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HomeMy WebLinkAbout100 ARNOLD WAY • SITE COMPLIANCE CHECKLIST vy/� t TOWN of SOUTH WINDSOR, CONNECTICUT LOT # Reviewed By inee 100 AR�N,O_LD WAY Approve O & G INDUSTRIES INC Date Reviewe � Planni 112 WALL STREET,TORRINGTON,CT Reviewed By ro /Denied BP_#_24760_ Ph #_(860)489-9261__ Date Reviewed 7 p Date Submitted_00/00/00 ***** FOR C o 0 ** As required in the Zoning and/or Subdivison no Certifliedicate of Occupancy shall be issued until grading plans have been approved by the Town Engineer. The minimum requirements shall include Approved Denied N/A 1 Approved building permit plan 7 7 2. Finish grading per approved building permit plan 3. Site work; i.e trees, shrubs, dumpsters, required parking 4. Utility location; a. sanitary sewer/septic system —� b. foundation drain ) �j c. electrical & telephone /)Or I �(j-77 / d. water 1k)01 5fiVW ✓-� e other 5 7tZOL 5. Sewer connection charge paid ✓ 6 Appropriate certification V1111,7 Bonding 8. Planning & Zoning/ —jL— Inland Wetlands Considerations / A. Lighting J B. Signage Freestanding Wall C. Fee in lieu of Open Space Sewer Permit No Pavement Excavation No. �. jZ O F Left ETL v/�16�77D.vs A &r Ste°w A,"l �oNu6ZT�D 7D ?COMMENTS 2• 06Ti ur_J84S.1iu'o DuTz,ErP 7Ah Z, G$ NaT Sif'�Ow.ci d-TYp& NoT g rb au.v I S �A�•S ON SoU rN 5�DF�N Y�� 5�°�`�'� ND 1C�¢TF No d=t ow P 6.541 Satz co&wd;5170AJ ra ExIsnAJG S,*ucD gEg�,�o�sJ 7• C 6&33 aunt--r GoN �Av M 7 -Jw! eeNN n 7a? Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- 97-24426-B 2,420,000 B01 FOOTING 07/01/97 JFH A SEE TODAYS TICKET NOTIFIED THEY ARE POURING AT THIER OWN RISK W/ NO ENGINIERING BO1 FOOTING 07/02/97 JFF D REBAR EAST HALF/DEPTH ALREADY CHECKED/NO DOCUMENTATION FOR REBAR/TALK TO JRC �. r BO1 FOOTING 07/02/97 JFH A DEPTH ONLY ENTIRE EAST HALF i B09 OTHER 07/07/97 JFH PROGRESS BO1 FOOTING 07/07/97 JFH A WEST SONOTUBESi BO1 FOOTING 07/08/97 JFH A REBAR E02 UNDERGROUND 07/08/97 JFH D NOT READY �!! E03 ROUGH 08/07/97 JFH A BATHROOMS P , B03 FRAMING (ROUGH) 08/11/97 JFH A BATH & HALL E01 SERVICE 08/11/97 JFH A RELEASED P03 ROUGH 08/12/97 JFF A P03 TEST OK BOYS AN GIRLS BATH INTEGRITY OF G WALL FRAMING ALTERED MUST CORRECT a , B03 FRAMING (ROUGH) 08/13/97 JFH A BATHROOM B10 FINAL 08/28/97 JFH D W/ JRC EXIT & EMERGENCY LIGHTS NOT WORKING k1 B10 FINAL 08/28/97 JFH D EXIT & EMERGENCY LIGHTS NOT WORKING BO1 FOOTING 12/02/97 DCJ A POURING FOOTING AGAINST EXIST. BUILDING. ��: Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- B01 FOOTING 12/08/97 DCJ A COLUMN FOOTINGS(2) AT SOUTH CORNER OF EXIST. BLDG. (STAIR TOWER) P02 UNDERGROUND 04/08/98 DCJ A ACID WASTE PIPING COL. 8-10 AND R-L B10 FINAL 12/30/98 JRC A APPROVED FOR CLOSEOUT 97-14488-E 2,420,000 97-9973-P 58,965 DEPARTMENT DECISION PERMIT: APPLICATION FOR ELECTRICAL PERMIT / Application is hereby-: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# APPROVED 1540 SULLIVAN AVENUE ., -r 1-7 - 6 4.1-25I 1 ext. 230 Date ng Inspector Application must be printed or typed Location of job Street No. Street Lot No. FEE SCHEDULE $0 - $1,000 - $12.00 Floor Apt. No. Over $1,000 $12.00 per$1,000 c�w�t b or any fraction thereof OWNER dy UA W d ADDRESS OWNERS PHONE# II APPLICANT I��C 1U C"JxJ��( �� 5L 0V,j N $F,q ADDRESS /S-,]2 4( k", Lc CIO) ESTIMATED COST$ /O z 69 7 C = IS THIS A CONTRACT COST? YES NO CJ FEE ENCLOSED $ !.J qt VeC,� Sp O TYPE OF JOB: R.C Original Installation Alteration/Addition/Repair Revised 11/95 APPLICATION FOR ELECTRICAL PERMIT(Continued from rc%,crse side) "TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION YES / NO BUSINESS ASSEMBLY CURRENT USE AND OCCUPANCY MERCANTILE EDUCATIONAL FUTURE USE AND OCCUPANCY S 1 C,c I INSTITUTIONAL FACTORY STORAGE ENGINEER'S NAME PHONE GARAGE MIXED USE ADDRESS CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD , SIZE OF MAIN FEEDERS AND RATING OF WIRE USED -5-0 �(�M �'�,��c✓ NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS o2 ��©A NUMBER OF PANELS REMOTE DISCONNECT REQUIRED?YES/ Oy 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 SEPERATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK pp �-H S-}01�t �L� �e��e.✓r �'� �a��� 1 'J���/ao t�-t efy c c�t �d� �1� Z&td THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CO DING CODES IN THE PERFORMANCE OF SUCH WORK. � r /-253y6 l NAME STATE LICENSE NO. TYPE SI ATURE PLICANT PHONE NO. 660 DATE 7 71s7 -7 INSPECTOR �"' (DATE TIME LOCATION INSPECTION: CODE: RESULT(D/A) : BUILDING: j ELECTRICAL: Fez--- PLUMBING: j i HVAC: a OTHER: j 1 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PER3 Application is hereb}: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# APPRO 1540 SULLIVAN AVENUE .--7 7 v 644-2511 est. 230 Date Building Inspector Application must be printed or typed Location of job / J u y --AAI 910 2Yi4 yL Street No. Street Lot No. FEE SCHEDULE Floor Apt. No. $0 - $1,000 - $12.00 Over $1,000 1 71lno7# y 11,0 W,4 V /1?�I�!'y-�� 5'c,l�x L $12.00 per$1,000 OWNER c,7!L wi-ps'"r? C/,covLS or any fraction thereof ` ADDRESS e) n OWNERS PHONE# 02%/- )7.,d APPLICANT .T-Q 16 v44 t3 I ti c C o l41 C- OW N S F ADDRESS C'A'QA6' 7 fij yY_: ESTIMATED COST$ sn ns C - = IS THIS A CONTRACT COST? V YES NO Aw �C! FEE ENCLOSED $ TYPE OF JOB: --,original 1 n Alteratio /Additio /Repair Revised 10/96 APPLICATION FOR PLUMBING PERMIT(Continued from rcvcrse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION YES / NO RESIDENTIAL BUSINESS CURRENT USE AND OCCUPANCY S'C',6,—O, ASSEMBLY MERCANTILE FUTURE USE AND OCCUPANCY e he EDUCATIONAL 'L(/ INSTITUTION FACTORY ENGINEER'S NAME PHONE STORAGE GARAGE ADDRESS MIXED USE CITY STATE ZIP (Other pleasc specify) TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO. OF TOILETS STYLE NO. OF 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 MANUFACTURE TANKS SAFETY DEVICES TEMPERATURE CAPACITY RELIEF VALVE TEST PRESSURE WORKING PRESSURE PRESSURE RELIEF VALVE TYPE MANUFACTURER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONN. BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. e- -f aoy l) 4"CC/ NA,ME STATE LICENSE NO. TYPEq ATU OF APPLICANT PHONE NO. ag�-�6�/ ATE 7 , DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT Application is hercb-,: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# APPROVE 1540 SULLIVAN AVENUE v��1 ro0 Ll �� 644-2511 ext. 230 Date Building Inspector Application must be printed or typed Location of job 100 Ac 2-N oL h W kY,"I!ruom DwdRt>S ��� +loa Street No. Street Lot No. FEE SCHEDULE $0 - $1,000 - $12.00 Floor Apt. No. Over $1,000 $12.00 per$1,000 O o r ► a rL or any fraction thereof ADDRESS OWNERS PHONE# APPLICANT !P� UGH �N C, l t�t2 µZt 04-0(y �0 W N S Fq ADDRESS A y-z r?"F—le JTaeo— ��tc�ot�t F►LLB� CotiN 0� oa z 0 ESTIMATED COST $ f 5?J O D O O C = IS THIS A CONTRACT COST? YES NO FEE ENCLOSED $ �$O R-C 0 /TYPE OF JOB: y Original Installation Alteration/Addition/Repair Revised 11/95 APPLICATION FOR HVAC PERMIT(Continued from revcrsc side) TYPE OF SYSTEM /TYPE OF BUILDING HEATING �/ RESIDENTIAL A/C COMMERCIAL VENTILATION INDUSTRIAL HEATING 56 Ft,?tN5 cArTtC)F3 S 0tj _Fr(,Le '-J/T-0w STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. HYDRONIC WARM AIR UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE F INSIDE F DIFFERENCE F TOTAL HEAT LOSS(BTUH) (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 GAS-INPUT ELECTRIC-KW OIL TANK SIZE&LOCATION INSIDE OUTSIDE CAPACITY LPG TANK CAPACITY AIR CONDITIONING DESIGN TEMP. OUTSIDE F INSIDE F DIFFERENCE F TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT (INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONN.BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. �� , 3o33a6 STATE LICENSE-NO. NAME&TYPE SIGNATURE OF APPLIQRY PHONE NO. 6&0 245 ' 3 SS` Z DATE Z-e qS T DENT MATERIALS S TESTING S NG 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC. PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-6455 NVLAP Accredited for Construction Testing Services REPORT OF CONCRETE INSPECTION Page 1 of 2 CLIENT: 0 & G Industries PROJECT NO. : 3756 PROJECT: TIMOTHY EDWARDS MIDDLE SCHOOL REPORT NO. : 0002 CONTRACTOR: 0 & G Industries DATE CAST : 07/08/97 CONCRETE SUPPLIER: Builders Concrete LOCATION OF CONCRETE: Seismic Piers Supporting Temporary Classrooms DESIGN STRENGTH, PSI: 4,000 DAYS CURED IN FIELD: 4 CEMENT, LBS. : 635 AMBIENT TEMPERATURE: 80 FINE AGGREGATE, LBS: 1156 INSPECTOR: Chris Wickson COARSE AGGREGATE, LBS: 1/2-1110; 3/4-7400 SPECIMEN SIZE: Standard 6" X 12" WATER, GALLONS: 34 SPEC AREA APPROX: 28.27 sq. in. ADMIXTURE: Air-3 .8 ozs; High Early-52 SPECIMEN COND: Satisfactory ozs Test methods used if shown: ASTM C-31, C-39, C-143, C-173 or C-231, C-1064. TRUCK TIME TIME START TIME END TOT TIME SLUMP CUBIC CONC. AIR SET NOTE NO. BATCHED DISCHARGE DISCHARGE MINUTES INCHES YARDS TEMP. o # 0010 04:55 05: 10 05:50 55 3.25 10.0 78 4.9 a. Test reports may not be reproduced except in lull with approval of IMTL All results relate only to the Items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Solis Steel Building Products Bituminous Concrete Page 2 of 2 REPORT NO. : 0002 SET LAB AGE, DATE DUE TOTAL UNIT SLUMP, AIR CONC TYPE WEIGHT NO. DAYS LOAD LOAD PSI INCHES -% TEMP FRAC. POUNDS a. 10889 6 07/14/97 98,000 3,460 3.25 4.9 78 cone 28.7 10890 7 07/15/97 99,000 31500 3.25 4.9 78 cone 10891 28 08/05/97 133,000 4,700 3.25 4.9 78 cone 10892 28 08/05/97 134,000 4,740 3.25 4.9 78 cone 10893 S 3.25 4.9 78 NOTES: 01 pc: O & G Industries / S/L/A/M Collaborative / John Collins, South Windsor Building Official 02 bh 03 All slumps were visually monitored for consistency throughout the entire concrete placement. P 1 <23 %�'oFFssl NAI- Aev/o Q /1 11111J1r1 NDEPENDENT MATERIALS TESTIt� �°, 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, II �- PLAINVILLE, -CONNECTICUT 06062 (860) 525-7193 FAX (860) 747-8�5I;a NVLAP Accredited for Construction Testing Services 10 ti REBAR INSPECTION I i1111100��� CLIENT: O&G Industries PROJECT NO. : 3756 PROJECT: Timothy Edwards Middle School REPORT NO. : 003 DATE: July 7, 1997 PAGE: 1 of 2 LOCATION: Non-Seismic Piers Supporting Temporary Classrooms INSPECTOR: Chris Wickson Percentage of Completion at Time of Inspection REBAR: 100% FORMWORK: 100% 1. Rebar sizes, spacing from each other and formwork: Deficiencies: Comments: Sections were in accordance with design specifications 2. Rebar quality, cleanliness, rust, grease, etc. : Deficiencies: Comments: Bar was clean, free of rust and oil 3 . Positioning of Rebar: Good Use of chairs: N/A Comments: Adequacy of firm tie offs: Tied securely prior to concrete placement Comments: Are dowels in place now?: No Yes N/A ✓ Test reports may not be reproduced except In full with approval of IMTL All results relate only to the Items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government. TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Timothy Edwards Middle School Project No. : 3756 Report No. : 003 July 7, 1997 Page No. : 2 of 2 4. Rebar splicing: N/A Diameter of laps: Is wiring adequate? Comments: 5. Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape: Comments: 6. General condition of forms in place: Cleanliness: Good Oiled: Yes: No: ✓ Conditions: Free of dirt and standing •water Comments: 7. Quality of formwork: Trueness in 3611 • Plumbness in 3611 : Good Line Straightness: Good Bracing: Tight fill around sonotubes Comments: 8. Formwork inside dimensions, L, H, W. Measure Dimensions: Comments: Sonotubes were of correct diameter and depth 9. Is a follow-up inspection necessary just prior to the concrete placement: Yes ✓ No If so, for which item numbers: 10. List discrepancies: pc: O&G Industries / S/L/A/M Collaborative / John Collins, South Windsor Building Official ka Ecz T M ..```� pNNfCT'`' NDEPENDENT MATERIALS TESTIQf��o .FO4 �,:' 57 N. WASHINGTON STREET o - P.O. BOX 745 LABORATORIES, I_ PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 74T 64 M�tt4•� NVLAP Accredited for Construction Testing Services SOILS REPORT i�iFSS'O`'pV`,``. CLIENT: O&G Industries PROJECT NO. 3756 PROJECT: Timothy Edwards Middle School REPORT NO. 029 SUBJECT: Field Density Determinations DATE: 10/14/97 ASTM D2922, D3017 PAGE: 1 of 2 INSPECTOR: Shawn Roberts EQUIPMENT: MC-3 MATERIAL Red/Brown Gravel STANDARD XiD .99 DESCRIPTION: COUNT: XiM 1.00 AREA Under Proposed Footings and TEST MODE/ Standard/ REPRESENTED: Over Roof Drain Pipe DEPTH: varied PROCTOR 131. 6 VALUE: WET DRY TEST % UNIT UNIT % NO. LOCATION ELEVATION MOIST. WT. WT. COMP. 1 See Drawing Point 3 8" over roof drain pipe 5.4 131.9 125.2 95.1 2 See Drawing Point 4 8" over roof drain pipe 3.6 130.0 125.5 95.3 3 See Drawing Point 5 8" over roof drain pipe 3.2 129.8 125.7 95.5 4 See Drawing Point 1 10" over roof drain 4.8 133.1 127.0 96.5 pipe 5 See Drawing Point 2 10" over roof drain 4.7 134.1 128.0 97.2 pipe 6 See Drawing Point 3 Estimated bottom of 4.3 136.0 130.3 99.0 footing 7 See Drawing Point 4 Estimated bottom of 3.9 130.0 125.0 95.0 footing 8 See Drawing Point 5 Estimated bottom of 3.8 130.2 125.4 95.3 footing 9 See Drawing Point 1 Estimated bottom of 3.9 132.4 127.4 96.7 footing REMARKS: Proctor value was submitted by Herb Holden. This proctor appeared to be representable but was not developed in our laboratory. John outh Windsor c: 0&G Industries / S/L/A/M Collaborative / Collins,, Building Official . ►' a ka �., Test reports may not be reproduced except In full with approval of IMTL. All results relate only to the items tested. Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete ro]ec No. : 3756 Report No. : 029 October 14, 1997 Page q No. : 2 of 2 o frV) �.IV �• _ 1_ �3v a _ n I,, a I r — 1 rl I V/1/ AjID i6 JR V 0 O �) 11 i _ • I 1 Y . I I r• w . Yf Ca 1 r }qy^d s M4 1�Y tr f �� - i l I �'n•� 1.. ______ ______ .1• SiLtAiM Coll•e o r,r I v e Add/t/ont and Renovetlone to P101S AD1-Pl .ten:Cr o&01Isfn ar nW77 MWMW W0U=S1:11V01L — ti.m mo Mv-iw �w n�'i South WSJ w,,CT X E!x32-M& x+� cacao Ad*7dm// 011lir,00 NDEPENDENT MATERIALS TESTI ``- ITC. ''- 57 N. WASHINGTON STREET P.O. BOX 745 LABORATORIES, INC PLAINVILLE, CONNECTICUT 06062 (860) 525-7193 FAX (860) 747�4� G= ,=Z •L NVLAP Accredited for Construction Testing Services �"C REBAR INSPECTION �''lllltt►t�'�� CLIENT: O&G Industries PROJECT NO. : 3756 PROJECT: Timothy Edwards Middle School REPORT NO. : 004 DATE: July 8, 1997 PAGE: 1 of 2 LOCATION: Seismic Piers Supporting Temporary Classrooms INSPECTOR: Chris Wickson Percentage of Completion at Time of Inspection REBAR: 100% FORMWORK: 100% 1. Rebar sizes, spacing from each other and formwork: Deficiencies: Comments: Sections were in accordance with design specifications 2 . Rebar quality, cleanliness, rust, grease, etc. : Deficiencies: Comments: Bar was clean, free of rust and oil 3 . Positioning of Rebar: Good Use of chairs: Adequate coverage cage centered in sonotube as required Comments: Adequacy of firm tie offs: Good Comments: Tied securely prior to concrete placement Are dowels in place now?: No Yes N/A Ctmh& 7&!�INEDiTest reports may not be reproduced except in lull with approval of IMTL. All results relate only to Test reports must not be used by client to claim product endorsement by NVLAP or any agency of the US Government TESTING RESEARCH ANALYSIS INSPECTION CONSULTING Portland Cement Concrete Soils Steel Building Products Bituminous Concrete Timothy Edwards Middle School Project No. : 3756 Report No. : 004 July 8, 1997 Page No. : 2 of 2 4. Rebar splicing: Diameter of laps: Is wiring adequate? Comments: NIA 5. Construction joint quality -- cleanliness, water, etc. Depth: Width: Shape: Comments: 6. General condition of forms in.place: Cleanliness: Good Oiled: Yes: No: ✓ Conditions: Free of dirt and standing water Comments• 7. Quality of formwork: Trueness in 36"• Plumbness in 3611 : Good Line Straightness: Good Bracing: Tight fill around sonotubes Comments: 8. Formwork inside dimensions, L, H, W. Measure Dimensions: Comments: Sonotubes were of correct diameter and depth 9. Is a follow-up inspection necessary just prior to the concrete placement: Yes ✓ No If so, for which item numbers: 10. List discrepancies: pc: O&G Industries / S/L/A/M Collaborative / John Collins, south Windsor Building Official ka 41 + .;Mti The s L A ! M Collaborative Architecture August 28, 1997 Planning Interiors Engineering Landscape Construction Services Mr John Collins Technology Building Official Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 RE: Timothy Edwards Middle School Phase One -Portable Classroom Relocation S/L/A/M Project No. 95040.00 SDE Project No. 132-066 E Dear Mr. Collins: In accordance with Section 119.6.1 of the Connecticut State Building Code,and based on our inspections of the Portable Classroom Building at the above noted school location,it is our professional opinion that the completed structure is in substantial compliance with the approved construction documents on file with your office. Sincerely, The S/L/A/M Collaborative II Peter S. Sobin,AIA Project Architect c ■ Somerset Square 0 &G Industries, Inc. 80 Glastonbury Boulevard Construction Manager Glastonbury as bury Connecticut06033-4415 Phone 860 657.8077 Fax 860 657.3141 cc: P. Hankard -SWBOE 281 Farmington Avenue H. Fitts- SW/PBC Farmington Connecticut 06032.1960 Phone 860 6578077 1\95040Wrafts\9W40a doc - fax 860 6776507 mail®slamcoll.com �j•f http.//www slamcoll.com/ The SIL IA , M Collaborative Architecture April 28, 1997 Planning Interiors Engineering Landscape Construction Services Mr. David R.Wedge Technology CT Department of Education School Facilities Unit P.O. Box 2219 Hartford, CT 06145-2219 RE: Timothy Edwards Middle School South Windsor, CT Project No. 95040.00 SDE Project No. 132-066EA Dear Mr Wedge: This letter contains responses to the Plan Review Record dated April 21, 1997 for Phase 1 of 2 for the above noted project. The responses are as follow BUILDING CODE/504 COMMENTS 1. Passenger Loading Zone Sign: A note indicating the location of the sign at the student drop-off drive just north of the main entrance has been added to Site Layout drawings L-201 &202. 2. Accessible Parking Spaces: The three spaces previously located in Parking D have been removed and changed to standard spaces. One of these spaces has been relocated to the southeast comer of Parking C. Two of these spaces have been added to the northern end of Staff Parking E. At that location they have access to the main entrance to the building without crossing the access drives in front of the school. We have also indicated two accessible spaces in front of the middle entrance to the school which will be available to users after normal school hours for evening functions. All of these changes have been reviewed with the school administrators and Superintendent of Schools office. ■ Somerset Square ;. Accessible Route to the Athletic Fields: A five foot wide traprock aggregate 80 Glastonbury Boulevard surfaced path has been added from the crossivalk at the northwest comer of Glastonbury Parking B up to the northwest to give access to the new soccer field. Connecticut 06033-4415 Phone 860 657.8077 Fax 86D 657.3141 4. Accessible Route to Environmental Education Outdoor Classrooms (at detention basins): The detention basins at the northeast corner of the property and the south central edge of the property currently have gravel access drives for town vehicles 281 Farmington Avenue to get in to the drainage outlet structures for routine maintenance. We have added Farmington Connecticut 06032-7960 labels to these drives to indicate that the,are also an Accessible Route to the Phone 860657.8077 detention basins for persons with disabilities. Fax 860 6776507 ---: - malIGslamcoll com I��`U '` ` -� �' http;'/www.s1JmcolI com/ r Mr. David R.Wedge April 28, 1997 Page 2 I have met with John R. Collins, South Windsor Building Official on April 28, 1997 and have secured his signature on these 4 items as well as the receipt of drawings certification at the end of the letter. Per discussions with Craig Smith of your office sign-offs on only the above four items are required for approval of Phase 1. The following comments need to be addressed at a later dated for approval of Phase 2: MISCELLANEOUS: 5. Ineligible Cost Form: The form that was distributed at the PREP meeting has been located and we are in the process of refining the cost estimates for Phase One and the balance of the project. An updated copy with all applicable items will be submitted along with the Phase Two submission. 6. Disposition of Relocatable Classrooms: A letter from the Superintendent of Schools will be forthcoming indicating what will be happening with these units at the end of this project. 7. State Traffic Commission Review: Our traffic engineering consultant has sent in a letter to the DOT/STC asking for a determination on this project. Once this has been resolved we will send you the appropriate correspondence indicating compliance with this item. Sincerely, The S/L/A/M Collaborative Peter S. Sobin, AIA Project Manager PSS Enclosure cc: J. NIcNIanus, S/L/A/M J. Wood,SW Public Schools J. Muller,SW Bd of Education H. Fitts, SW Public Building Commission J. Collins, SW Building Official W. Lanning, SW Fire Marshal/Chief i k95040xdr3hri97lt 1153 dcc STATE DEPARTMENT OF EDUCATION School Facilities Unit PLAN REVIEW RECORD State Project No.. 132-066 E Prepared by: Craig A. Smith Phase No.. 1 of 2 Architectural Design Reviewer Facility: Timothy Edwards Middle School Date: April 21, 1997 District: South Windsor, CT Submission Date: April 08, 1997 This project cannot be approved because the following listed items appear to violate applicable state or federal codes or are being questioned as to code compliance. NOTE TO LOCAL OFFICIALS: Please refer to the accompanying cover letter(pages 1 and 2) for sign-off requirements and CALL the reviewer at 566-1213 if you disagree with any item or have any questions. COMMENTS-VERIFY COMPLIANCE FOR THE FOLLOWING ITEMS: BUILDING CODE: 1 Section 512.7 = Required accessible elements (including the passenger loading zone) shall be identified by a sign using the "International Symbol of Accessibility. A sign location was not shown on the Site Plan. See Sheets L-201 Option One ✓ Option Two Option Four Local Building Official Date_ 4 2. Section 512.3.3, 512.4=Accessible parking spaces (for persons with disabilities) shall be located on the shortest accessible route of travel from adjacent parking to an accessible building entrance. Also if different building entrances are used for different events/functions, it may be required to have accessible spaces closer to the Auditorium entrance, as well as the Main entrance. See Sheet L-201. Option One V Option Two Option Four Local Building Official Jd ttw j�. C cJL;_c,- -S Date 4�' Timothy Edwards Middle School 132-066 E Page 2 FEDERAL 504: 3. Section 4.3, and Part 104: Subpart A Section 104.4 and Subpart C Section 104.21 =The facility shall provide an accessible route to the athletic fields from gymnasium. Although a curb ramp is provided, a hardened path/walk to the fields is required. See Sheets L-201 and L-202 Option One ✓ Local Official jOttN 3- COC—W- J' Date q ;-i 4 4. Section 4.3, and Part 104: Subpart A Section 104.4 and Subpart C Section 104.21 =The facility shall provide an accessible route to any and all programs (including the Environmental Education Outdoor Classroom). If the program is not fully accessible, an option is that the Superintendent of Schools shall submit a letter stating that the district's policy is to provide transportation and assistance for persons with disabilities to these areas. However, it is recommended that a curb ramp and hardened path/walk be provided to the area. See Sheet L-302. Option One Local Official JOf1� Cdcrc-cam �' Date -� OR Fields are not accessible, policy attached_ Superintendent of Schools Date MISCELLANEOUS: 5. Prior to this office issuing approval for Phase 2, we must receive the completed and signed "Ineligible Costs" form(enclosed). This form was previously given to the Superintendent at the PREP meeting. Costs must be identified, (for any applicable item and for any item checked on th form) and entered in the "PCT Meeting Estimate"column. If an item is not applicable, put a zer in the column. Please call if you have any questions. Ineligible Costs Form Rec'd._ Architectural Design Reviewer Date Timothy Edwards Middle School 132-066 E Page 3 MISCELLANEOUS: 6. This office must receive a letter from the Superintendent of Schools stating the disposition of the relocatable classrooms scheduled to be removed from this project site in conjunction with the completion of this project. Where will they be relocated? Are the structures being decommissioned and turned over to an entity other than the local Board of Education? Is there another project number for the installation of the structures at another site? .Will they be inspected by the local officials, with new permits being issued (local officials must be made aware of their relocation)? Letter received by SFU_ Architectural Design Reviewer Date 7. State Traffic Commission Review shall be completed prior to SDE approval of Phase 2. We, the undersigned, CERTIFY(for the items in this report); A) That we have received and reviewed the same set of contract documents that were submitted to the State Department of Education(and bear the School Facilities Unit stamp and Plan Reviewer's initials),AND B) Our review of the corrected contract documents (and a site investigation if necessary to verify compliance of any item(s) in this report) has found that all of the items are now in compliance, AND, C) All approved modifications are attached. Local Building Official 36nt-- CQ1L u.,--3 Date �41 Local Official Soles l— C13Lu--S Title C - %J%LZv-- Date `-f ct�' (504 Items) v f- sC c n-r- Timothy Edwards Middle School 132-066 E Page 4 This project was reviewed for compliance with the Connecticut State Building Code and the Connecticut State Fire Safety Code (effective date June 15, 1994), Section 504 Rehabilitation Act 1973 (including the referenced Uniform Federal Accessibility Standards), the current Connecticut Public Health Code, the current OSHA Regulations, and the Connecticut General Statutes. The extent of this review is limited to the contract documents titled ADDITIONS+RENOVATIONS TIMOTHY EDWARDS MIDDLE SCHOOL PHASE ONE-Sitework, Asbestos Abatement, Portable Classroom Relocation dated 4/8/97 as prepared and submitted by The S/L/A/M Collaborative. However, the Hardware Schedule (Specification Section 08710, page 11) was not checked for compliance or coordination as part of this review because all code required hardware information can be found on the