K-67. 13 M STANDARD UPRIGHT ON SPRIG - 5.6 0.007 3 37.72 1.08 EV=2,50 0 4' SCH, 40 1312.00 432.96 1 FOLLOWING SCHEDULE, SOUTH WINDSOR, CT 06074 BL 486.48 120 47.22 a 35 49 BL-6C 20.74 1,049 0 10,58 13.7e K= 5,60 200 400 600 800 1000 1200 1400 1600 2535.20 836.62 PIPE SIZE SLEEVE SIZE 0, 139 1 2.00 0.M ELEV-0.58 WATER FLOW (GPM) 6' SCH. 40 1 11 3' �j 21 Q 00 8,270 1 100Q 00 n 95 K-66.23 2Q 74 120 12.58 1,75 81 SCH. 30 1 3816.00 1259.28 1144 - 2' 4' 6 w 0 WA FER A AF'M E P R E A R T H E S E SWITCH I K VA LVE f + T PIPE SIZESIZE N LVE CH CHECK C VALVE OR I_. UNDERGROUND UNI ®WATER SUPPLY (b FIRE PUMP MARGINS ®SYSTEM DEMAND FIRE SPRINKLER ADDITIONS AND ALTERATIONS a Doe 3 81.07 0.00 STATIC 73 PRES. RATING 0 PRESSURE 2142 - 3' 6' �1: BM 486.48 120 1081,07 P_21 so BL-6c 22.20 1.380 1 a 45 15.72 K= 5.60 _ILL PRESSURE 5$,L 81 ::3 0, 141 0 6.00 a 00 RESIDUAL 40 FLOW RATING 0 FLOW 377 FLOW 487 4' HYDRAULIC CALCULATIONS 11 TEITAL GPM FLOW 486.48 AT TOTAL PSI OF 5& 16 42,94 120 8.45 1. 19 FLOW 1250 6- 10, 1 81 Drawn; JC 9/04 Ln ELEVATION 100 ELEVATION 13-00 12' Date: 9/ ob No: Sheet D 4P 16 91 K-10.44 0 DEMAND AT 323 51 BL­6C 94 Scale: sc of No, i T-Rr®M 1'1D rTCCI InTf`T tin 1 nrl! u 'RE'6♦ i a L_rn-. u.♦ J ILL JlJ1J 1 { NUT REQ'D �1 it 7A } JA FIG. 69R VIEW A-A RETAINING BEAM 6 CLAMP /STRAP #021 __.. } LOCKING THREAD CONNECTION CD {} ALL THREAD ROD 11} { 6 TO SPRINKLER SYSTEM i �' `'-6' TO SPRINKLER SYSTEM 4 } AT CENTER PART AT RIGHT WING SVIVEL RING d I ! • { TOP BEAM CLAMP, ROD, AND RING 6' r 6' f ! o 0 0 0 �. __6' DRY-PIPE VALVE w/ALL REQ. ALARM PIPE TRAPEZE f 4 GROOVED CHECK VALVE f & DRAIN TRIM 1( • w/ABD o o i ± (TYP. OF 2) REiAUm�s UL LISTED LNIVERSAL } -�`6' O(TYP.AS )ACNE TRAp� # j � w/TAMPER SWITCH ® BEAM CLANP f-RETABQMG STRAP i ALL41AREAD R® TIGHT TO PIPE `J ` I � ' ' 6x4x6' TEE 4' VIC FLANGE d 6' OS&Y GATE VALVE �y�0ti /-SNIVEL RIMG-� v, w/TAMPER SWITCH STEEL a DEPARTMENT CONNECTION 6' WAFER CHECK VAI VI f P� i > ) PIPE s�r+M ON a.,ws BAR JOIST OR 1 BAR JOIST OR Cl) STEEL I-BEAM STEEL I-BEAM ` Cu q�p�LLGg, QF MEEDED)� --8' A.I. UNDERGROUND \•-ALL-THREAD ROD ! SNIVEL RDIG y .. c, + ... ! ' - VALVE ARRANGEMENT . (�I EXISTING DRY N ILK EXISTING DRY -PIPE I i 5 a__. 4 SPRINKLER MAIN �. 6 _ i _ w 6 �1 SCALE+ 1/2' = V-0 I #020 r i _. ._ ® �. ,e 86-8112 ® �. 74-0 ` �- 21-6 1 i UNISTRUT TRAPEZE "2 3 G-G p G-G G-G fy M 1 _____.._ __._ __ _.__ 1Tt I 4,I -'-�" 1 TOP OF STEEL = 14' 34'4 { cy, ! Ck, ��� ! �•'�' Ac' -I-BEAM • ��� 1 • ly4 U.L. LISTED UNIVERSAL 1 10-0 4-4 BEAM CLAMP 5V4 ! ! �y • o Cr. ! j ! j I ON � ! 1 `tip i 1 • 1y4 + 1!!2 RETAININSTRAP 9-6 9-6 #018 �, ! 24' 1 i o i W , L w o , ! J ALL THREAD ROD V\ I 1 #01 } ! !o � NUT & WASHER �� ` n!N�UNISTRUT TRAPEZE PER 6 . i . ly4 �� ! N.F.P.A. #13 9-6 11 9-6 4-4 r • A=1-5/8' i ce' t r�° i MI I I ® v B=2-7/16' PIPE C=3-1/4 { ! )o SW va �.. + �, �` °° sY4 } �_ � o''� SPRINKLER SYSTEM: (DESIGNED IN ACCORDANCE WITH NFPA 13 1999) � I 14 . `` 1 �. • ly4 - 1}, } v I S�ti��®� ✓off F - _ ❑RDINARY HAZARD GROUP 2 DRY-PIPE SYSTEM WITH A A-AB , aF�q DENSITY OF 0,20 GPM/SO, FT, OVER 1950 SO. FT. TYPICAL HANGER DETAILS 71Cn } o N.T.S. #013 .0213 l rs EXISTING SPRINKLERS ! ! r m I 1 TO REMAIN ,� , ! ®® PIPE & MATERIALS 5 i ,� CONNECT TO EXISTING 3' j #012 -, ��� ! BLACK SCH, 10 PIPE w 1 ! DRY SPRINKLER: ,61I0 i _-. _ '• .BI #010.'.''- ..7� u 6-IO 3-6 4.' ! EXISTING DRY he BE 's 1 BF IjH� ® m.. ®45�L0® SPRINKLER MAIN M _ w r ALL GROOVED PIPE SHALL BE GALVANIZED STEEL SCHEDULE 10-ROLL GROOVED, (G-G) Cu .: G-G • C: w;, . , . • G a �� ALL THREADED PIPE SHALL BE GALVANIZED STEEL DYNATHREAD, ! �. �,�•' J. • "' SCREWED LINE FITTINGS SHALL BE BLACK DUCTILE IRON , i ` 1 #;. ..12�0•'. .' 7-7�s • .'4=.Y4• . EXISTING SPRINKLERS ! r �ti I r; 7• :'LOW.SOFFiT'. 7II'•.'. ,', TO REMAIN M , '. . '. •''. GROOVED FITTINGS & COUPLINGS SHALL BE BLACK DUCTILE IRON WITH FLUSH GASKETS. LA-AB' ' i �T TOP.OF $TEEC•_•14''34+cv l� . . } *007,' • i • .'y4. •. 1 ® #006 10-0,' 2^Sy4 Bl 77614 10-0' l�. �� : • . : .: : � . ,2 ALL MATERIALS TO BE PER NFPA #13 REQUIREMENTS NOTE, SPRIGS TO PLACE DEFLECTORS AT Q . ��?' '• ' ' ' '.�.' . .' . . '. . , '. .•'.•.• ALL PIPE HANGERS TO BE SPACED AND INSTALLED PER NFPA #13 REQUIREMENTS u' DN FRON CEILING/TOP OF STEEL Q ALL SWAY BRACING TO BE SPACED AND INSTALLED PER NFPA #13 REQUIREMENTS . - �'"•�. .fir. •.' SE '.- f�•. .• • .' . ••.. . , . , .' 1 Iy . f . � •••' '; '• • . ' ; . . EXISTING SPRINKLERS #022 BE -4�4 • . 8=0 .'. 8=0 8-.0 w. #0p5. TO REMAIN GENERAL NOTES tell �Iuo4 SYMBOL DESCRIPTION ;' -II ti r,'•' loos • ?O '. 002'. 001• CENTERLINE OF PIPE ABOVE FINISH FLOOR w ' 0' CENTERLINE OF PIPE BELOW TOP OF STEEL 1v r� ':'•' 2B. .' O HYDRAULIC REFERENCE POINT .. . pro � . HYDRAULIC CALCULATED BRANCH LINE NUMBER #000 AA FABRICATION TAG sr ,r r ��,o ALL PIPE LENGTHS SHOWN ARE CENTER-TO-CENTER UNLESS OTHERWISE NOTED rs + DA �. 2� Ot� ipmmimmm LINES mw*mmm ****A* ARM MRS mI*Iix* LOCATION, RENOVATION AREA - CENTER PART "'.'�1"�1"°""�1'""'"' ""°""'a,f'" '""""""�I""""" 1"1. 1'"`"`►"*"""`�1"'. '"'""`"` >« �1�1'I " °�1 " 1 YAMM"el MMUM „" ' 1"' '°I� 'I "`g' 1 1'1�1�1'°"' 1"` „`�'"'°'"k,��l'�" "": ,`` MAXIMUM LOADS Qb) FOR SWAY BRACE COMPONENTS 23 BL-2 10. 90 1.049 0 %Z58 It.39 K= 5.60 52 0.00 1,049 1 0.58 9.00 Ka5.60 T V PICA L A / O N SWAY D R A C E DETAIL S Z 0. 117 1 2,00 a 25 ELEV=O.58 a 095 0 5.00 0.25 EV=0,58 ANGLES=> A B C D W o • I8. 90 120 11.58 1. 36 IB 16.80 120 5.58 0.53 � SYSTEM TYPE DRY C 'FACTOR 120 r N.T.S. -- W45-591JKO-90' DENSITY � DESIGN AREA SOFT. 195 24 BL-2 19. 43 1.380 0 9.DO 13.00 Ka 5,39 2B 16.80 9.78 K= 5.37A AREA PER SPRINKLER VNMS #SPRINKLERS CALC. 24 0. 114 0 a00 a00 r __.___.____ -_____-__.____-___-_____-____..- �____-~_- AFCON FIG. 87 �3R 33 120 9.00 1.03 53 0.00 1.080 1 0,58 11.39 K=5.60 AFCON FIG. 85 STEEL BEAM SWAY BRACE ADAPTER STEEL JOIST EXPANSION ANCHOROLT II "30-44 90°-HOR. HOSE ALLOWANCE _m _ OTHER 0 _ ---------_-� _-___ ________________-_- ____ _._-___�__.. M_ a 101 0 5.76 0.25 EV=O,58 SWAY BRACE ADAPTER �J. Y2' ALL-THREAD 25 BL-2 20, 19 11610 1 4.09 14.03 K= 5, 39 2B 19.90 120 6.34 0,64 TOP CHORD OF AFCON FIG, 86 / .� ROD w/NUTS 2Y2'x5' WOOD AFCUN STRUCTURE �xx�ll �I�Izellx•....xa�x�l•a�l�x�low�llllal�x�x�>R�x�l�(rws�al�l�l�l��l�l[rlat 0. 117 1 12.00 0. 93 ELEV-1.92 - --------------- '~'-------- ---^------------__-,____ __ _ STEEL JOIST .� SWAY BRACE AD NAILER NAILER CONCRETE � ATTACH+fE,VT.4DAPT£R STEP LINE Q-ADD DIA T PIPE PT REF 58. 52 120 16.09 1.89 18. 12.28 K= 5.39 o CONSTRUCTION / # OR LOSS/FT E FITT PE NOTES -__- -___ -__w__--__--__ -��_____________ ___________-__ __w-_.__-.__. ____ __�__-___________-____-_r________ _-_ ° AFCON FIG, 77 .----AFCON FIG. 77 85 2015 2015 2015 2015 NIIDE Q-TOTAL C 13THM TOTAL PF 26 BL-2 5a 52 16. 73 K=14,30 54 0.00 1.049 1 a 58 9. 18 Ka5.60 AFCON FIG, 77 AFCON 089 f ?"roop #ik3K%E31E>E7HIIAFI% 31EIrlBIE<M31tY1x31F71t3k3tyaa�llxrll�xlln� xl allllx�cw�(>x1 +Ipt3r71f1i1kilHfYflfif31FiM1111ax>tl*yl�nlla>�ae ass�scaca��aaca>xsaaaauaxorzaaaus =asaxaraz=ssmzsmas=csaas�a�aaomas�rs�ac 0,097 0 5.00 0.25 EV=a 58 LOCKING ATTACHMENT END AFCON FIG. 77 1 BL-1 16.80 1.409 0 a 58 9,00 K- 5.60 27 BL-3 16. 97 1.080 0 S.66 9. 18 K= 5,60 3B 16.97 120 5.58 0.54 80 BEAM . 2015 2015 2015 2015 01023 1 3.32 a 25 ELEV=0.38 0.083 1 2.30 0. 25 ELEV=a 5$ - -_----------------------_-_�_____-- dl"ORSTEEL JOIST TD BEAM-- 1-1/4' PIPE 1&80 120 -- 11.90 0.27 ____--_- ____1& 97--- 120----- 10,96 a 91 _--_-~ 16,97 9.97 K- a 37 V OR 1-1/4' PIPES, o __-_ ___�___.__ __ _-_________ ____.~-_____________r________ _____ -___. __________~_-.- AFCON FIG. 77 1' OR 1-1/4' PIPE i-1:4' PIPE 86-PARALLEL 1265 1265 1265 1265 2 ADJUST 16,80 9.52 K-3.44 28 BL-3 17. 