door schedule. All addenda, change orders, and revisions to the final contract documents Jh21Lbe submitted to this office for review and approval. Plan Review Record responses reviewed and approved by: Date: Architectural Design Reviewer CSPRR3.DOC P13-16 PERMIT# DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT Application is hereby: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bld P��t# 1540 SULLIVAN AVENUE '"UUj �;APPROVEQ \�4 644-2511 ext. 230 Date Building Inspector Z7 Application must be printed or typed Q Ti•��L��Ak'�S Location of jobU v, Street No. L�S�rtet t ��� Lot No. FEE SCHEDULE Floor Apt. No. $0 - $1,000 - $12.00 Over $1,000 $12.00 per$1,000 OWNER 0-9/N el— or any fraction thereof ADDRESS OWNERS PHONE# APPLICANT ow N f,q ADDRESS S�Vlh- W,iv &So e Cif Q (0) 1 ESTIMATED COST$ 743, 0,T) C = IS THIS A CONTRACT COST? YES N FEE ENCLOSED $ r�OSO Co TYPE OF JOB: R Original Installation �llteration/Addition/Repair Revised 10/96 APPLICATION FOR PLUMBING 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 ASSEMBLY MERCANTILE FUTURE USE AND OCCUPANCY fi 7X EDUCATIONAL INSTITUTION FACTORY ENGINEER'S NAME PHONE STORAGE GARAGE ADDRESS MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO. OF TOILETS STYLE NO. OF 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 MANUFACTURE TANKS SAFETY DEVICES TEMPERATURE CAPACITY RELIEF VALVE TEST PRESSURE WORKING PRESSURE PRESSURE RELIEF VALVE TYPE MANUFACTURER DESCRIPTION OF WORK &eelzv li L�,l'gl1 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONN.BUILDING CODE IN THE T�TW� /�O�lG RFC CE OF SUCH WOR NAME STA�ENSE NO. TYPE SIGIV OF AP PHONE NO. �p DATE // DEPARTMENTDECISION APPLICATION FOR SPRINKLER PERMIT PER yl�' # )U^-7 Application is hereby: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# APPROVED 1540 SULLIVAN AVENUE �� / yap J/C/— 644-25 I 1 ext. 230 Date Building Inspector Application must be printed or typed Location of job Street No. Street Lot No. FEE SCHEDULE Floor Apt. No. SO - $1,000 - $12.00 Over S1,000 $12.00 per$1,000 OWNER %oyYi�/ of= Sv�T1f or any fraction thereof ADDRESS 1 5-4 o GG I OWNERS PHONE# APPLICANT A G1340Y/ W N Sc ADDRESS f 33 RI we 5/013 V-/-o VIE ESTIMATED COST$ v v C C IS THIS A CONTRACT COST? _ YES NO FEE ENCLOSED $ WQ,c.u.� 1 �QSO R.co TYPE OF JOB: Original Installation Alteration/Addition/Repair Revised 10/96 APPLICATION FOR SPRINKLER PERMIT( Continued from reverse side) TYPE OF BUE.DING TYPE OF CONSTRUCTION USE GROUP NO.OF STORIES RESIDENTIAL IS THIS APPLICATION ASSOCIATED WITH A BUSINESS BUILDING PERMIT APPLICATION(j�ff NO ASSEMBLY CURRENT USE AND OCCUPANCY SGh�u o L MERCANTILE C EDUCATIONAL FUTURE USE AND OCCUPANCY S L INSTITUTIONAL FACTORY ENGINEER'S NAME STORAGE ?-�LL/� PHONE GARAGE ADDRESS MIXED USE CITY W1,VAg!!72r­1w STATE c% ZIP (Other please specify) KIND OF INSTALLATION DRY WET Zi COMBINATION CHEMICAL SIZE OF MAIN DRAIN Z WATER PRESSURE AT STREET(PSI) 271 S i ARE SPRINKLER HEADS ALTERED Y/N IV i IF YES CHECK ALL THAT APPLY _ADDED _DELETED _ALTERED IF MORE THAN 3 HEADS ARE ADDED HgDRAULIC CALCULATIONS ARE PROVIDED BY (CHECK ONE) �/_P.E. INSURANCE CO. WATER FLOW /G 4O WATER PRESSURE AT SPRINKLER HEADS(PSI) VAR�A S ARE PUMPS REQUIRED Y/N /I/ IF YES CHECK ALL THAT APPLY FIRE BOOSTER_ OTHER ARE STAND PIPES PROVIDED Y/N_� IS A SPRINKLER SYSTEM PROVIDED Y/N SPRINKLER SYSTEM MAIN WATER SUPPLY RATING A! 'l" GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONN. BUILDING CODES IN THE PERFORMANCE OF SUCH WORK NAME STATE LICENSE NO. TYPE SIGNATURE OF APPLICANT PHONE NO. S DATE DEPARTMENT DECISION PERMIT# APPLICATION FOR SPRINKLER PERMIT 1 to;, Application is hereby: TOWN of SOUTH WINDSOR Bldg Permit# r BUILDING DEPARTMENT g�,..��� APPROVED 1540 SULLIVAN AVENUE 644-2511 ext. 230 -�-L4 to wilding Inspector Application must be printed or typed Location of job WA Street No. Street Lot No. V FEE SCHEDULE Floor Apt.No. $0 - $1,000 - $12.00 Over $1,000 $12.00 per SI,000 OWNER O l_h 0- 4 or any fraction thereof ADDRESS l 5- OWNERS PHONES#' APPLICANT I�� rG C0v4"I 5-'erv?Lle_ 6-0 N ADDRESS 776 &jj ESTDAATED COST$ C IS THIS A CONTRACT COST? YES NO FEE ENCLOSED S �QSO CO�� TYPE OF JOB: R Original Installation Alteration/Addition/Repair Revised 10/96 APPLICATION FOR SPRINKLER PERMIT(Continued from reverse side) TYPE OF BUQ.DING TYPE OF CONSTRUCTION USE GROUP NO. OF STORIES RESIDENTIAL IS THIS APPLICATION ASSOCIATED WITH A BUSINESS BUILDING PERMIT APPLICATION YES NO ASSEMBLY CURRENT USE AND OCCUPANCY MERCANTILE EDUCATIONAL FUTURE USE AND OCCUPANCY INSTITUTIONAL FACTORY ENGINEER'S NAME PHONE STORAGE GARAGE ADDRESS MIXED USE CITY STATE ZIP (Other please specify) KIND OF INSTALLATION DRY WET COMBINATION CHEMICAL SIZE OF MAIN DRAIN WATER PRESSURE AT STREET(PSI) ARE SPRINKLER HEADS ALTERED YIN IF YES CHECK ALL THAT APPLY _ADDED _DELETED _ALTERED IF MORE THAN 3 HEADS ARE ADDED HYDRAULIC CALCULATIONS ARE PROVIDED BY (CHECK ONE) _P.E. INSURANCE CO._ WATER FLOW WATER PRESSURE AT SPRINKLER HEADS(PSI) ARE PUMPS REQUIRED Y/N IF YES CHECK ALL THAT APPLY FIRE_ BOOSTER— OTHER— ARE STAND PIPES PROVIDED Y/N IS A SPRINKLER SYSTEM PROVIDED Y/N SPRINKLER SYSTEM MAIN WATER SUPPLY RATING GPM TOTAL DYNAMIC HEAD(TDH)OF FIRE PUMP PSI DESCRIPTION OF WORK j ,,/ r � �C �'L E� K �'i 4 y'K THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONN. BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. r300�0 NAME STATE LICENSEE NCO,. TYPE SIGNATURE OF APPP�LICANT PHONE NOO�" _3S ��L( DATE -7 — a��94 CONTROL FIRE SERVICE CO., INC.All J!F ALARM For Fire Suppression Systems Fire & Security Systems call Corporate Headquarters call Frank Wargo 221 Danbury Road Herb St. Jean (860) 354-6334 New Milford, CT 06776 (860) 354-6924 CT Lic. #F30020 Lic. #105732 Town of So. Windsor Building Dept. So. Windsor, CT. re: Timothy Edwards Middle School, 100 Arnolds Way Dear Sirs, I hereby authorize William Butterworth to sign the permit application in my name for the above project. My license # is F-30020. Please call if you have any questions. Thank You,, Frank Wargo SCANNED "COMPLETE LINE OF FIRE PROTECTION EQUIPMENT & TECHNICAL SERVICES" t •L4 ON) 5-y3,w&315 -I' 7IV 0 3" I I m C N © I M 41 Mt M Q� I -_, ------------------- ----------- --------- --- --------------------- ro L---------------------- ----J--- I------------- -------------------------------I C7 7 r• s�� N .mac t•mat -------------_ ---------------------------- .tea ir----------- ----------------------- .a J I y ' VI y .t Jbn 19 98 02:36p Chris Novia (617) 479-5524 p. 4 • Fire System Parts List Job Nome: TES Job Number: 88926 06/ Location: South Windsor, CT F.S. Tag: F.S. Drawing: tes ANSUL-1.5/3.0 Tank(s) Distr, QCX Item # CM # Descri tion Sj=l;en iplies I=t 1 2 MRR-1.5 1.5 GAL MECHANICAL 1 AUTOMAN - 1 3 SST-3 .0 3 GAL TANK w/ SS 1 ENCLOS 7R 1 5 LIQ-3 .0 ANSULEX (3 GALLON) 1 _ 1 6 LIQ-1.5 ANSULEX (1.5 GALLON) 1 _ 1 9 101-30 101-30 CARTRIDGE 1 _ 1 10 TLINK TEST LINK 1 _ 1 11 MICRO-SD MICROSWITCH: SINGLE DUAL 1 4 13 419337 2W NOZZLE - DUCT - 4 4 16 419335 1N NOZZLE - - 4 r,FNUM/APPLIANCE 6 26 QSA-3/8 3/8" QUICK SEAL - 6 T 1 27 QS-1/2 1/2" QUICK SEAL - 1 2 28 S-DET SERIES DETECTOR - 2 2 30 ANS-500FL 500 DEGREE FUSIBLE LINK - 2 1 34 RPS-A REMOTE PULL STATION ASSY 1 - 10 35 PE-LT LOW TEMP PULLEY ELBOW 10 - 1 36 PE-HT HIGH TEMP PULLEY ELBOW - 1 Page -__` - , m f � rl W ll� I 1 L + ___�.__________________________—_N--------------- _____ ------ N Kmre L t U --------------------------- -la------- _-----_r`---- 1 ________________ N ________CL _M----------------J to (4 d N O j W I W I f O ;- ONLY pv5/VS t 5Ti Am y S (ivo c ovc,m G E oceou t ero ^ oJ.un 19 98 02: 36p Chris Novia (617)479-5524 p. 4 • Fire System Parts List Job Now: TES Job Number: 88926 06/ F ate: South Windsor, CT g: F.S. Drawing: tes ANSUL-1.5/3.0 Tank(s) My Distr, p eS 33E�t ��� �� DescriptionSupplies li 1 2 MRR-1.5 1.5 GAL MECHANICAL 1 AUTOMAN " 1 3 SST-3 .0 3 GALLSTTANNK W/ SS 1 _ 1 5 LIQ-3 .0 ANSULEX (3 GALLON) 1 _ 1 6 LIQ-1.5 ANSULEX (1.5 GALLON) 1 _ 1 9 101-30 101-30 CARTRIDGE 1 _ 1 10 TLINK TEST LINK 1 _ 1 11 MICRO-SD MICROSWITCH: SINGLE DUAL 1 - 4 13 419337 2W NOZZLE - DUCT - 4 4 16 419335 1N NOZ?�LB - - 4 PLENUM APPLIANCE 6 26 QSA-3/8 3/8" QUICK SEAL - 6 1 27 QS-1/2 1/2" QUICK SEAL 1 2 28 S-DET SERIES DETECTOR - 2 2 30 ANS-500FL 500 DEGREE FUSIBLE LINK - 2 1 34 RPS-A REMOTE PULL STATION ASSY 1 - 10 35 PE-LT LOW TEMP PULLEY ELBOW 10 - 1 36 PE-HT HIGH TEMP PULLEY ELBOW - 1 Page DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT iq&� 7 Application is hereby: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT BIB�� # PROVED 1540 SULLIVAN AVENUE lit 644-2511 ext. 230 Date Building Inspector Application must be printed or typed Location of job Street No. Street Lot No. FEE SCHEDULE ry o iN �G� LVcc y, V $0 - $1,000 - $12.00 Floor Apt. No. Over $1,000 $12.0 per OWNER by.An Of S 19 �. ;'y)c�5tar- or any fractionn thereof ADDRESS OWNERS PHONE# ,75� APPLICANT nl�., l�a1V-t:c l �n rp� ars. �r►c__ pr\ 5�'('V„ $ ADDRESS 3 bjtts LA4, ,�pW N fq< Ms 7 66 S l : .: ESTIMATED COST$ � U IS THIS A CONTRACT COST? YES NO ICJ FEE ENCLOSED $ OR- : 0 TYPE OF JOB: S Original Installation _ Alteration/Addition/Repair Revised 11/95 APPLICATION FOR ELECTRICAL PERMIT(Continued from rcverse side) TYPE OIL BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION YES / NO BUSINESS _ASSEMBLY CURRENT USE AND OCCUPANCY 5 C h �l MERCANTILE _ EDUCATIONAL FUTURE USE AND OCCUPANCY INSTITUTIONAL FACTORY STORAGE ENGINEER'S NAME PHONE GARAGE MIXED USE ADDRESS CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF MAIN FEEDERS AND RATING OF WIRE USED NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED?YES 1 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 SEPERATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK ��-s- l�,�s rr„�,2 er,'s THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONN. BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. NAMES ATE LICENSE NO. TYPE E 1 SIGNATURE OF PHONE NO. gGO—qa-9q4l DATE bl 17 Kr ELECTRICAL CONTRACTORS,I... CONNECTICUT 35 Lovers Lane•Torrington,CT 06790•(860)482-9447•FAX(860)489-2958 CT Lic.#103157 November 14, 1997 Town of South Windsor Building Inspector Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 To Whom It May Concern: This letter authorizes Mr. Brian Armstrong to take out and sign for a permit for the electrical work to be done at Timothy Edwards Middle School in South Windsor, CT. Enlcosed is a copy of my license number#103157. i . Kennedy /proj ects/2077A/letters/pemtitl e INSPECTOR G DACE ' TIME.:(`j M LOCATION 'b0 Aletl cC (- p W.& INSPECTION: CODE: RESULT(D/A) : 2A7(c c., BUILDING: ELECTRICAL: _ PLUMBING: HVAC: OTHER: L L L Sy 1 01 , M,ff I I In, IS�111` is ,:' ,. .:fi'r,'� ` �'. STATE OF CONNECTICUT 812011997 DEPARTMENT OF CONSUAIPS PROTECTION 165 CAPITOL AVE e HARTFORD CT 06106-1630 ELECTRICAL WORK BOARD Be it known that MATTHEW J KENNEDY 35 LOVERS LN TORRINGTON, CT 06790 Is hereby certified by the Department of consumer Protection as a licensed ELECTRICAL UNLIMITED CONTRACTOR El 10. License Number 00103157 Effective Date 10/01/97 Mark A. Shiffrin Expiration Date: 9/30/98 commissioner 4�/N t� rA .1 • Cr _0� O-P Sa� ?d&U&Ot IS 1540 SULLIVAN AVENUE•SOUTH WINDSOR,CT 06074-2786 oe•co�' AREA CODE 860/644-2511 FAX 860/644-3781 December 30, 1998 Sal Salafia 0 & G Industries, Inc. Torrington, CT 06790 Dear Mr. Salafia: Please be advised that beneficial occupancy for the addition to Timothy Edwards Middle School, South Windsor, Ct. , erected under Building Permit #24760 is hereby granted, pursuant to Connecticut General Statute 29-252-lb-119. 5. 1. This occupancy specifically does not include the stage, auditorium, and- all appurtenant areas to such. The permanent Certificate of Occupancy will be issued upon full completion of the project, and the receipt and approval of an as- built site plan. Please be advised that any change in the building which constitute violations of the conditions of the permit will result in revocation of this approval. Very truly yours, John R. Collins Chief Building Official Cc: William Lanning, Fire Marshal r Connecticut Engineers in Private Practice Structural Engineers Coalition Statement of Special Inspections Project: Timothy Edwards Middle School (TEMS) Location: South Windsor, CT 06074 Owner: Town of South Windsor Owner's Address: 1540 Sullivan Avenue South Windsor, CT 06074 Architect of Record: The S/UA/M Collaborative Structural Engineer of Record: The S/UA/M Collaborative This Statement of Special Inspections is submitted as a condition for permit issuance in accordance with the special inspection requirements of the BOCA National Building Code. It includes a Schedule of Special Inspections applicable to this project as well as the name of the Special Inspector,and the identity of other approved agencies intended to be retained for conducting these inspections. The Special Inspector shall keep records of all inspections, and shall famish inspection reports to the code official and to the structural engineer and architect of record. If such discrepancies are not corrected, the discrepancies shall be brought to the attention of the code official and the structural engineer and architect of record. The special inspection program does not relieve the contractor of his or her responsibilities. Interim reports shall be submitted to the code official, owner, structural engineer and architect of record. A schedule of interim reports shall be approved by the Code Official prior to permit issuance. A final report of inspections documenting completion of all required special inspections and correction of any discrepancies noted in the inspections shall be submitted prior to the issuance of a certificate of use and occupancy. Interim Report Frequency: _ monthly or 0 per attached schedule Prepared by Design Professional: KQWo,�, ea�0 COfVN (type or print name) 2� No. 14�601 Signature Date � '°Fss Ens N1'`,,� '* Own s Authori tioo L, Building Official' Acceptance: . - -- ignature Date ure ..,Date E__ CEPP/SEC Form 101 •Statement of Special Inspections•©CEPP/SEC 1993 , a_�� 1 1 Connecticut Engineers in Private Practice Sheet_?