27 1,390 1 3.63 10.34 K= 5.37 3B 35 0.00 1.049 1 0.58 S.78 K=5.60 LOCKING ATTACHMENT END TO BEAM BL-1 17.01 9.78 Q=KEP3^.5 1B 0.093 1 9.00 a 83 ELEV-1.92 0.091 0 5.00 0.25 EV=0.58 ____- ._....�_ �. _-__ _. ____-~-__-_- _._ . 34. 24 120 12.63 1. 17 5B 16.59 120 5.59 0.191 87 2015 2015 2015 201 3 BL-1 1&80 1.380 0 a 00 9.78 K= 5,37 IB ----_ _. _________________�_.-�__ ______..______-________--- ----.,-----_�______�_. -�________---`-~--_....____---._ STRUCTURE ATTACHMENTS a 090 0 0100 a 00 29 BL-3 34.24 1i-34 K=9.75 16,59 9.34 K= &37 88-with 1400 1400 1400 1400 33 81 I20 8 00 0 72 -==_ __=-_=____===_=_-=-=-x= _-==__ _-= =___=-- -.---_ ____�w_ ~ _-__.�__ -_ ._.______- ____ __ - 30 BL-4 16. 80 1.049 1 a 67 9. 00 K= 5.60 56 0,00 1.049 1 2. 18 8.78 K=5.60 - i/2' BOLT t72 4 BL-1 17.40 1.610 0 8.00 10.50 K- S.37 0,094 2 9100 a 87 ELEV-2.00 0.093 1 7.00 0.25 EV=0.58 XX-X _ TYPE - MFG,ADAPTER AFCJN STRUCTURE ATTACH: 01093 0 a 00 a 00 __ _-1680__ _120____-- 111,67^1. 10~--Y_~_-^-- 5E 16.59 120 9. 18 0185 51.21 220 S.00 a 74 ----•-- XX-00 STRUCTURE,ANGLE - LENGTH (•x) ___._- _ �_-___w_-_--_________ _ ___..r - - r_�.__ 45? Minirlur, PIPE CU'JNECTIEN FITTI.bu 31 BL-4 16.80 Ia 97 Ka5,07 16.59 9.88 K= 5,28 Min. 5 BL-1 la 00 1.6f0 0 8.00 i1.24._, K S.37 30' MiniMuro TYPE, MF K- 5. _ __ ,a, =, �� zr� ___ ===„z@zi��x =aRn, .___.__-__.--__-�_______ -___ .__�_M__._-____ ___ 1' OR 1-1/4' PIPE LATERAL <LA) AFCON (A) 76 77, ?8 & 79 1007 1425 1744 2015 o 01160 0 a 00 0.00 32 HL-5 16.S9 1.049 0 a 58 &78 Ka 5.60 37 0.00 1.049 1 1.00 8.37 K=3.60 (' OR 1-1/4' PIPE AFCON FIG. i LONGITUDINAL (LG) TOLCO (T) J O 6%21 120 a 00 1.28 0.092 1 a 00 a 25 ELEV=O.58 a 088 0 5.00 0.43 EV-1.00 AFCON FIG. 410 AFCON FIG, 78 SWAY BRACE AFCON PIPS 1&59 120 10.58 0.97 72 16.20 120 6.00 0.53 SWAY BRACE CLAMP STRUCTUREt ANGLE 4TT4CHYfiVT FITTING 6 BL-1 19.00 2.067 1 a 67 12.52 K 5,37 - ---__ - � .___ _____-__-____ _____ -_____--_ __�- _- _._______.__�_�_�__. Y______._..__----___.__-_-_---_____Y__-_� _ � o STRAIGHT LOCKING END ✓�� Zco 0,074 1 15.00 0,87 ELEV=2.00 33 BL-3 16,98 1.3BO 0 8.00 Ia 00 K= 5,37 5B 16.20 9.33 K- 5.30 CROSSMAIN CONCRETE (C) 30-44• (A) u co ea 21 120 I8.67 1.39 0.089 0 a 00 a 00 ___-__.-,_____.•..._�.__- _-.-- ____-_ ~__-___.__ __- •� AFCON FIG, 79 STEEL (S) 45-59 (B) 001/020 1007 1425 1744 2015 -_-__ __ _.___._-_.-____--------- -------____-_-.�-- ----- 33.57 120 a 00 0. 71 ` AFCON FIG. L CROSSMAIN 4-WAY ATTACHMENT JOIST <J) 60-89' (C) � 1 1­- --- � 7 BL-1 88.21 14.78 K=2a 94 --_--- ----------------------------------------`------"____-_ U 34 BL-5 17. 57 1.610 0 8.00 la 71 K= M 37 SWAY BRACE 90' (D) 410 250 353 432 500 -8 BL-1- a 00 a 260 0 Ia 50 14.78 01091 0 0100 a 00 ° ADAPTER-T R, 1'-3' PIPE 1 AFCON 85,86,87,88 (� � Z a�'3 0.009 0 a 00 0.o0 51. 14 120 8.00 a 73 TOLCO 909,925,925A 410 1007 1425 1744 2015 - J p BA 8a 21 120 1a 50 a 09 - -------_---____~- ___ __ ______-_ - 4'-8' PIPE I-" W 35 BL-5 Ia 16 1.610 1 6. 40 11.44 K= 5.37 LATERAL SWAY BRACE LA�� LONGITUDINAL SWAY BRACE LGLG� 4-WAY BRACE PIPE LENGTH IN INCHES HILrt LENGTH, � 3 0 9 __ ADJUST 8a 21------~_-_ _- 14,97 K=22.8$ -- 0. 161 fl 8 UO a 00 XX-00 XX-00 0 Q "O BA 9&64 16.75 Q-KEP3^.5 69. 30 120 14.40 S 32 40' MAXIMUM SPACING 80' MAXIMUM SPACING ( w) CONCRETE ANCHOR00 -- < ) DENOTES V PIPE 1/2x4-1/2' KWIK-BOLT II Q 10 +BL-2 58.52 3,260 o6 �Q Ia 50 �r16,75 K=14.30 BL-2- - 36 BL-•5- 19.59-22,067 --11 M122.08 -Ia 90-ELEV52 8 -� F'IPE ATTACHMENTS c■> DENOTES 1-1/4' PIPE 640 1004 1350 1840 Be i52. !6 122 1a 50 0.23 88 84 75 10.08 a 91 (•■) DENOTES 1-1/2' PIPE ANCHOR IN 3000 PSI CONCRETE 152. 16 SC.yEDULE 40 PIPE Q o Z W 11 +BL-3 4a 16 a 260 0 is 70 16.98 K=9.73 BL-3 37 BL-5 88.89 15, 57 K=•22,53 3 a 035 0 0.00 a 00 Q=Kt P3 A.5 =saaus�-max ==ta¢3c=�rrsmxssrs�xs�s�=cc�a--s_�maaaassa�s=�matx�n=a 1111I 1' (LRG=0.42) < t/r=300) 786 1111 1360 1360 ~ _ Be 192.32 120 Ia 70 a 37 38 BL-6 20.74 1.049 0 fa 58 13,72 K- 5,60 10'-6 MAXIMUM LENGTH � F- a139 1 2.00 a25 ELEV-0.58 SPRINKLER SYSTEM SEISMIC LOAD CALCULATIONS i 12 - +BL-4 21. 13 a 260 -0 9.50 17.35 K-5.07 -BL-4 2a 74 120 Ia 58 1.75 1-1/4' (LRG=0.54) ( l/r=300) � 0 a 041 1 6.72 0.00 Qai(t P7^.S --__� _�_-_�______�____________..__-_� ____.________._ jp BD 213.45 120 16,22 a 67 39 BL-6 22. 20 1.380 1 7.55 15. 72 K- 5.60 13'-6 MAXIMUM LENGTH 1063 1503 1 41 1 4 ____ _ _.___.-____ _.--_-_ 0. 141 a 6.00 0.00 13 +BL-5 95.63 a 260 0 10.39 18,02 Ka22.53 BL-5 42. 94 120 Ia 55 1.91 110 a 083 o a 00 a 00 G-KEP3^,5 EARTHQUAKE PROTECTION NOTES BE 309.08 120 Ia 39 a 86 40 BL-6 43.84 2.067 1 1.00 17. 63 K- 10.44 6C of� E v 0.073 0 10100 0.43 ELEV=1.00 LOAD CALCULATION FOR 80' MAXIMUM I. ALL SEISMIC FORCE VALUES SHOWN ARE THOSE GIVEN IN THE •••• 14 +BL-6 S&83 a P-60 0 9.42 1&88 K-19.98 BL-6 86. 79 120 11.00 a 80 /o a; a131 0 0.00 a00 Q=KEP3^.s ___�__-______ ___--�_______~____ -.___________-_ SPACING OF LONGITUDINAL BRACING 1999 CONNECTICUT SUPPLEMENT TO THE STATE BUILDING CODE AND/OR A *GORQ09p% BF 3".9f 120 a 42 1. 10 41 BL-6 86. 78 IS,86 Ka19,98 THE BOCA NATIONAL BUILDING CODE/1996 !v Seismic Forces =`Fp = (Av)(Cc)(P)(ac)(Wp) CO••� •• --------- ---------__==--=__•=-_-_�_===__•�-___=--==_-==_=�� i,l) 2. LATERAL SWAY BRACING TO BE SPACED AT MAXIMUM 40 FT ON *� � 4 15 +BL-7- 43.94 3 260 �0 6.08 19.98 K=9.83 BL-7 42r BL-7 16 20 1.049 0 13.00 &37 K= 5 60 ,i, F = (0.11)(2,0)(1.5)(1.0)(W ) _ (0.33)W CENTER FOR ALL FEED AND CROSS MAINS AND ALL OTHER PIPING 2Y2' • E +BL-8 2a 02 a 174 0 a 00 a 00 Q=KEP3 5 0.088 1 2.00 a 43 ELEV=i.00 g LATERAL SWAY BRACING Fp=(AvXCc)(PXAc)(Wp) •D ; ; BG 462 89 i20 6 Q8 1.06 K-5. 15 BL.-8 16.20 120 15.00 1.32 Pipe Size W Weight of 80' AND LARGER. 00 .20381 � ' Y __ __ __ _ w P P = 9 CALCULATION FOR Fp=(0,lu(2.0XL5)(1.0)(Wp) () and Type of Water Filled Pipe (lb) Fp= (0,33)Wp (lb) ZONE OF INFLUENCE F = ( ZOI 3, LONGITUDINAL SWAY BRACING O BE SPACED AT MAXIMUM 80 FT T'•�/ O ' P I P E T R A I LS L LC n 16 +BL-9 23,59 a 260 0 1.25 21.04 Ka5. 14 -BL-9 __ 43 -BL-7~+16,86 1.390 1 7.65 111112 Ka 5.30 7B ~ N p- 0,33)Wp ON CENTER FOR ALL FEED AND CROSS MAINS. F • •'�\� CT a 192 0 a 00 0.00 Q�CtP7^.3 0.O86 0 6 a 00 w 2' SCH. 10 337.60 111.41 ° is �Y" BH 486.48 120 -~~ 1.25-_ M 24 - _-~� ~�---- 33.06 120_- 13,65�1. 18_-----_-� 40 Pipe Size Wp = Weight of Fp= 4. 4-WAY BRACING TO BE INSTALLED AT THE TOP OF ALL RISERS ALE 2y2' SCH. lU 471.20 155.50 and Type Length 0 Water Fitte112.7 5 Pipe (0,33) 37.(21) CROSSES BUILDING SEISMIC SEPARATION JOINTS ABOVE GROUND LEVEL EAST W I N D S O R, C O N N E C T I C U T 0 6 0 7 4 ~ 17 -- a 00 3 260 1 50.92 21.28 K=I05 46 44 BL-7 33.06 11,30 K=9,83 5, SEISMIC SEPARATION ASSEMBLY TO BE INSTALLED WHERE PIPING O 0.267 0 Ia 46 a 00 ���a�ns�as�c�°sasax=rz�z�r�soaa�ssalxisaca="max=sang=zauz'°xcaa'a 3' SCH. 10 635.20 209.62 i BI 486.48 Loa 6a 38 16.93 45 BL-8 16.20 1.049 1 5 35 8.37 K= M 60 30 9 _~ 0.08$ 1 7.00 0.43 ELEYaI.00 4' SCH. 10 42.40 310.99 1. 25-SCH40 30, 00 87. 90 29. 01 6, ALL BEAM CLAMPS TO BE INSTALLED WITH LISTED RETAINING 28--� a 00 4.260 0~ 87.79 3&21- K=7&70-- 1&20 120 f2.35 1.09 _ 6' SCH. 10 1842,40 607.99 1. 5-SCH40 35. 00 126. 35 41. 70 STRAPS. a 073 1 6.38 -a,47 EV=-1.08 20 2-SCH40 6. 00 30, 78 10. 16 a BJ 486,4S 73 94. 17 6.64 46-- BL-8 16 20 - ____�~- 9 89- -K 15 - 8' SCH, 10 3206.40 1058.11 7, THE LAST HANGER ON ALL BRANCH LINES TO BE INSTALLED WITH SPRINKLERS Rev, Date Init Descri tion Sc0 e1 XXXXX 3-SCH10 40. 00 317. 60 104. 81 . ,� -_ ____ .._._____...�~____.._.r___.____._.___._�..�._..____._..�.. ���.