_of 7 Structural Engineers Coalition Project: TEMS Schedule of Special Inspection Services The following sheets comprise the required schedule of special inspections for this specific project. The construction divisions which require special inspections for this project are as follows: ® Soils and Foundations ® Cast-in-Place Concrete p Precast Concrete ® Masonry ® Structural Steel p Wood p Special Cases Inspection Agents Firm Address 1. Special Inspector The S/UA/M Collaborative 281 Farmington Avenue Farmington, CT 06032 2. Testing Laboratory Independent Materials Testing 57 N.Washington Street Laboratories, Inc. P.O. Box 745 Plainville, CT 06062 3.Testing Laboratory 4. Other Jan M. Reczek, Ph.D., P.E. 250 Briarwood Drive Geotechnical Engineer Recon Engineers Guilford, CT 06437 (203)458-9216 (203)458-2819 Fax Note: The qualifications of all personnel performing Special Inspection activities are subject to the approval of the Building Official. CEPP/SEC Form 101 •Statement of Special Inspections•QCEPP/SEC 1993 Schedule of Special Inspection Services Sheet_L of.7 Construction Division-Soils and Foundations Project TEMS Item Agent Scope No. 1. Shallow Foundations-Insitu 4 Verify suitability of subgrade prior to start of backfilling operations,within the building footprint. Verify capacity of bearing stratum prior to placement of footings. 2. Controlled Structural Fill 2 For each subgrade,fill and backfill material. Perform one moisture-density relationship test for each 1,500 cubic yards of material or fraction thereof. Inplace Density Tests: One test per lift for every 1,500 SF. Minimum of 3 tests per lift Two tests per lift for backfilling of walls and trenches. 3. Deep Foundations N/A 4. Other N/A CEPP/SEC Form 101 •Statement of Special Inspections•=EPP/SEC 1993 Schedule of Special Inspection Services Sheet. 4 of 7 Construction Division-Cast-In-Place Concrete Project: TEMS Item Agent Scope No. 1. Mix Design 1 Review concrete mix designs for footings, piers,walls, foundations, supported slabs, and slabs on grade for conformance with spec. requirements. 2. Material Certification 1 Review mill certificates for conformance with spec. requirements. 3. Reinforcement Installation 1 Inspect all reinforcing steel for conformance with requirements. 4. Post-Tensioning Operations NA 5. Batching Plant 1 Review batching operations prior to start of project and once a month during the concreting operations for this project. 6 Formwork Geometry 1 Review for conformance. 7. Concrete Placement 2 Verify conformance with slump, air content and temperature requirements for each strength test and as required to assure conformance. 8. Evaluation of Concrete 2 One set of cylinders per 50 cubic yards or portion thereof. Strength One set of cylinders per 3,500 SF of floor or wall area or portion thereof. 9. Curing and Protection 1 Verify conformance of curing and protection requirements for all concrete. 10. Other CEPP/SEC Form 101 •Statement of Special Inspections•CiCEPP/SEC 1993 5 Schedule of Special Inspection Services Sheet.._of 7 Construction Division-Masonry Project:___ TEMS Item Agent Scope No. 1. Material Certification 1 Verify conformance of all block, rein., and grout/mortar with approved materials. 2. Mixing of Mortar and Grout 1 `Verify conformance with spec. requirements. 3. Installation of Masonry 1 'Verify conformance of laying and mortaring procedures with spec. requirements. 4. Reinforcement Installation 1 •Verify conformance of grade, size,type, spacing, and placement of ties, rein.,anchors,and insert with spec. requirements. 5. Grouting Operations 1 •Verify conformance with low-lift grouting procedures. 6 Weather Protection 1 'Verify conformance with spec. requirements. 7. Evaluation of Masonry 2 Grouted and ungrouted prism tests for each 5,000 SF of Strength each wall type. Three cube tests for each 30 yards grout or fraction thereof for each type of grout being placed each day. 8. Other NA Indicates that item is to be performed on a full time basis at the onset of the work and will be adjusted by the Engineer of Record in writing after a review of the quality and consistency of the completed work. CEPP/SEC Form 101 •Statement of Special Inspections •QCEPP/SEC 1993 r Schedule of Special Inspection Services Sheets of 7 Construction Division-Structural Steel Project: TEMS Item Agent Scope No. 1. Fabricator Certification/ 1 Review quality control procedures and AISC certifications. Quality Control Procedures 2. Material Certification 1 Review mill certificates and bolts for conformance. 3. Open Web Steel Joists 2 Field inspection of erection, bridging and field connections for all joist 4. Bolting 2 Comply with testing and verification procedures per AISC for all field bolts. 5. Welding 2 Field Fillet Welds-100%visual, 25%magnetic particle; 15%witness Shop Fillet Welds 100%visual,25% magnetic particle: 15%witness Full Penetration- 100% ultrasonic 6 Shear Connectors 2 Inspect and test all field shear connectors. 7: Structural Details 2 Verify column plumbness and conformance of erected steel. 8. Other 2 Visually inspect approximately 10%of welds to steel Metal Deck supports. CEPP/SEC Form 101 9 Statement of Special Inspections•©CEPP/SEC 1993 • CONNECTICUT ENGINEERS IN PRIVATE PRACTICE Sheet-I—of.Z STRUCTURAL ENGINEERS COALITION FINAL REPORT OF SPECIAL INSPECTIONS PROJECT: Timothy Edwards Middle School (TEMS) LOCATION: South Windsor, CT 06074 PERMIT APPLICANT: Town of South Windsor APPLICANTS ADDRESS: 1540 Sullivan Avenue, South Windsor, CT 06074 ARCHITECT OF RECORD: The S/UA/M Collaborative STRUCTURAL ENGINEER OF RECORD: The S/UA/M Collaborative To the best of my information, knowledge, and belief,the special inspections required for this project, and itemized in the statement of special inspections submitted for permit, have been completed. The following discrepancies that were outstand ing dmg since the last interim report dated have been corrected: p . (Attach 8 12 x 11 continuation sheets(s)if required to complete the description of corrections) Interim reports submitted prior to this final report, and numbered to ,form a basis for, and are to be considered an integral part of this final report. Respectfully submitted, Special Inspector Signature Date Type or print name Date r MEMORANDUM To: Hap Fitts, Chairperson PBC From: Jeffrey B. Doolittle, P.E., Town Engineer { Date: 3/21/02 Re: Timothy Edwards Middle School C.O. We have reviewed the status of work to be completed at Timothy Edwards Middle School that was listed in memos to Ken Fitzgerald from Mike Gantick, dated September 6 and September 10,2001. The following items still need to be completed before we can sign off on a permanent C.O. 1. The grates on the detention basin outlet structures need to be bolted down. 2. We need to receive a mylar set of as-built drawings for the Town's records. These need to include the underground irrigation system. 3. The operation and maintenance manuals should be forwarded to us. 4. There is still construction debris buried in an area north of the tennis courts. The area, depth and type of construction debris must be determined and unsuitable material removed. Additional suitable fill and topsoil must be spread, raked and seeded in this area. See the attached memo from Jeff Folger. 5. There is a stockpile of contaminated soil onsite that we recommend be removed and disposed in an appropriate manner. Please call me at(644-2511 x 245)to let me know when the contractor will be on-site to complete this work, and if you have any questions. CC: Matthew B. Galligan,Town Manager Michael Gantick, Director of Public Works; Barry Guliano,Town Attorney; Marcia A. Banach, Director of Planning; John Collins, Chief Building Inspector, Bob Deptula, Sanatarian Memorandum To: Jeffrey Doolittle,Town Engineer CC: Director of Public Works From: Jeff Folger,Environmental Planner Date: 03/22/02 Re: Timothy Edwards Middle School In November of 2000,in response to concerns from a zoning Commission member,Karl Reichle (Superintendent of Parks and Grounds)and I inspected the eastern portion of the athletic fields at the Timothy Edwards Middle School. This area was the location of several stockpiles of soil and during the construction of the addition to the school. We found evidence that construction debris were buried in this area. Pieces of metal strapping,metal armored electric cable,asphalt,and wooden debris were present half buried in the ground;protruding so as to cause concern with the safety of people utilizing the field. Karl notified Pat Hankard(Director of Facility Services)of the presence of the debris,and the need to remove it. Additional concerns were voiced recently that debris were still present in the area. A follow up inspection by Karl and me revealed asphalt still present. A piece of plastic was found partially buried as well. It appears that the metal debris present in the fall had been removed. Additionally, siltfencing is still present along the perimeter of the disturbed areas throughout the site. Also some additional construction debris(metal pipe,wood)are present along the southern edge of the large detention basin. A follow-up inspection of the site(March 2002)was done to determine the presence and depth of the material present in the area north of the tennis courts. It appears that the metal strapping and conduit was removed,however large pieces of asphalt were still present at the surface. A soil auger and spade was used to try to dig past the fill material. Due to the rocky composition of the fill material I was only able to dig down a few inches,so the inspection was inconclusive. Recommendations: Since the area is fairly localized(approximately 50 feet in diameter)I would recommend three or four shallow test holes be dug to determine the type and depth of the debris present. If the debris consist of inert fill material(concrete,stone)I would recommend covering the area with 4 inches of topsoil and seeding with an appropriate grass cover. Silt fence should be pulled up and disposed of. The additional debris should also be removed from the site. The soil stockpile present onsite that contains elevated levels of arsenic should be removed from the site and disposed of in an appropriate manner. 1 I APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 1�()USS Z APP OVE 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 F ►.lot D zO A-I Over$1,000= Street Lot No. $15.00 per$1,000 � zDw�DS jU,oDz6 S- NeoL or any fraction thereof ignation Apt,No. APPLICANT CCNN C((C K 7 CoVk6%,ts'I cow Co(2F6a T, Qt,� APPLICANT ADDRESS 4U l�l l �Up tZ� (Zo(-Fp �Yl��fli..�l3v�►2y , c� ©67�Z APPLICANT'S PHONE# (Zc 3,) 7SR - /o 77 1001111 OWNER �010I N SFq< OWNER ADDRESS 5- O Aue►`"".f--' K"l�E c 660 741 OWNER PHONE C o :Sv VA-�1 95 LFL(c S Iroa I 221- I Zoo ESTIMATED COST$ ,.� U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ . O' TYPE OF JOB: - / j 1-7 Z OR-COS New Installation Alteration/Addition/Repair Revised 03.'05/10 . APPLICATION FOR HVAC PERMIT(Continued from'ieverse side) TYPE OF SYSTEM: TYPE OF BUILDING: HEATING ❑ RESIDENTIAL ❑ A/C ❑ COMMERCIAL_ ❑ VENTILATION a INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE IBM LBS. HIGH PRESSURE LIMIT LBS. PK HYDRONIC ❑ WARM AIR ❑ UNIT RADIANT.HEATER EXISTING RADIATION ADDITIONAL RADIATION `°TOTAL RADIATION DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE °F TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) �cu G F(_u.re 4L CAS Jac S -z lfLLO GROSS TING CAPACTTYAlNPUTBTUHi 1W,SS/ NET RATING(OUTPUT-BTUH): rat 6 tt TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION: ❑ •INSIDE ❑ OUTSIDE CAPACITY 9( GAS-INPUT ZY, 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) VVVTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) . p FURTHER DESCRIPTION OF WORK D u.+e 1j�F 0 'Rj:�,DL a'4cn&tip< ©NL Y LfQ; (ZLe O a✓e rslo,0 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. 6 30 6 73 5-- C i CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLIC DATE 3/ 2OLZ o a LAI Alf . Lis 3 ti CD s V I i s f———————'� �I , i i ITl _ 44 JI � if I Rig IX.$ ! m !ION golfs QP a ' its ---u t I ]�L•*�y� ,= i �■��i ��� � � i�F��� e 1 .ii i �3 1 0 ®0pp g® EE0 0 988 00 8p0 0p 0d Op I g 41111.1� !f �a .apeil�iAaB Of a9 z FF P1 E6i Pa $�+ s ii eR� 1 P ° INIT"111 9etP11 fi 3 •� Ie �gg g 2C CB °� gi%E O i a ggB pp I a td .-I; ag $ a E % if ylf < $S f=:i 9d q f ! ! fill I - �� !i%°R1 j$f$j i i 9 mix.� $ ppDa P aRg Rai � � P IRR ° i°ix21 �€ R 11141101XIIII e m p � R a o it 7M07NY EDN'ARpS MIWL83(7Y001�s 6 90YF11 P1.'PtiVWFRstoN� (�r \`RZ b+1�Ar+NMrq rw ra�'�li..