����a��,���------�---�--•-----^�-�_�___�>_��___ 2' SCH, 40 410.40 135.43 A SURGE RESTRAINT CLIP, Make Size Finish TeP,p, SIN # TOWN CENTER PLAZA 1 19 0,00 6.357 1 M.33 44.58 K-72.86 47 BL-9 1M 44 1.049 1 5.22 Ia 84 K= 5.60 SYM IOTA Model et Response Orientation Escutcheon NOMIN K ADDITIONS AND RENOVATIONS 1 8. FLEXIBLE COUPLINGS TO BE INSTALLED ACCORDING TO NFPA 13 a 010 11 f21.03 3.61 EVa$.33 0. f12 2 9,00 a 43 ELEVa1.00 l0 2P2' SCH, 40 631,20 208,30 ~~ BK Y-486.45 -I00-�-_` 419.36 ^ 4.33 ~_. f8.44 120_w- 14.22-~1.59_----~� - TOTAL 222,88 (1999> 6-4.2 VIKING 1/2' BRASS 155 VK100 3' SCH, 40 865.60 235.65 9. WHERE REQUIRED, SLEEVES TO BE INSTALLED ACCORDING TO THE � 4£3 ELLINGTON ROAD/BUCKLAND ROAD J M STANDARD UPRIGHT ON SPRIG - 5,6 1 20 a 00 6,357 0 %50 52.52 K=67. f3 48 BL-9 18. 44 12 86 K=5 f4 FOLLOWING SCHEDU V 0.007 3 37.72 1.08 EV=2.50 "__�_'� - ==ma `s=c=""= "_= _'=__ __ "� -_"� _'_� 0 200 400 600 800 1000 1200 1400 1600 4' SCH, 40 1312,00 432,96 LF: SOUTH WINDSOR, CT 06074 BL 48&48 120 47.22 0.35 49 BL-6C 20.74 1.049 0 10,58 Ia 72 K= 3,60 6' SCH. 40 2535.20 836,62 PIPE SIZE SLEEVE SIZE _ ~__ ___ ___ __ ___ _-- ___ ______Y ___.______ __ ___ _ 0. 139 1 P_00 a 25 ELEV-0.58 WATER FLOW (GPM) 1' 3' 00 2I 0.00 8.270 1 1000,00 5&95 K=66.23 20.74 120 12,58 1,75 8' SCH. 30 3816.00 1259.28 Iva - 2' 4' FIRE SPRINKLER ADDITIONS AND ALTERATIONS Z ---- -�~~-~------~------~-~~------ '--- -~ ------- G)WATER SUPPLY (2) FIRE PUMP MARGINS ®SYSTEM DEMAND a 002 3 81.07 0.00 3 BM 49&48 120 1081.07 2.21 50 BL-6C 22.20 1.380 1 2.45 15.72 K= 5.60 STATIC > PRES. RATINGO PRESSURE IL PRESSURE 56,2 2'`2 - 3' 6' HYDRAULIC CALCULATIONS 0. 141 0 &00 a 00 RESIDUAL 40 FLOW RATING 0 FLOW 377 FLOW 487 4' 8' TLTTAL GPP! FLOW 48b.48 AT T17TAL PSI OF 5b 16 _ ,-- 42,94- -120 $.452�19 FLOW 1 ELEVATION DU 8' !c, 4 DEAD AT 323 51 BL-6C 42.94 1&91 Ka10.44 ELEVATION 13. o Drawn: JC Date: 9/9/04 Job No: Sheet o, -� �fM31f�FI[7RJIF3M31ErN119ti1B1lHIF]flF3Bkltl [IlI3t#)�NfNEIi!#EKI [lk7F (31gM31E3iE3191Ei1f3fJIFDIN19R11f31Ei1QiR3Blltllfk36if71[iF7[Mifi3R =a•.••••-••.•..••.• _srs-a•-•• ascsmsas�^-^-z�csax=ssxacsa=sxsaasa-assx�rsaaraaa _. Scale: 1/8'=1'-0 1 0 1 201200037 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 02/21/12 GIS ID:30301739 FEE: 10.00 MUNIS APPLICATION# 201101492 BUILDING DESCRIPTION: ,r APPLICANT LOCATION NAME: MIANO CONSTRUCTION CORP. ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 230 NORTH STREET r' _ ` OWNER: TOWN CENTER OF SOUTH WINDSOR LLC DANVERS,MA 01923 ;� ; !-'-'1744 ELLINGTON ROAD " SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL NEW OFFICE SPACE WITHIN STOP AND SHOP. (REMAX REAL ESTATE.) SPECIAL CONDITIONS: a ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: _ BUILDING OFFICIAL 2/21/2012 10:21 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400266 TOWN OF SOUTH WINI) SOR, c J. PERMIT NUMBER ELECTRICAL PERMIT DATE: 07/23/2014 GIS ID:30301739 "N,_, FEE: 630.00 MUNIS APPLICATION# 201400945 ` � � «.�, " BUILDING DESCRIPTION: APPLICANT��j LOCATION NAME: LIGHTING SERVICE `Jw,: ADDRESS:, 17 9 LLINGTON ROAD y " ,Y. P.. `}e ADDRESS: 150 BROOKSIDE RQD� _-,OWNER.- TOW �CENTER OF SOUTH WINDSOR LLC WATERBURY,CT 6 8 f r? k ,, 1744_ 'LINGTON ROAD TH,WINDSOR,CT 06074 DESCRIPTION OF WORK: C U 2 X 2 ACID 2 X 4 FIXTURES TO F1W,2 2 AND 2 X 4 LE l`13C URES: 179=2 X 2 AND 142-2 X'd," ++�✓ SPECIAL CONDITIONS: V;L ALL WORK TO BE DONE IN ACCORDACe H TIIE APPLICATION,ANQlPLANS.APPROVED BY THE BUILDING DEPARTMENT. Ao— CONSTRUCTION TYPE: , OCCUPANCY GROUP: BUILDING OFFICIAL 7/23/2014 3:30 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800037 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 02/09/2018 GIS ID:30301739 FEE: 18.00 MUNIS APPLICATION# 201701886 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SILVERSTONE ELECTRIC CO.,INC. ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 815 MAIN STREET OWNER: TOWN CENTER OF SOUTH WINDSOR LLC BRIDGEPORT,CT 06604 1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: RELOCATE OUTLET AND DATA IN WAY OF NEW ATM MACHINE BEING INSTALLED IN PEOPLES UNITED BANK INSIDE STOP AND SHOP. 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 2/9/2018 1 I:1 1 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800133 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 05/04/2018 GIS ID:30301739 FEE: 4050.00 MUNIS APPLICATION# 201800401 BUILDING DESCRIPTION: APPLICANT- LOCATION NAME: D.DUBALDO ELECTRIC CO. LLC ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 16 HARRISON STREET OWNER: TOWN CENTER OF SOUTH WINDSOR LLC MANCHESTER,CT.06040' 1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: RENOVATION OF EXISTING GROCERY STORE PER PLANS ON FILE. 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 5/4/2018 11:49 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800224 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 07/20/2018 GIS ID:30301739 FEE: 36.00 MUNIS APPLICATION# 201801105 BUILDING DESCRIPTION: APPLICANT _ LOCATION NAME: DUBALDO ELECTRIC CO LLC ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 44 PURNELL PLACE OWNER: TOWN CENTER OF SOUTH WINDSOR LLC 1744 ELLINGTON ROAD MANCHESTER,CT 06040 - DESCRIPTION OF WORK: REPLACE ILLUMINATED WALL SIGN WITH LED LIGHTED ALUMINUM ACRYLIC FACES ON CHANNEL LETTERS t SPECIAL CONDITIONS: DISCONNECT EXISTING SIGN AND RE-CONNECT ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: ' OCCUPANCY GROUP: D G OF CIAL 7/2 0/2 0 1 8 9:39 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600028 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 01/26/2016 GIS ID:30301739 FEE: 270.00 MUNIS APPLICATION# 201600070 BUILDING DESCRIPTION: APPLICANT '-'. LOCATION NAME: PROFESSIONAL ELECTRICAL ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 145 ROBERT JACKSON,WAY. OWNER: TOWN CENTER OF SOUTH WINDSOR LLC PLAINVILLE,CT 06062 1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL 5 CORD DROPS AND 54 LED TRACK LIGHTING HEADS IN THE PRODUCE DEPARTEMENT. 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 1/26/2016 4:00 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1200322 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 09/13/12 GIS ID:30301739 FEE: 2,700.00 MUNIS APPLICATION# 201200970 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: EMCI ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 270 SW CUTOFF OWNER: TOWN CENTER OF SOUTH WINDSOR LLC WORCESTER,MA 01604 1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INTERIOR REMODEL AND DECOR UPGRADE FOR STOP&SHOP STORES. NEW LIGHTING IN PRODUCE AREA,AND ADD AND REPLACE FOOD CASES. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE-WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/13/2012 1 1:04 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800390 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 10/05/2018 GIS ID:30301739 FEE: 126.00 MUNIS APPLICATION# 201801779 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PROFESSIONAL ELECTRICAL ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 145 ROBERT JACKSON WAY - OWNER: TOWN CENTER OF SOUTH WINDSOR LLC 1744 ELLINGTON ROAD PLAINVILLE,CT 06062, DESCRIPTION OF WORK: 1 CANOPY FOR PICK UP IN THE PARKING LOT STOP&SHOP SPECIAL CONDITIONS: LIGHTS FOR CANOPY ALL WORK TO BE DONE IN ACCORDANCE WITI-I T11E APPLICATION AND PLANS APPROVED By jHE BULL EPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/5/2018 11:35 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100126 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 06/03/11 GIS ID: 30301739 FEE: 30.00 MUNIS APPLICATION# 201100523 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PROFESSIONAL ELECTRICAL ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 100 ACCESS ROAD OWNER: TOWN CENTER OF SOUTH WINDSOR LLC NORWOOD,MA 02062 r 1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: DISCONNECT ELECTRIC TO EXISTING REAR LOAD DAIRY CASE FOR THE DEMO OF THE EXISTING CASE.RECONNECT CASE INCL.WIRING LIGHTS 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 6/3/2011 3:26 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 100031 TOWN--- O_F SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 01/25/12 GIS ID:30301739 FEE: 45.00 MUNIS APPLICATION# 201101492 BUILDING DESCRIPTION: APPLICANT . LOCATION NAME: KEBALO ELECTRIC COMPANY ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 175 WHEELER ROAD OWNER: TOWN CENTER OF SOUTH WINDSOR LLC SOUTH WINDSOR,CT 06074� _1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 y b _ DESCRIPTION OF WORK: INSTALL;NEW OFFICE SPACE WITHIN STOP_AND SHOP. (REMAX REAL ESTATE.) SIX OUTLETS;TWO SWITCHES AND SIX 2 X 4 TRANSFERS. 