� s I�OIMMGAL NOR MKMVFNK w�� ] (--+ MECHA PAL MF.fHAM(AL tARi PIAV oMr rwti N 2 )t R 1 r o I t 1 Quality engineered to Riellos world-class standard.40-Series gas burners are built for maximum uptime. Riello 40-Series high-efficiency burners not only deliver low energy consumption and quiet. worry-free performance. they re the most reliable combustion technology on the market RIELL� And Riello 40-Series gas burners offer a host of advanced features-such as durable, lightweight. compact construction: an integrated electronic control box with interrupted ignition: and an automatic air shutter that eliminates heat loss and enhances efficiency. Easy to install and service,and backed by coast-to-coast support. Riello 40-Series gas burners are available with firing rates from 38 to 900 MBtuh to handle a complete range of residential and light-commercial/industrial applications 4 0—S e r i e S G,20-G750 •p=: � � On-Off.38—750 MBtuh 4 0— e r i e S G 9 0 0 2-Stage-250-900 MBtuh We10 sp-S—snplo-end V—hape pen eumea are eased an e s IdW.nb - despn eel a eryueered m deMC releek. �. r nr Wa-menbierKe.tueiellrxnr feet tiearsa Aa e0saes eumea are tlgrnupHy adM ee]ed b enure ae ,NgM pedom—e n msde )end YphlTdnmettleNMu," eppl—a such es stem balers heel esdhe gm ertl tumces `♦ U � � J �a ■Manual Electric Air Servo Air Gate' Stutter' Connt Aii �1 pwrnt��w eW A Custom P.riaVCControl ■Permanent$pNt M Acoustically Solutions ry Capacitor(PSpMotor Insulated Specifications 40 - Series Gas Forced - Draft Burners Model G120 G200 G400 G750 G900 Natural Propane Natural Propane Natural Propane Natural Propane Natural Propene 38-120 70-200 170-400 250-750 250 490'' 360-gym 55-1.1- 1.7-3.4 .52-205 .51-1.97 .7-1,84 .9-2.96 .9-1.8 1.04-3.04 1.4-2.1 1.0-3.0 2.3-3.3" 2.6-6.0" 4-10 8-13 4-10 8-13 4-10 B-13 7-14 8-13 7-14 8-13 120v 60Hz 2.2 amp 3250 rpm 120v 60Hz 4.3 amp 3250 rpm (1)Low Fire (2)High Fire Dimensions Model G120 G200 G400 0750 CHIN 8" 215mm 9" 233mm 10Y1' 262mm 11--298mm 11- 298mm 9" (252mm) 10'"'-(272mm) 12-(305mm) 13'(350mm) 13"(350mm 1'H"(35mm) 1--(35mm) 1--(35mm) N/A 3y`(95mm) a 9 "(230mm) 1159"(295mm) 13'""-(347mm) 15''"(389mm) 15''(389mm) SOT Fixed fimp 3y'(85mm) 3--(85mm) 3"-(95mm) 4"-(105mm) 4"-(105mm) LBT 10'(255mm) 1 10-(255—) 10(255.) 10--(270mm) 10--(270mm) 3w`(91mm) 3v'-(91mm) 4'-(105mm) 41"'(125mm) 41Y16'(125mm) A Firing Rates 40-Series gas burners are CSA,CGA and AGA approved. SA® r c us 46 Riello Burners — a world of experience in every burner we sell Across North America and the world over. Riello sets the standard in reliable.high-efficiency, low-maintenance burner technology.With burner capacities from 38 thousand to more than 70 million Btuh.Riello oil.gas.dual-fuel and Low NOx burners deliver unbeatable performance across the full range of residential and commercial heating applications, as well as in light-industrial processes. Quality engineered for reliability, combined with fuel and power efficiency. Riello burners are environmentally friendly. and easy to install and service—all hallmarks of Riellos advanced burner technology With headquarters in Legnago. Italy.Riello has been manufacturing premium quality burners for over 80 years Today,to meet its customers needs. Riello employs more than 2.000 people across four continents, with a sales and support network that spans over 60 countries. Throughout the United States and Canada.our staff and independent sales and support network are dedicated to providing applications engineering support, commissioning. hands-on training, ongoing technical assistance, and after-sales service. Riello Burners—delivering reliable combustion solutions for our customers in North America and around the world RIELLO 14 Bur<i Reliable Combustion Solutions 35 Pond Park Road 1-8 0 Q-4-R 1 L L L V 2165 Meadowpine Blvd Hingham, Massachusetts 1-800A74-3556 Mississauga. Ontario U S.A 02043 www.riello-burners.com Canada L5N 6H6 O to n, lJ7 A n :3 O O QI q 3 a, rn aj 6 I J ,1 t t iik�l. - 4 qA'I R series new Commercial Range Riello has been producing and selling burners for over 90 year and has been present in the North American market for over 30 years. Now due to our experience of the North American market, Riello is introducing a new Commercial Product Series developed specifically for the North American Market. Thousands of R Series burners are sold every year all around the World. The New R Series burners for the American market contain the same combustion technology which brings strong reliability to the whole product family, however they are designed to accomodate the many different controls and options desired in the North American market. An unmistakable design and style, utilising high technology solutions and high levels of industrialisation, distinguish the R Series product from the competition in today's market. C� 4` \�I/US THE NEW R SERIES Ce us LISTED With many years of experience in the design and manufacture of Burners, Riello has developed a new Commercial range of product, the New R Series. This new series offers a high degree of flexibility in order to satisfy the needs of applications in the North American market whilst maintaining an integrated design. The new R series burners will start to be phased-in during the beginning of 2010 starting with the dual fuel models, and with the other burners models to follow during the year, until all variants are available. The current product series will remain available along side the new for our customer applications which have been designed with a European style control strategy. i ylE , s ' 9 r ; I NEW ELECTRICAL PANEL The Burner models of New R Series have been developed with a new Electrical Panel to increase flexibility; and despite the integrated layout, various flame safeguards can be used and many useful accessories such as switches, indicator lights, alarm horns etc. etc. can be fitted. On the new IRS and RLS models, all the components for basic burner operation are included in the Electrical Panel as standard equipment, optional accessories can easily be fitted on request. � �� (l�• � It Example of RLS, dual fuel model electrical equipment specification: - Flame Safe Guard Honeywell 7840 (other control type on demand) - Servomotor Siemens SQM50 - Independent ignition for gas and oil - Single point 3 ph power connection with integrated Control Circuit Transformer Installed - 5 indicator lights, Power ON, Main Fuel ON, Call for Heat , Ignition, Flame failure. - 3 pre-punched holes for extra indicator lights/switches - 1 three way switch: off/local/remote - 1 jog switch: up & down - 1 three way switch fuel selection : Gas/Off/Oil - Auto/Off/Oil (Keyspan) - 1 Alarm Horn - 1 Alarm silence push-button �i Riello Burners a world of experience in every burner we sell. Across the world, Riello sets the standard in reliable and k high efficiency burner technology. Z With burner capacity from 17 thousand to 163 million g Btu/hr, Riello gas, oil, dual fuel and Low Nox burners a deliver unbeatable performance across the full range of residential and commercial heating applications, as well as in industrial processes. With headquarter in Legnago, Italy, Riello has been manufacturing premium quality burners for over 90 year. The manufacturing plant is equipped with the most innovative systems of assembling lines and modern manufacturing cells for a quick and flexible response to IT 1 the market. Besides,the Riello Combustion Research Centre, located in Angiari, Italy, represents one of the most modern facility in Europe and one of the most advanced in the world for the development of the combustion technology. Today, the company's presence on worldwide markets is distinguished by a well-constructed and efficient sales network, alongside many important Training Centres located in various countries to meet its customers' needs. Riello has 13 operational branches abroad (in Europe, America and Asia), with customers in over 60 countries. 121 1 1 BURNERS PRODUCTION PLANT S. PIETRO, LEGNAGO(VERONA)- ITALIA 121 HEADQUARTER BURNERS DIVISION S. PIETRO, LEGNAGO(VERONA)- ITALIA 2165 Meadowpine Blvd www.riello.ca 35 Pond Park Road Mississauga,Ontario www.riellousa.com Hingham,Massachusetts Canada L5N 6H6 1-800-4-RIELLO U.S.A.02043 Since the Company is constantly engaged in the production improvement, the aesthetic and dimensional features, the technical data, the equipment and the accessories can be RIELLO changed. This document contains confidential and proprietary information of RIELLO S.p.A. Unless authorised,this information shall not be divulged,nor duplicated in whole or in part. MELLO ELECTRONIC CAM The RS and RLS Burners are also available with fully modulating operation achieved with the new LMV3 Digital Linkageless Burner Management System, which is able to manage the air-fuel ratio by independent servomotors in order to obtain a perfect output control and to assure a correct combustion and safe operation over all the modulation range. Electronic Cam LMV36 - LMV37 Display Interface AZL21 � - SAFE AND GREEN Riello experience in combustion technology is very well demonstrated in the combustion head of New RS - RLS burner models and assures smooth ignition, safe operation, and environmentally friendly emissions. Riello burners excels in producing burners which perform well with minimal excess air,this enhances system efficiency and reduces greenhouse gas emissions such as CO2. With oxygen levels of only 3% (')typical in the products of combustion and turndown ratios of up to 10-1 N on natural gas, system efficiencies are truly maximised. In addition to our standard product we also have available Low NOx models which use an Advanced Combustion Technology in order to reach NOx values of less than 30ppm (') during the combustion of natural gas without the requirement of Flue Gas Recirculation; this enhances system efficiency in comparison with traditional FGR systems and reduces system/installation costs. (') NOx emissions and Modulation ratios are verified in our Research Center; not all field applications allow similar performance. If guaranteed emissions and/ or turndown are required please contact Riello Burners Commercial and Technical Department. Specifically designed combustion head configurations are available for low gas supply pressure applications. Please contact Riello Commercial and Technical Department, our Application Engineers will be pleased to help you. �r DESIGN AND STYLE Since the beginning of our industrial development, Riello has looked for a relationship between Industry and Style in order to help maintain the reputation of Italian design on the world stage. Once again the New R Series preserves the marriage between Performance and Design, giving the product range an unmistakable Style. R1ELL0 Wide Product variants In order to satisfy market requirements the New R Series is available for many different fuels and modes of operation. All models are approved and conform to the applicable North American standards. The table below shows the various models of New R Series burners. MODEL CERTIFICATION FUEL MAX OUTPUT OPERATION EMISSIONS RS45/E BLU UL Gas 2037 Mbtu/H Modulating Electronic Cam (L0 RS68/E BLU UL Gas 3258 Mbtu/H Modulating Electronic Cam LL,oOo� RS120/E BLU UL Gas 4924 Mbtu/H Modulating Electronic Cam RS160/E BLU UL Gas 7046 Mbtu/H Modulating Electronic Cam RS200/E BLU ETL Gas 9090 Mbtu/H Modulating Electronic Cam (�0 RS28/M UL Gas 1232 Mbtu/H Modulating Mechanical Cam Standard RS38/M UL Gas 1665 Mbtu/H Modulating Mechanical Cam Standard 1 RS50/M UL Gas 2201 Mbtu/H Modulating Mechanical Cam Standard 1 RS70/M UL Gas 3084 Mbtu/H Modulating Mechanical Cam Standard RS100/M UL Gas 4405 Mbtu/H Modulating Mechanical Cam Standard RS130/M UL Gas 5545 Mbtu/H Modulating Mechanical Cam Standard RS190/M UL Gas 8673 Mbtu/H Modulating Mechanical Cam Standard RS250/M ETL Gas 10034 Mbtu/H Modulating Mechanical Cam Standard RS50/E UL Gas 2201 Mbtu/H Modulating Electronic Cam Standard RS70/E UL Gas 3084 Mbtu/H Modulating Electronic Cam Standard RS100/E UL Gas 4405 Mbtu/H Modulating Electronic Cam Standard RS130/E UL Gas 5545 Mbtu/H Modulating Electronic Cam Standard RS190/E UL Gas 8673 Mbtu/H Modulating Electronic Cam Standard IRS 250/E ETL Gas 10034 Mbtu/H Modulating Electronic Cam I Standard RLS 68/E - /EV UL Gas-Light Oil 3258 Mbtu/H Mod. Oil/ Mod. Gas (1) RLS 120/E - /EV UL Gas-Light Oil 4924 Mbtu/H Mod. Oil/ Mod. Gas (1) L(2)Vk*1[0F2)M RLS 160/E - /EV UL Gas-Light Oil 7046 Mbtu/H Mod. Oil/ Mod. Gas (1) o 0 RLS 28/M UL Gas-Light Oil 1232 Mbtu/H 2 stage Oil/Mod. Gas (2) Standard RLS 38/M UL Gas-Light Oil 1666 Mbtu/H 2 stage Oil/Mod. Gas (2) Standard RLS 50/M UL Gas-Light Oil 2198 Mbtu/H 2 stage Oil/Mod. Gas (2) Standard RLS 70/M UL Gas-Light Oil 3044 Mbtu/H Mod. Oil/ Mod. Gas (2) Standard RLS 100/M UL Gas-Light Oil 4396 Mbtu/H Mod. Oil/ Mod. Gas (2) Standard RLS 130M UL Gas-Light Oil 5292 Mbtu/H Mod. Oil/ Mod. Gas (2) Standard RLS 190/M UL Gas-Light Oil 7560 Mbtu/H Mod. Oil/ Mod. Gas (2) Standard RLS 70/E UL Gas-Light Oil 3044 Mbtu/H Modulating Electronic Cam Standard RLS 100/E UL Gas-Light Oil 4396 Mbtu/H Modulating Electronic Cam Standard RLS 130/E UL Gas-Light Oil 5292 Mbtu/H Modulating Electronic Cam Standard RLS 190/E UL Gas-Light Oil 7560 Mbtu/H Modulating Electronic Cam Standard RLS 2501E ETL Gas-Light Oil 10034 Mbtu/H Modulating Electronic Cam Standard (1) Modulating Electronic Cam (2) Modulating Mechanical Cam Specific Burner configurations are available to meet the BAR/DEP and Keyspan requirements of NYC. Other Product configurations are available on demand, please contact Riello Burners Commercial and Technical De- partment, our Application Engineers will be pleased to help you. Electric# ifC- / APPLICATION FOR BUILDING PERMIT Plumbing# C .100 ARNOLD WAY HVAC # /� b 74, P/-, Y;N7'� No. 24760 Date: �T. Sprinkler# O /1 o.L FINAL APPROVALS Estimated Cost $ so Building a442 ,4 COMPLETE RED BOXED AREAS Permit Fee $ Engineering TYPE OR PRINT ONLY Occupancy Fee $ Affidavit SIGN ON REVERSE SIDE Appr.for CO. Total Fee $ w/1 1 vu_ (� TO BUILD14G DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following specifications: Job Location /aD Ae60j4,p k4P Lot No. Side of Street Zone ApplicantQ!� NrS M.A-, Tel.# ) q89-926/ , , &Q Address //,Z L✓AZ4 .�I_ _ I JGe��/GTo.tJ. CRTT, Zip 06790 Lic.# Owner�I& IN/NdStR QG/F' SSA/,Address/T3 7 /'lA/f/Al- �'ayw Architect s14 dOCCAagg,477m Address 86 GG,4S7bw ,@yo6 &dZ, GL,45M' , AOR Y CJ 4 6033 Sq. Ft.New Area: lst FI.J3 976 SF. 2nd H. ASZ SF3rd Fl. 23 V20 Slr Total New Area/O'/OV8SF 70 #Rooms #Lavatories #Bathrooms #Garages Purpose of this permit: .QDD/�/D�✓S r, 43EJ/Odg7 4c,-'S TO: //MOTiNY ELIG�JA.QDS 00%d E Se-yoo e- /.SSE Rty e�'T �O : /3Z-066 EA City Water Jf Well ❑ Septic System ❑ Sewer)Rf Ins. H.O. S.P. Cert. Area Basement Garage Approved by Date /U 47 Use Croup L Construction Typz R•v6ed 1197 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 t sall Sign I hereby apply for a Certificate of Occupancy for ttw work described is�ppli"ion for the permit. Sigr1 - DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- 97-24760-B 10,475,000 BO1 FOOTING 11/10/97 JFF A TESTING LAB AND ENGINEER ON SITE BO1 FOOTING 11/06/97 JRC A PARTIAL-ADMIN AREA P02 UNDERGROUND 10/14/97 JRC A WATER TEST ON STORM RELOCATION BO1 FOOTING 11/19/97 JFF A 2 PIERS COL LINE 2 PIERSBANC BO1 FOOTING 11/25/97 JFF A PIERS 3LINE N 0 AN P BO1 FOOTING 12/03/97 DCJ D CANCELLED AT JOB SITE P02 UNDERGROUND 12/04/97 DCJ A ROOF DRAINS/ADMINISTRATION WING SECTION "D" BO1 FOOTING 12/05/97 DCJ A FOR WALL AND COLUMNS F3 AND G3 BO1 FOOTING 12/09/97 DCJ A FOOTINGS BETWEEN COLUMNS F3 AND G3 BO1 FOOTING 12/15/97 DCJ A COLUMN LINE L-10 (PARTIAL) B01 FOOTING 12/22/97 DCJ A PIER FOR COLUMNS G4 AND 07 ALSO PARTIAL FOOTING (NOT FORMED) BO1 FOOTING 12/24/97 DCJ A PIER G3 AND PARTIAL EXTERIOR WALL P02 UNDERGROUND 12/24/97 DCJ A WASTE DRAINS COL. LINE N/P4 EAST TO COL. LINE Q AND TO EXTERIOR WALL BO1 FOOTING 12/29/97 DCJ A PIERS FOR COLUMNS R2 AND R3 B01 FOOTING 12/29/97 DCJ A FOOTING FOR COLUMN K.8/2.3 TOLD CONTRACTOR TO REMOVE STANDING WATER Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- P02 UNDERGROUND 12/29/97 DCJ A PLUMB. AT COL. 3&4, BETWEEN COL. Q&S NEAR ACID NEUTRALIZING TANK BO1 FOOTING 12/30/97 DCJ A PIERS FOR COLUMNS M5 AND M6 BO1 FOOTING O1/05/98 DCJ A PIERS FOR COL. LINE 3 (G,H,J) PIERS Q7 & R7 BO1 FOOTING O1/06/98 DCJ A SMALL PIERS AT EAST END OF STAGE AREA, ALSO PIER F.6 AGAINST EXIST. EXTERIOR WALL P02 UNDERGROUND O1/07/98 DCJ A STORM DRAIN LEADERS FROM K.7-4 TO P4 TO EXTERIOR OF BUILDING B01 FOOTING O1/08/98 DCJ A PIER FOR COL. R8 AND FOOTING IN SAME LOCATION BO1 FOOTING O1/09/98 DCJ A PIERS FOR COLUMNS H.5 (5,6) BO1 FOOTING O1/12/98 DCJ A SMALL PIERS AT WEST END STAGE AREA (2) ALSO FOOTINGS BETWEEN PIERS BO1 FOOTING O1/13/98 DCJ A FOOTINGS & PIERS FOR WEST END S.2 LINE POURING PARTIAL WALL AT STAGE AREA BO1 FOOTING O1/14/98 DCJ D NOT POURING, TOO MUCH FROST P02 UNDERGROUND O1/14/98 DCJ A COL. F,G-COL. 2,3 3" STORM AND 4" WASTE E03 ROUGH O1/14/98 DCJ A UNDER GROUND CONDUIT NEAR COL.02 TO EXTERIOR RMC ON 6" SAND SUPPORTS 7' APPROX. APART BO1 FOOTING O1/15/98 JFF A COL LINE 7 NOG H I Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- B01 FOOTING O1/20/98 DCJ A SMALL PIER ON COL. LINE 9 P02 UNDERGROUND O1/20/98 DCJ D NOT READY BO1 FOOTING O1/21/98 DCJ A NW COR. SEC. C EXT. WALL FOOTINGS, P02 UNDERGROUND O1/21/98 DCJ A TRUNK LINE F.6-H.5 1-7(SANITARY) ALSO K-L.2 COL.2-4 P02 UNDERGROUND O1/22/98 DCJ A 4" AND 6" B02 FOUNDATION 01/22/98 DCJ A FOOTING DRAINS ON NORTH SIDE OF BUILDING BO1 FOOTING O1/23/98 DCJ D CANCELLED AT SITE P02 UNDERGROUND O1/26/98 DCJ A SANITARY & ROOF DRAINS COL. H-K , COL. 2-4 BO1 FOOTING O1/28/98 DCJ A PS-R8 PIERS AND FOOTINGS P02 UNDERGROUND O1/29/98 DCJ A 3" SANITARY TO ACID NEUTRALIZING TANK COL. G-H AND 7-8 BO1 FOOTING 02/02/98 DCJ D NOT READY BO1 FOOTING 02/03/98 DCJ A FOOTINGS AND PIERS AT COL. R.7-8 AND R.7-8.7 BO1 FOOTING 02/04/98 DCJ A PIERS AND FOOTINGS P9 AND 09 B02 FOUNDATION 02/17/98 DCJ A FOOTING DRAINS AT N.W. COR, APPROX. 200' P02 UNDERGROUND 02/17/98 DCJ A SAN. COL. 3-8/ COL.R-S P02 UNDERGROUND 02/23/98 DCJ A COL. 7-8 AND COL. N-G.5 SANITARY H09 OTHER 02/26/98 DCJ A AIR TEST ON HEATING LINES IN ADMINISTRATION WING Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- E03 ROUGH 02/27/98 DCJ A ADMINISTRATION WING ONLY P02 UNDERGROUND 02/27/98 DCJ A P02 UNDERGROUND 03/02/98 JFF A ACID NEUTRALIZATION TANK COLUMN LINE EX -2 BETWEEN 1 & 2 P02 UNDERGROUND 03/16/98 JFF A COL LINE 7TO8 G TO L STORM AN SANITARY P03 ROUGH 03/27/98 DCJ A COL. F-L AND 1-4 ALL FLOORS B09 OTHER 03/30/98 DCJ A WALK-THRU WITH F.M. B01 FOOTING 04/01/98 DCJ A STORAGE AREA NEAR O&G TRAILER P03 ROUGH 04/13/98 DCJ A ROOF DRAIN LEADERS COL.F-L & 1-4 P02 UNDERGROUND 04/16/98 DCJ A ACID WASTE PIPE COL. Q-S AND 3-4 P03 ROUGH 04/21/98 DCJ A RMS T308, T309, T310, RAINLEADERS K7-3,K7-4 P03 ROUGH 04/23/98 DCJ A P02 UNDERGROUND 04/24/98 DCJ A SANITARY AND ROOF DRAINS N-L&7-8 P03 ROUGH 05/04/98 DCJ A ACID WASTE PIPING RMS 255 & 355 P03 ROUGH 05/05/98 DCJ A SAN. RMS 202, 203, 302, 303 AND ROOF DRAIN LEADERS COL. M-R 7-8 & COL. R3 P03 ROUGH 05/08/98 DCJ A ACID WASTE PIPING RMS. 225, 325 P03 ROUGH O5/15/98 DCJ A ACID WASTE DRAINS RMS 245, 345 P03 ROUGH 05/27/98 DCJ A ACID WASTE PLUMBING RMS. 325 & 335 Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- PO4 GAS TEST 06/08/98 DCJ A P03 ROUGH 06/10/98 DCJ A GAS LINES FOR TURETS IN SCIENCE LABS P03 ROUGH 06/18/98 DCJ A WATER PIPING E03 ROUGH 06/25/98 DCJ A PARTIAL IN WALLS P03 ROUGH 07/10/98 DCJ A BATHROOMS ADJACENT TO ADMIN. AREA B03 FRAMING (ROUGH) 07/13/98 DCJ A BO1 FOOTING 07/13/98 DCJ A P03 ROUGH 07/21/98 DCJ A ACID WASTE IN RMS 265,365 P03 ROUGH 07/29/98 DCJ A E03 ROUGH 08/03/98 DCJ A EXISTING ADMIN. OFFICE E01 SERVICE 08/04/98 DCJ A GROUNDING IN MAIN SWITCH GEAR ROOM B03 FRAMING (ROUGH) 08/06/98 JRC A CIELING AREA OF EXISTING CAFETERIA E03 ROUGH 08/06/98 JRC A CIELING AREA OF EXISTING CAFETERIA H03 ROUGH 08/06/98 JRC A CIELING AREA OF EXISTING CAFETERIA S03 ROUGH 08/06/98 JRC A CIELING AREA OF EXISTING CAFETERIA P02 UNDERGROUND 08/06/98 JRC D EXISTING BOILER ROOM-NO TEST P02 UNDERGROUND 08/06/98 JRC D RECHECK-TEST NOT HOLDING-EXISTING BOILER ROOM P02 UNDERGROUND 08/07/98 DCJ A FLOOR DRAINS IN BOILER ROOM P02 UNDERGROUND 08/13/98 DCJ A STORM AND SANITARY F&J/7&8 AND ACID WASTE Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- P02 UNDERGROUND 08/14/98 DCJ A PO4 GAS TEST 08/17/98 DCJ A LP TANK OUTSIDE FOR SCIENCE LABS P02 UNDERGROUND 08/25/98 JFF A SCIENCE RM 215 ACID WASTE UG B09 OTHER 08/20/98 JRC A ABOVE CEILING ADMIN AREA P03 ROUGH 09/03/98 DCJ A ACID WASTE IN RMS. 215, 315 PO4 GAS TEST 09/08/98 DCJ A GAS PIPE FOR RMS 215/315 E03 ROUGH 09/14/98 JFF A LOWER LEVEL BTO C PLUGS AN LIGHTS P03 ROUGH 09/24/98 JFF A BATHS 203 303 204 304 WITH SUPER E03 ROUGH 10/23/98 DCJ A MAIN "B" WALLS, UPPER "B" WALLS, LOWER "C" CEILING B10 FINAL 10/19/98 JRC A ABOVE CEILINGS-RMS 131-251-331 H09 OTHER 10/19/98 JRC A PRESSURE TEST-MAIN FLOOR-PARTIAL E03 ROUGH 11/06/98 DCJ A ABOVE CEILING IN BANDROOM AND AUDITORIUM B10 FINAL 11/09/98 JRC A CEILINGS @ BANDROOM AND SOUTH SIDE CLASSROOMS ON MAIN AND UPPER LEVELS PO4 GAS TEST 12/29/98 DCJ A MAIN LOBBY AND LOWER CORRIDOR E03 ROUGH 01/14/99 DCJ A 3RD FLOOR, ALT. 6 AREA (STORAGE) B03 FRAMING (ROUGH) 02/09/99 JRC A ABOVE CEILING IN STORAGE AREA-3RD FLR NEW THIS WILL BE TEMP MEDIA CENTER Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- E03 ROUGH 02/09/99 JRC A ABOVE CEILING 3RD FLR TEMP MEDIA CENTER B03 FRAMING (ROUGH) 02/08/99 JRC A TEMP MEDIA CENTER E03 ROUGH 02/25/99 DCJ A MEDIA CENTER B03 FRAMING (ROUGH) 03/12/99 JRC A ABOVE CEILING NORTH & SOUTH CLASSROOMS 3RD FLOOR EXIST E03 ROUGH 03/12/99 JRC A ABOVE CEILING NORTH AND SOUTH CLASSROOMS 3RD FLOOR EXIST H03 ROUGH 03/12/99 JRC A ABOVE CEILING NORTH AND SOUTH CLASSROOMS 3RD FLOOR EXIST B03 FRAMING (ROUGH) 05/28/98 JRC A ABOVE CEILING ADMIN WING E03 ROUGH 05/28/98 JRC A ABOVE CEILING ADMIN WING B03 FRAMING (ROUGH) 12/04/98 JRC A ABOVE CEILING 1ST AND 2ND FLOOR E03 ROUGH 12/04/98 JRC A ABOVE CEILING 1ST AND 2ND FLOOR H03 ROUGH 12/04/98 JRC A ABOVE CEILING 1ST AND 2ND FLOOR B03 FRAMING (ROUGH) 12/14/98 JRC A ABOVE CEILING AUD AND STAGE E03 ROUGH 12/14/98 JRC A ABOVE CEILING AUD AND STAGE H03 ROUGH 12/14/98 JRC A ABOVE CEILING AUD AND STAGE B03 FRAMING (ROUGH) 04/06/99 JRC A ABOVE CEILING-MEDIA CENTER E03 ROUGH 04/06/99 JRC A ABOVE CEILING-MEDIA CENTER Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- H03 ROUGH 04/06/99 JRC A ABOVE CEILING-MEDIA CENTER B03 FRAMING (ROUGH) 07/15/99 JRC A SOUTH SIDE EXISTING BUILDING E03 ROUGH 07/15/99 JRC A B03 FRAMING (ROUGH) 08/05/99 JRC A FRONT CLASSROOMS AND CONDOS 1ST FLOOR EXISTING E03 ROUGH 08/05/99 JRC A FRONT CLASSROOMS AND CONDOS 1ST FLOOR EXISTING B03 FRAMING (ROUGH) 08/05/99 JRC A NEW GUIDANCE B10 FINAL O8/05/99 JRC A CLASSROOMS 2ND LEVEL E03 ROUGH 08/05/99 JRC A MAIN LEVEL OF CAFETERIA B03 FRAMING (ROUGH) 03/22/99 JRC A ABOVE CEILING HALLWAYS B09 OTHER 04/14/99 JRC A B04 INSULATION 04/14/99 JRC A E03 ROUGH 04/14/99 JRC A B03 FRAMING (ROUGH) 10/26/99 JRC A LOCKER RUNS ABOVE CEILING E03 ROUGH 10/26/99 JRC A LOCKER RUNS ABOVE CEILING B10 FINAL 12/31/02 JRC A 98-1097-5 408,000 97-10060-P 743,000 Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- 98-1102-5 975 98-10108-H 2,530,000 97-14657-E 2,115,570 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Appli ' BUILDING DEPARTMENT o v D 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# Date ding Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 ton Arn n(d u)" Over$1,000= I Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ��n�' Vz�t ijck APPLICANT ADDRESS q 5 1 ywf o S4t-rQ / tLr K Ad cL.2 ,(L�cD1 /7 D&a ('`1 APPLICANT'S PHONE OWNER sz&Lef q OW N S Fq OWNER ADDRESS (e/pi r�2�sl� G�GYs> OWNER PHONE %�(� ? � / /G,,? ESTIMATED COST$ -71 5 3 Q. " C . V IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ 125 . `7 Z °y ` TYPE OF JOB: OR•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 OCCUPANCYo ❑ BUSINESS ' ❑ ASSEMBLY FUTURE USE AND OCCUPANCY S C�1 EDUCATIONAL �j INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD 6:6.ncl uDcr rj t rl t vu P)�13 J 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 '_ i i 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 CONTRACTORS LICENSE NO STATE SIGNATURE OF APPLICANT DATE 8-L/:�1 $ERV YOURS ENERGY CONSER VA TION SPECIALIST IN NEW ENGLAND TOWN OF: -�:�)Ah Lo i cd snr- DATE: �,.-I()- go ( I TO WHOM 1T MAY CONCERN: an employee of Con Serv, Inc., has been authorized to sign the electrical permit application necessary for the following project: CITY OR TOWN OF: MUNICIPALITY: ups o�-4c�oor PROJECT NAME: oI i q hilnQ EXPECTED START DATE: }� Thank you, Sincerely, Darin C. Hanna President CON SER V, INC. www.conserv-inc,com P.O.BOX 539 WILLINGTON,CT 06279 (860)872-6651 FAX: (860)872-9025 CT. LIC.#EI-122042* MA. LIC.#A18016 * NH. LIC.#10844M * VT. LIC.#EM-4260* ME. LIC.#MS60018181 i � _'�i���� l � LL DATE PROJECT TYPE NOTE CORPORAT10N PREPARED BY T `�J �f^— 11-CLW-3035 Induction Wall Pack Fixture MD—CL .1 —30,% •Lamp Rating: 100,000 Hours for enhanced safety and maintenance •Lumen Maintenance:88%maintained lumens over 100,000 Hours U •Energy Savings:Over 57%savings comparing to HPS and other HID sources •IP Rating:IP55,LIL listed for wet location #, r1 •Light Output:4700K,90 CRI •Voltage:120-277 standard 480V optional c�ul s •Applications:Exterior walls,parking areas,entrances,walkways, •Warranty:10 year warranty(see terms and conditions) Lamp Specifications • Construction:Heavy duty die cast aluminum body,dear borosilicate glass lens Wattage Lumens CRI Pupil Lumens CCT(KELVII) Rated Life SM-CLW-3035-801ND 7,600 90 12,540 4700K 100,000 hours SM-CLW-3035-100IND 9,500 90 15,675 4700K 100,000 hours Ballast Specifications System Input Voltage Input Current Input Power Factor Ambient THD Wattage Frequency Temp 84W 100-300VAC 0.84-0.28A 233 KHz 0.99 -31OF-239OF <10% 106W 100-300VAC 1.06-0.35A 233 KHz 0.99 -31OF-239OF <10% Ordering Guide Example:(MD-CLW-3035-80IND-47-120/277V-BZ-PC) MD-CLW-303.5 MODEL WATTS COLOR TEMP VOLTAGE MOUNTNG FINISH OPTIONS MD-CLW-3035 80W-80IND 27-2700K 120-277V BZ—BRONZE PC-PHOTO CELL MEDIUM 100W-1001ND 35-3500K 480V WG-WIRE GUARD WALL PACK 41-4100K NSA WHT-WHITE PLY-POLY CARB 47-4700K BLK-BLACK LENS GUARD 50-5000K SILVER SC-SIDE CUT OFF 60-6000K SIL- SHIELD CUS-CUSTOM FC-FULL CUT OFF SHIELD DIM-DIMMING is 1/8" 9 3118"� 17"� 9" IF DATE PROJECT TYPE NOTE (=C)RP(DRATION PREPARED BY �(�/� LG-CLP-3040 Induction Flood LiEht Fixture CLP-3040 *Lamp Rating: 100,000 Hours for enhanced safety and maintenance •Lumen Maintenance:88%maintained lumens over 100,000 Hours .Energy Savings:Over 57%savings comparing to HPS and other HID sources •IP Rating: IP55, UL listed for wet location •Light Output:4700K,90 CRI •Voltage: 120-277 standard.480V optional •Applications: Exterior walls,parking areas,entrances,walkways,underpasses •Warranty: 10 year warranty(see terms and conditions) Lamp Specifications • Construction: Heavy duty die cast housing,Gear tempered flat glass lens Wattage Lumens CRI Pupil Lumens CCT(KELVIN) Rated Life LG-CLP-3040-80IND 7,600 90 12,540 4700K 100,000 hours LG-CLP-3040-100IND 9,500 90 15,675 4700K 100,000 hours LG-CLP-3040-120IND 11,400 90 18,810 4700K 100,000 hours LG-CLP-3040-150IND 14,250 90 23,513 4700K 100,000 hours Ballast Specifications System Input Voltage Input Current Input Power Factor Ambient THD Wattage Frequency Temp 84W 120-277VAC 0.70-0.30A 233 KHz 0.99 -31 OF-239OF <10% 105W 120-277VAC 0.88-0.38A 233 KHz 0.99 -310E-2391F <10% 126W 120-277VAC 1.05-0.45A 233 KHz 0.99 -31°F-239°F <10% 156W 120-277VAC 1.30-0.56A 233 KHz 0.99 -31°F-239°F <10% Exam le: LG-CLP-3040-80IND-50-120/277V-YM-BZ-PC LG-CLP-3040 MODEL WATTS COLOR TEMP VOLTAGE MOUNTING FINISH OPTIONS LG-CLP-3040 8OW-80IND 27-2700K 120-277V YM-YOKE MOUNT BZ-BRONZE PC-PHOTO CELL 17"FLOOD 100W-1001ND 35-3500K 480V SF-SLIP FITTER WG-WIRE GUARD EA6-6"ETRUDED LIGHT 120W-1201ND 41-4100K WHT-WHITE PLY-POLY CARB 150W-1501ND 47-4700K ARM BLK-BLACK LENS 50-5000K EA10-io"EXTRUDED GS-GLARE SHIELD 60-6000K ARM SIL-SILVER BFL-BAFFLENISOR AEA6-ADJUST. CUS-CUSTOM DIM-DIMMING EXTRUDED ARM �l DATE PROJECT TYPE NOTE CORPORATION PREPARED BY � v,� CLP-3040 Induction Flood Light Fixture CLP-3M .Lamp Rating:100,000 Hours for enhanced safety and maintenance •Lumen Maintenance:88%maintained lumens over 100,000 Hours •Energy Savings:Over 57%savings comparing to HPS and other HID sources •IP Rating:IP55,LIL listed for wet location •Light Output:4700K,90 CRI •Voltage:120V-277V,standard 480V optional .Applications:Exterior walls,parking areas,entrances,walkways,underpasses c&rs •Warranty:10 year warranty(see terms and conditions) �. • Construction:Heavy duty die cast aluminum body,dear tempered glass lens Lamp Specifications Wattage Lumens CRI PUPIL LUMENS CCT(KELVIN) Rated Life XLG-CLP-3040-200WD 19,000 90 31,350 4700K 100,000 hours XLG-CLP-3040400IND 38,000 90 62,700 4700K 100,000 hours Ballast Specifications System Input Voltage Input Current Input Power Factor Ambient THD Wattage Frequency Temp 21OW 120-277VAC 1.75-0.76A 233 KHz 0.99 -31°F-239°F <10% 420W 120-277VAC 3.50-1.51 A 233 KHz 0.99 -31°F-239°F <10% Ordering Guide Exam le: XLG-CLP-3040-2001ND-50-120V-YM-BZ-PC XLG-CLP-3040 MODEL WATTS COLOR TEMP VOLTAGE MOUNTING FINISH OPTIONS XLG-CLP-3040 20OW-200IND 27-2700K 120-277V YM-YOKE MOUNT BZ-BRONZE PC-PHOTO CELL 23"FLOOD 30OW-300IND 35-3500K 480V SF-SLIP FITTER WG-WIRE GUARD EA6-6"ETRUDED LIGHT 40OW-400IND 41-4100K WHT-WHITE PLY-POLY CARB 47-4700K ARM BLK-BLACK LENS 50-5000K AEA6-ADJUST. SIL-SILVER GS-GLARE SHIELD 60-6000K EXTRUDED ARM BFL-BAFFLENISOR CUS-CUSTOM DIM-DIMMING .2.6' 9.76 16.54„ 23.39" UNDERGROUND STORAGE I PG of r STATE OFC,ONNECTICUT ��� EPHM-5 Rev5194 A DATE ENTERED 2. _ Department of Environmental Protection (l FOR STATE FACILITY NOTIFICATION UNDERGROUND STORAGE FACILITIES PROGRAuMlU ry 3' AGENCY USE ONLY Z Bureau of Waste Management 1 f1 ' B FEE BILLED C FEE RECEIVED D ❑ FIRST 79 ELM STREET, Hartford,CT 06106-5127 1u1 f NOV to NOTIFICATION NO i J , — - .�' TEL.(860)424-3374 - W CITE _' 4.. 4 . ` D.GRID COORDINATES E.DOES FACILITY MEET NEW REQUIREMENTS) OR \ ��` PLEASE TYPE OR PRINT.ALL THREE COPIES MUST BE LEGIBLE FJOUth Wird*Pr b (� SUBSEQUENT Of checked. 132-2328 � MENT X i ❑YES El NO n � L� NOTIFICATION enter o.) Refer to INSTRUCTIONS FOR FILING NOTIFICATION before comp� rmG DEPART LOCATION SITE! NO.AND STREET NEAREST INTERSECTING STREET CITY OR TOWN STATE 5.LATITUDE LONGITUDE 4. OF FACILITY TimothyEdwards School 100 Arnold W8 y Gray Road f-P N41 49 35r I W720 31 r 32 BUSINESS NAME AND NAr/ NO.AND STREET CITY OR TOWN STWt ZIP CODE TELEPHONE 6. MAILING ADDRESS ( ) m NO.AND STREET CITY OR TOWN STATE ZIP CODE TELEPHONE 0 7. FACILITY OWNER South Windsor Board of Education 1737 Main Street South Windsor CT 06074 ( ) _ --- � � f JU 8. TYPE OF OWNER ❑ PRIVATE ❑ STATE 1i MUNICIPAL ❑ FEDERAL(G.S.A. NO. ). n OPERATOR/CONTACT NAME NO.AND STREET CITY OR TOWN STATE ZIP CODE TELEPHONE 9. PERSON trick T mkard 1737 strakii Snuth W4ndanr CT AAA74 I _ 10. 11 a. 11b. 12a. 12b.STATUS 13 TYPE OF 14.CONTENTS 15.CONSTRUCTION 16.PROTECTION 17.INTEGRAL 18. 19.FAILUR CONTENTS MATERIALS a.INTERNAL b.EXTERNAL PIPING SYSTEM DETERMINATION ZF b. CONDUCTED? TANK I.D. DATE OF C TOTAL EST.QUANTITY DATE CHEMICAL NAME OF PRINCIPAL E z Z E z z DATE OF MONITORING z N ww I o rrtw 00 o coo o� INSTALLATION CAPACITY w z p LEFT STORED w TANK 0 o o SUBSTANCE a o o o w a rt 2 gm INSTALLATION SYSTEM (If"YES",enter'DATE" Mo./Yr. w cn O > o w �¢� w �a w z O0 La 00 w >m �� ( ) (Gals.) p g (1l an o LAST w w OR and attach results). w o z z a y) 0 (not trade name) w co O F a — ) _ (Gals.) d id w_ H ¢LL J U N 2 J 2� 0 Q =w 0 m a 0. a z w USED � _ (Enter C.A.S.No.,if known) 0 w z a O aJ 7 z a o O Cr <~O ~o nJ zQ pN REPLACEMENT (Specify type (If"NO enter"NO") _ a— I ¢ (Mo Nr.) o J 0 m ILL¢a n 0 n¢. 3 0¢a rn �� a (Mo./Yr.) from list 8) Example 5/75 130 5000 X X Heating fuel#2 X X H 3 H 5/75 U NO Example 7/60 — 8000 X 8/78 X bbh-T X X E 7 W 7/60 U — CA SS#79016 ethane 79 Al _8/88 30 10,000 % I X i2 Fuel Oil X X A,D 10 F 9/06 T Yes, 9/06 - I Z 0 0 W r� 20.HAVE YOU ATTACHED SKETCH OF TANKS AND LOCATION? YES 22.CERTIFICATION:I certify under penalty of law that I have personally examined 22a.SIGNATURE22b.DATE SIGNED and am familiar with the information submitted in this and all attached documents and that Z 21.COMMENTS: based on my inquiry of those individuals immediately responsible for obtaining the formation, X // / 0 17a. Non-metallic flexible piping. F— P p g• I believe that the submitted information is true,accurate and complete. 22c.NAME(Type or Print) 22d.OFFICIAL TITLE(of owner or authorized w 18. Veeder-Root TLS-300 with tank and piping sum sensor Penalties:any owner wpgknowingly fails to notify shall be subject to a civil peralty not to and overfill alarm, p P g P representative). (n exceed$10,000 for each tank for which notification is not given or for which false r,formation Director Of is submitted. Patrick T. Hankard Buildins Maintenance COPY 2: SEND TO LOCAL FIRE MARSHALL i SOUTH WINDSOR BOARD OF EDUCATION FACILITIES SERVICES DEPARTMENT E,:.;; 2 0 ..UL1 U 1737 MAIN STREET outh V"indsor SOUTH WINDSOR, CT 06074 BUILDING DEPARTMENT TO: Walter Summers, Fire Marshal FROM: Patrick T. Hankard, Director of Building Mainten ce SUBJECT: Certificate of Flame Resistance DATE: March 23, 2007 Please find enclosed a copy of the certificate of flame resistance for the new Cyclorama Curtain installed at Timothy Edwards Middle School. PTH:kd M410 CERTIFICATE OF FLAME RESISTANCE Rose Brand is in business in New York, New York,with headquarters in Secaucus, New Jersey and offices also in California. The IFR (Inherently Flame Retardant)fabric described below meets the minimum requirements of flame resistance established by the following tests: i • NFPA 701 (1989 ed.), small scale • NFPA 701 (2004 ed.),test method#1 • California Administrative Code Title 19, Paragraph 1237.1, small scale i Woven with non-combustible fibers, this fabric is Inherently and permanently flame l resistant for the life of the fabric. The flame resistance will NOT wash out. Rose Brand, however, recommends annual testing of the fabric using the NFPA 705 (1997 or later) Field Test Method for Textiles, as accumulations of airborne dust and oils may diminish i the flame resistance of the fabric. Cold water washing with gentle detergent followed by air drying will restore any lost flame retardance. i Due to the lightness of this fabric, however, its behavior in the NFPA 705 (1997 or later) i Field Test may lead the observer to conclude that the fabric is not flame resistant. As per the NFPA, lab test results demonstrate a truer measure of the flame resistance of the fabric than the field test. Purchaser's Name: Greenville Stage Equipment(PO#100255) Rose Brand Order#: 446620 Dated: 2/21/2007 ' Fabric used: 28 yards of 128"wide, 100%AvoraTm VISA®polyester, white Poly Muslin SCi= NIC Ii? C 038 Airline AYanaa UPortland,CT 084CO r Ro a Brand Textile Fabrlcd Customer Service Representative C y U(/I,✓ �- T, U wKIILIS fiI S 17 2'97 Ih ROSE BRAND Design Stud o 424 West 33rd Street,Suite 380,New Park,New York 10001 Corporate Headquarters 3 Warehouse 4 Emnon lane,Secaucus,New Jersey 07094 800.223.I624 West Coast Sales&Warehouse 10616 larark Street,Sun Valley,California 91352 800.360.5056 Represented in Toronto by Technically Yours,ky- resebrand.com 1 DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Applicat' TOWN OF SOUTH WINDSOR PERMIT# BUILDING DEPARTMENT I PROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 D e B g Inspector C! ///YIc�7�ly CUHJA�LD ,S �'//'OO�r aOp / Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 F;T�enantDesignation Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Apt.No. APPLICANT APPLICANT ADDRESS -- yS— 71e,,q-1 APPLICANT PHONE# - 2?6 99 D W N S F,q OWNER OWNER ADDRESS Oo. F, OWNER PHONE " X4,n - 7 7.x - 6.(tj/ C ESTIMATED COST$ Lf 7�C)p 0. .� IS THIS A CONTRACT COST? No FEE ENCLOSED$ TYPE OF JOB: R C�� New Ins lation Alteration/Addition/Repair tx— Revised4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ❑RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES$2 NO ❑BUSINESS CURRENT USE AND OCCUPANCY oo/ ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY 4 EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑STORAGE O 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 / Z12 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. c� D Z- / 7—/.2- - z)7 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE UNDERGROUND STORAGE PG. of STATE OF CONNECTICUT Department of Environmental Protection a FACILITY NOTIFICATION 2. �` UNDERGROUND STORAGE FACILITIES PROGRAM L----- HAZARDOUS MATERIALS MANAGEMENT UNIT O ® 165 Capitol Avenue,Hartford,CT 06106 FIRST P to. NOTIFICATION TEL, 556-4630 w OR SUBSEQUENT (If checked, SITE I.D N r PLEASE TYPE.ALL THREE COPIES MUST BE LEGIBLE! In ❑ NOTIFICATION for No.) Refer to INSTRUCTIONS FOR FILING NOTIFICATION before completing form. LOCATION SITE NAME NO.AND STREET NEAREST INTERSECTING STREET d. OF FACILITY Timothy Edwards School 100 Arnold Way Gray Road BUSINESS NAME AN Na NO.AND STREET 6. MAILING ADDRESS SO. Windsor Board of Education 1737 Main Street co I NAME NO,AND STREET z 7. FACILITY OWNER O u u1 8. TYPE OF OWNER ❑ PRIVATE ❑ STATE ® MUNICIPAL ❑ FEDERAL(G.S.A. No. N OPERATOR/CONTACI NAME NO.AND STREET 9. PERSON T. Hanka 10. 110. 1lb. 12a. 12 b. STATUS 13. TYPE OF 14. CONTENTS- 15.CONSTRUCTIG DATE CONTENTS MATERIALS TANK ID. DATE OF Z TOTAL o I EST.QUANTITY CHEMICAL NAME OF PRINCIPAL INSTALLATION o CAPACITY u TANK U e z v l LEFT STORED o O p 0 a LAST � SUBSTANCE x o (Gals.) w OC 0 (not trade name.) (Mo./Yr.) W` a l (if any). w cr p 0 0 x X 0 a z I (Gals. 00 USED a.o_ f (Enter C.A.S. No.rlf known) „ w Z t c u— z Q ) (MO./Yr.) —a�a OY X I p� U� w Example 5/75 30 5000 '` X Heating fuel #2 X p 7/60 8000 X 8/78 X 1/I�lr.TrichCASI#79011h6 ne XExam le 1 1968 so 10 000 #4 Fuel Oil u z O u w 20. HAVE YOU ATTACHED SKETCH OF TANKS AND LOCATION? ® YES 22.CERTIFICATION: I certify under penalty of law that I hove p 0 examined and am familiar with the information submitted in this and z 21. COMMENTS: documents and that based on my inquiry of those individuals immedia CO for obtaining the information,I believe that the submitted information accurate and complete.Penalfies:any owner who knowingly fails to i subject to o civil penalty not to exceed$10,000 for each tank for whicl t . is not given or for which false information is submitted. COPY 2 . SEND TO LOCAL FIRE MARSHAL UNDRGROU STORAGE PG. of STATE OF CONNECTICUT Department of Environmental Protection EPHM•6 NEW 10/85 FACILITY-'NOTIFICATION 2' UNDERGROUND STORAGE FACILITIES PROGRAM A SITE LD. Q 3. FOR STATE HAZARDOUS MATERIALS MANAGEMENT UNIT Z _ 165 Capitol Avenue,Hartford,CT 06106 AGENCY USE ONLY O FIRST - B.DATE RCVD BY D.E.P C.DATE ENTERED H ta.❑NOTIFICATION TEL.556-4630 V SITE LD. 'y yey LU V) OR PLEASE TYPE.ALL THREE COPIES MUST BE LEGIBLE! D.GRID COORDINATES JE DOES FACILITY MEET NEW REQUIREMENTS? ` SUBSEQUENT (If checked, p b. NOTIFICATION enter No.) Refer to INSTRUCTIONS FOR FILING NOTIFICATION before completing form. X Y ❑YES ❑NO r LOCATION NO.AND STREET NEAREST INTERSECTING STREET CITY OR TOWN STATE 5-LATITUDE �� r LONGITUDE 4. OF FACILITY TIMOTHY EDWARDS SCHOOL 00 ARNOLD WAY GRAY ROAD ' SOUTH WINDSOR CT 41 49 35 172 31 3_2 BUSINESS NAME AND NO.AND STREET CITY OR TOWN STATE ZIP CODE TELEPHONE 6. MAILING ADDRESS SOUTH WINDSOR BOARD OF EDUCATION L737 MAIN STREET SOUTH WINDSOR CT 06074 (203)528-9711 co NAME NO.AND STREET CITY OR TOWN STATE ZIP CODE TELEPHONE z 7. FACILITY OWNER ( ) — — • V w 8. TYPE OF OWNER ❑ PRIVATE ❑ STATE MUNICIPAL ❑ FEDERAL(G.S.A.No. OPERATOR/CONTAC NAME NO.AND STREET �OUTR ITY OR TOWN STATE ZIP CODE TELEPHONE 9. PERSON PATRICK T. HANKARD 1737 MAIN STREET WINDSOR ICTI 06074 03 528-9 11 10. l la. Ilb. 12o. 12 b. STATUS 13. TYPE OF 14. CONTENTS- 15.CONSTRUCTION 16.PROTECTION 17 INTEGRAL > DATE CONTENTS MATERIALS N RNAL b.EXTERNAL PIPING SYSTEM 18. 19. FAILURE DATE OF Z_ TOTAL 0 1 EST.QUANTITY - CHEMICAL NAME OF PRINCIPAL o. b. DATE OF MONITORING DETERMINATION SANK ID. INSTALLATION u m CAPACITY Z U I LEFT STORED p TANK SUBSTANCE n� Q U O �� V Z z z _ INSTALLATION ( ) w O p Q a u u M i7 p w O >m 9 0 SYSTEM CONDUCTED. (Mo./Yr.) 0-c Gals. O a_ > LAST z 0 v (not Trade name.) w �. w o — d OR u7 Zo y). wrz _ �= w �w �a _.4= �i� t w I (if an O O O:J v (if"YES",enter DATE" O USED a s � (Enter C.A.S. No. If known) w i s ~ a E 0 a a E a - REPLACEMENT I (Galt.) J w r w m-a O�a Q O O O`s o z O (Specify type and attach results). Z m- w (Mo./Yr.) =Q �- LL nc Z U V 3 a� - O a _ Mo. Yr.) from list 8 'If"NO",enter"NO" a I O U w o U a ( / 1 X X Heating fuel #2 X X H 5 5/75 NO Example 5/75 30 5000 CAS y p X 1'fT lr. I#79016 ne /� X L 7 7/6 0 u Example 7/60 8000 X 8/78 A-1 8/88 30 10,000 % % 82 FUEL OIL R % H 8G 8/88 V z O V w to 20. HAVE YOU ATTACHED SKETCH OF TANKS AND LOCATION? ❑ YES 22.CERTIFICATION: I certify under penalty of law that I have personally a.SIGNATURE 22b. DATE SIGNED examined and am familiar with the information submitted in this and all attached - Z 21. COMMENTS: documents and that based on my inquiry of those individuals immediately responsible O for obtaining the information,I believe that the submitted information is true, F- accurate and complete.Penalties:any owner who knowingly fails to notify shall be 22d OFFICIAL TITLE(of owner or authorized wsubject to a civil penalty not to exceed$10,000 for each tank for which notification 22c.NAME(Type or Pr DIRECTOR Olipresentative). N is net given or for which false information it submitte . PATRICK T e HANKARD OUILDING MAINTENANCE COPY 2 . SEND TO LOCAL FIRE MARSHAL UNDERGROUND STORAGE PG. of STATE OF CONNECTICUT Department of Environmental Protection Q FACILITY NOTIFICATION 2. UNDERGROUND STORAGE FACILITIES PROGRAM HAZARDOUS MATERIALS MANAGEMENT UNIT Z 165 Capitol Avenue,Hartford,CT 06106 O FIRST la.®NOTIFICATION TEL.556-4630 SITE I.D. n OR PLEASE TYPE.ALL THREE COPIES MUST BE LEGIBLE! b. ❑ SUBSEQUENT (If checked,NOTIFICATION enter No.) Refer to INSTRUCTIONS FOR FILING NOTIFICATION before completing form. LOCATION NAME NO.AND STREET NEAREST INTERSECTING S1 4. OF FACILITY Timothy Edwards School 100 Arnold Way Gray Road BUSINESS NAME AND NO.AND STREET 6. MAILING ADDRESS South Windsor Board of Education 1737 Main Street m NAME NO.AND STREET Z 7. FACILITY OWNER O U Nw 8. TYPE OF OWNER ❑ PRIVATE ❑ STATE ® MUNICIPAL ❑ FEDERAL(G.S.A.No._ OPERATOR/CONTACI NAME NO AND STREET 9. PERSON Patrick T. Hankard 11737 Main Street 10. 110. 11b. 12a. 12 b. STATUS 13. TYPE OF 14. CONTENTS- 15.CONSTRUC TOTAL DATE CONTENTS MATERI TANK ID. DATE OF i p I EST. QUANTITY CHEMICAL NAME OF PRINCIPAL INSTALLATION s'v a o CAPACITY u' TANK U Z V I LEFT STORED o p o SUBSTANCE / ) ) O¢ - LAST M O v (not trade name.) a (Mo. Yr. w o (Gals. Z i l (if any). O w� p oO a USED a a f— (Enter C.A.S. No. If known) W Z Z) m? 1 (Guts.) w �f 2 0 r Lu m_a Z co (Mo./Yr.) w —u X I p U� N p 5/75 30 5000 X X Heating fuel#2 X Example Example 7/60 - 8000 X 8/78 X 1,Ijoeth It'Trichlor016 e CAS N79016 X A 1 1968 13 10,000 % 8 i4 Fuel Oil % U Z J 1.1 20. HAVE YOU ATTACHED SKETCH OF TANKS AND LOCATION? YES 22.CERTIFICATION: I certify under penalty of law that I ho examined and am familiar with the information submitted in this s 21. COMMENTS: This tank is budgeted to be replaced in documents and that based on my inquiry of those individuals imm for obtaining the information,I believe that the submitted informc August, 1988 accurate and complete.Penalties:any owner who knowingly fails subject to a civil penalty not to exceed$10,000 for each tank for s is not given or for which false information is submitted. n COPY 2 . SEND TO LOCAL FIRE MARSHAL Electric# 4 q FS APPLICATION FOR BUILDING PERMIT Plumbing# l'.5 10 0 ARNOLD WAY --- WAC # Dare: 6 Z Sprinkler# No. 24426 FINAL APPROVALS Estimated Cost $ ;21 `lam,ad v Building COMPLETE RED BOXED AREAS Permit Fee E wh•�+�c� Engineering �6 TYPE OR PRNT ONLY Occupancy Fee $ Affidavit SIGN ON REVERSE SIDE Appr.for CO. Total Fee $ TO BLALDING DEPARTMENT,TOWN OF SOUTH WIJDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following specifications: Job location 100 AgAiQid WAV Lot No. Side of Street Zone Applicant O�G T,,,r Tel#6K) g89- 6 Address I a C y4// $r�e.E ET �[�K2 ,J CT Zip CYi-7TJ Lic.# Owner So L,n} to i ruck rz.�u1j�s11 L SdroalSAddress 17 37 I k l A/N sT Snu:� CtJ� C i O(07 Architect 11-a. S'LI ALm Q j/4Ac -ngAddress 9kO CT' C6013 Sq.Ft.New Area: 1st FL 2nd FL 3rd Fl. Total New Area #Rooms #Lavatories #Bathrooms �7 #Garages _ Purpose of this permit: 517�wa/LY Z lt%N _ flnaCA-"0N of t'ozrilalst LLI!sL�ns AT �rn��LU Ul Lc.:4lLf1� f"//�DDf*D .�yYt7� City Water ❑ YVell ❑ Septic System 0 Sewer 0 Ins. H.O. S.P. Cert. V Area Basement Garage_ Approved by y — Date Use Group G Construction Type 5L3 Rev6*d 1197 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its S allowed. y,SignP�Y�� I hereby apply for a Certificate of Occupwicy for the wort b¢tl'hrth lication for the permit. >! Signe�%� -.-��. DO NOT WRITE BELOW THIS LIN INSPECTION COMMENTS APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCYGrf�L ❑ASSEMBLY ❑MERCANTILE AEDUCATIONAL FUTURE USE AND OCCUPANCY �Ar'tfS� LL ❑INSTITUTIONAL 9*$ &A/&I ❑FACTORY ENGINEER'S NAME gow of f{/PSjr:�Z, /.97- PHONE &6 ❑ STORAGE ❑GARAGE ADDRESS /4& IIi0x? AW ,thy , ❑MIXED USE (Other please specify) CITY STATE C ZIP �(00 TYPE OF INSTALLATION o C 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 DESCRIPTION OF WORK /z�c-flG� /!c'OOUL7 P� ASS O G K/� /S7iv • (//VO�(.4,2.�cJNC�THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND 1977— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. aag9°y9 P� 9 . CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT DATE Co-g—d 6 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: 7 BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed ! FEE SCHEDULE Location of Job: F `I21VDtp &/-a $0-$1,000=$15.00 Street Lot No. Over$1,000= p Gl �$G( i2O.5 o"Ca� �C $15.00 per$1,000 or any fraction thereof nation Apt.No. t, APPLICANT SS D APPLICANT PHONE# �Q 03 " 7 j 1^ 7,5 O W N S f,q OWNER 719,WAI D` A-111VP Q,02 PuBL�G �s OWNER ADDRESS 0,9&V O OWNER PHONE C ESTIMATED COST$ ' IS THIS A CONTRACT COST? Yes ✓No FEE ENCLOSED$ iUzR r� TYPE OF JOB: !)SCR R. Cps _New Installation v'0 Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑RESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY ❑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 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LICENSE NO. E STATE SIGNATURE OF APPLICANT DATE OC ti DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR FERMI%T�# Application is he BUILDING DEPARTMENT (APPROVE 1540 SULLIVAN AVENUE 644-2511 ext. 230 o Bldg.Permit# Date u ng Inspector Application must be printed or typed FEE SCHEDULE Location of Job: F ti�0 G\1 $0-$1,000=$15.00 Stre t Lot No. Over$1,000= $15.00 per$1,000 on�.Sor any fraction thereof nation Apt.No. APPLICANT APPLICANT ADDRESS '7 1 c� Kn ► h D.� y Kd V S APPLICANT PHONE# O W N S f,q OWNER OWNER ADDRESS a U) e, OWNER PHONE O C ESTIMATED COST$ U .� IS THIS A CONTRACT COST? _Yes _No �G f FEE ENCLOSED$ TYPE OF JOB: �Is R•C o New Installation _Alteration/Addition/Repair I a k�s APPLICATION FOR HVAC 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: I q O0 S Lt d APPROVED: BLDG.PERMIT NUMBER P•1 U DATE INSPECTOR LOCATION OF WORK: 0� i4r e''o'"` Cj a APPLICANT: OWNER: TYPE OF STRUCTURE: ❑NEW BUILDING NAME: rk/41,e C4 a A ;C G` L C C-. NAME: 1"I�`� l S, �•�J• +� 0 G ❑ADDITION PHONE NUMBER 86 U-S-33 -Z32 D PHONE NUMBER f4STING BUILDING ADDRESS: 266, sod. ADDRESS: ,q,*►t cl t4-.�(�"� (:,� o6U l( o TYPE OF USE: � ❑RESIDENTIAL o COMMERCIAL HVAC INFORMATION: / FURTHER DESCRIPTIONN OF WORK TYPE OF SYSTEM: �ATING ❑AIC •�''7 `/ C+t y. T I HEATING: / /'�C TOTAL HEAT LOSS(BTU 'F (HEAT LOSS SHEET REQUIRED) IN /$ i wfi(f Ic G K�QE `(iA/ ,t�� ;CQ f.1� t�" DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.): C �, u6 I n QA.3& ESTIMATED COSTS 244F 060 C. AIR CONDITIONING: DESIGN TEMP:OUTSIDE °F INSIDE °F DIFFERENCE F' FEE ENCLOSED:S �O gas 3 TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET REQUIRED) C u- DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): FEE SCHEDULE:$18 PER$1,000 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 CONNEC 1CUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK R CONTRACTORS LICENSE NO.: Q Y 0 76 ^-2'S I T wYPE: 1 STATE: `- 1 SIGNATURE OF APPLICANT: DATE: aot9ol9oL) 5/21/2021 '161M Town of South Windsor Building Department h v k'AOSOR-CO~r Electrical Permit ELEC-21-186 APPLICANT NAME: Darrell Crowley EMAIL ADDRESS: dcrowley@swindsor.kl2.ct.us ADDRESS: 1737 Main Street South Windsor, CT 06074 LOCATION ADDRESS: 100 ARNOLD WAY South Windsor CT 6074 OWNER: SOUTH WINDSOR TOWN OF 02 100 ARNOLD WAY SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: Electric for 4 temporary classrooms 4- - 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— it 1/1 6/15/2021 r ` Town of South Windsor Building Department os-Coa2� Building Permit: BLDP-21-278 APPLICANT NAME: Darrell Crowley EMAIL ADDRESS:dcrowley@swindsor.kl2.ct.us ADDRESS: 1737 Main Street South Windsor, CT 06074 LOCATION ADDRESS: 100 ARNOLD WAY South Windsor CT6074 OWNER: SOUTH WINDSOR TOWN OF 02 100 ARNOLD WAY SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: construct 4 temporary classrooms-Timothy Edwards Middle School May 3, 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 .1, tyco SimplexGrinnell LP ro, Connecticut District Office SEQ . 80 lark Drive, Unit 5D, East Berlin, CT 06021 e: -451-6124 Fax: (860) 438-3259 Lic:# F-140280 REPORT OF INSPECTION Water Based Fire Protection Systems Name of property being inspected T fYk' ),ot g P�Aj" M,,1 A t e S.ti=1. Call Address of property being inspected—A('10 he w_A l-t a u City CZCAk*h W.6. jry�`4= J State _ ZZ Zip(:)C__0:2!A Name of person conferred-with Tel. # Inspection Contract# M55(,ao49 Inspector�R fzno�=c Date of Inspection 9=5 Date of last inspection �� 1-[7C�t Inspected by C_E�_Obnc Supervisory alarm co. 500�� r,I Tel.# Code This report contains information resulting from a visual inspection of the following types of Water Based Fire Protectlon System. The corresponding forms marked X below are part of this report. Report A: Report C: Electric Diesel Fire Pumping System Report D: Standpipe&Hose System Report B: Pro—Action/Deluge Report E: Foam Water System The scheduled inspection is to be conducted in accordance with the provisions set forth in NFPA #25. This inspection is conducted: a' 'Or ICr-L as requested by owner or occupant. There are additional scheduled inspections and maintenance that are set forth by NFPA #23 that must be conducted for the continuous reliability of the fire protection in this property.These inspections and maintenance should be performed by properly trained professionals using proper equipment+and proper logs should be kept. None of the information on these forms is intended to constitute an express or implied warranty by the inspecting contractor,the inspector,or the inspecting company.The inspecting company does not assume any liability of any kind in c*nnection with this form or its use by any person. OWNER'S SECTION (To be answered by owner or occupant) A. Explain any occupancy and/or hazard changes since the previous inspection. B. Describe fire protection modifications made since last inspection. C. Describe any fires since last inspection. D. When was the system piping last checked for stoppage,corrosion,or foreign materials? E. When was the dry-pipe system last checked for proper pitch? F. Are dry valves adequately protected from freezing? G. Were all low points cleared and/or drained before the winter months? Owner's Representative Signature..„%.�:�,-� f—_ __ =� _.Title Date Report A Inspection Report For Wet, Dry,Standpipe, Deluge, Pre-Action Systems YES NO NIA YES NO NIA SPRINKLER VALVE ROOM(S): A21. Are fire pumps being churn tested A 1. Was system found in service upon arrival? id O O weekly&flow tested annually? ❑ O (( A2. Hydraulic nameplate. if provided, securely A2 ,/ ❑ ❑ Z• Was accelerator found in service and left attached to riser and legible? ❑ in service? A3. Are all sprinkler system control valves and D O all other sprinkler valves that are accessible �• Was low air pressure alarm operational?. O ❑ (� to the inspector in the appropriate open AZ4. Did all deluge or preaction valves operate / or closed position? �0 O O O properly during test. O O to A4. Trim piping leak tight? A25. Was sample testing•of heat-responsive AS. Trim valves in appropriate position and no devices satisfactory: O O O leakage from valve seat? �D O A26. Did all supervisory devices operate during -/ A6. Backflow assembly in place and relief testing? O O i7' port on reduced pressure backflow A27• Date deluge or preaction valves tested: prevention assemblies not continuously / discharging? d O O INSIDE PROPERTY: A7. Was S-year test performed on alarm& 81. Are all visible sprinklers free of corrosion, pre-action valves? O Ej O obstructions to spray patterns, foreign material , A