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 1/25/2012 1 1:28 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100023 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 02/15/11 GIS ID: 30301739 FEE: 45.00 MUNIS APPLICATION# 201100101 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PROFESSIONAL ELECTRICAL ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 100 ACCESS ROAD OWNER: TOWN CENTER OF SOUTH WINDSOR LLC NORWOOD,MA 02062 1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INSTALL SIX NEW RECEPTACLES USING EXISTING CIRCUITS. ONE AT EACH ENTRYWAY,FOUR IN THE PRODUCE AREA. 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 2/15/2011 3:36 PM THE FEE ABOVE INCLUDES A SO.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 201300068 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 06/18/2013 GIS ID:30301739 FEE: 10.00 MUNIS APPLICATION# 201200970 BUILDING DESCRIPTION: .,f,a APPLICANT`S �f.. _ "'y a;; 'a LOCATION NAME: ROBERT S.FERS INC,1'`., 4i ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 134 MIDDLETOWN AVE.-'; p y F' OWNER: r-TOWN CENTER OF SOUTH WINDSOR LLC NORTH HAVEN,CT 06473 1744 ELLINGTON ROAD "'SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INTERIOR REMODEL AND DECOR UPGRADE FOR STOP&SHOP STORES. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE-WITH,THE'APPLICATION'AND-PLANS,-APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: _ w OCCUPANCY GROUP: BUILDING OFFICIAL 6/18/2013 9:53 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100043 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 03/15/11 GIS ID: 30301739 FEE: 75.00 MUNIS APPLICATION# 201100168 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ELECTRICAL MAINTENANCE& ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 270 SOUTH WEST CUTOFF OWNER: TOWN CENTER OF SOUTH WINDSOR LLC WORCESTER,MA 01604 1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REPLACE TRACK LIGHTING WITH NEW FIXTURE. USE EXISTING CIRCUITS. 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 3/15/2011 10:44 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800218 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 05/04/2018 GIS ID:30301739 FEE: 1800.00 MUNIS APPLICATION# 201800401 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: JUST PLUMBING ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 60 REMINGTON BLVD.", OWNER: TOWN CENTER OF SOUTH WINDSOR LLC RONKONKOMA,NY 11779 1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: MAJOR RENOVATION OF SUPERMARKET.-,DEPARTMENT WORK AND CASE WORK. 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 5/4/2018 10:44 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1200351 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 09/13/12 GIS ID:30301739 FEE: 1,500.00 MUNIS APPLICATION# 201200970 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: T.JERMINE AND SONS,INC.. ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 17 PECK STREET OWNER: TOWN CENTER OF SOUTH WINDSOR LLC NORTH HAVEN,CT 06473; -1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INTERIOR REMODEL AND DECOR UPGRADE FOR STOP&SHOP STORES. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 9/13/2012 10:43 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1700434 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 08/09/2017 GIS ID:30301739 FEE: 150.00 MUNIS APPLICATION# 201701016 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: JOHN L. SIMPSON CO. INC. ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 43 HUNTINGTON ROAD OWNER: TOWN CENTER OF SOUTH WINDSOR LLC BRIDGEPORT,CT 06608 1744 ELLINGTON ROAD " SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: MAKE MODIFICATION TO PEOPLES UNITED BANK WITHIN STOP&SHOP TO ALLOW FOR INSTALL OF NEW ATM. 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 8/9/2017 10:38 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800004 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 01/09/2018 GIS ID:30301739 FEE: 216.00 MUNIS APPLICATION# 201701886 BUILDING DESCRIPTION: APPLICANT .. LOCATION NAME: JOHN L.SIMPSON CO.INC. ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 43 HUNTINGTON ROAD, OWNER: TOWN CENTER OF SOUTH WINDSOR LLC BRIDGEPORT,CT 06608 1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: INTERIOR ALTERATIONS TO ACCOMMODATE NEW ATM. INSIDE STOP&SHOP SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: 1/9/2018 1:44 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800154 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 04/17/2018 GIS ID:30301739 FEE: 16200.00 MUNIS APPLICATION# 201800401 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: DGC CAPITAL CONTRACTING ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 506 SOUTH 9TH AVENUE OWNER: TOWN CENTER OF SOUTH WINDSOR LLC MOUNT VERNON,NY 10550 1744 ELLINGTON ROAD SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: ALTERATION OF EXISTING SUPERMARKET. REPLACEMENT OF EXISTING STORE FIXTURES AND REFRIGERATED CASES,RECONFIGURATION OF EXISTING PARTITIONS,DOORS AND CEILINGS. 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 r, 4/17/2018 10:29 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800353 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 07/20/2018 GIS ID:30301739 FEE: 360.00 MUNIS APPLICATION# 201801105 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: AGNOLI SIGN CO. INC. ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 722 WORTHINGTON STREET OWNER: TOWN CENTER OF SOUTH WINDSOR LLC PO BOX 1055 --- 1744 ELLINGTON ROAD SPRINGFIELD,MA 01100-1055 DESCRIPTION OF WORK: REPLACE ILLUMINATED WALL SIGN WITH LED LIGHTED ALUMINUM ACRYLIC FACES ON CHANNEL LETTERS SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVE THE BL N DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILD G OFFICIAL 7/20/2018 9:14 AM THE FEE A13OVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800542 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 10/03/2018 GIS ID: 30301739 FEE: 1620.00 MUNIS APPLICATION# 201801779 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: AGNOLI SIGN CO. INC. ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 722 WORTHINGTON STREET OWNER: TOWN CENTER OF SOUTH WINDSOR LLC PO BOX 1055 1744 ELLINGTON ROAD SPRINGFIELD,MA 01100-1055 DESCRIPTION OF WORK: I CANOPY FOR PICK UP IN THE PARKING LOT STOP&SHOP SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDY6 OFF IAL 10/3/2018 9:58 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1800552 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER SIGN PERMIT DATE: 10/04/2018 GIS ID: 30301739 FEE: 60.00 MUNIS APPLICATION# 201801780 `BUILDING DESCRIPTION: r t'-- APPLICANT- `.. `. LOCATION NAME: AGNOLI SIGN CO.INC. ADDRESS: 1739 ELLINGTON ROAD ADDRESS: 722 WORTHINGTON STREET OWNER: __TOWN CENTER OF SOUTH WINDSOR LLC PO BOX 1055 I , 1744 ELLINGTON ROAD SPRINGFIELD,MA 0110071055 t DESCRIPTION OF WORK: STOP&SHOP ALUMINUM LED 70 SQFT WALL SIGN c,F SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH.THE APPLICATION AND PLANS APPROV>V,I Y THE G DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 10/9/2018 12:15 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE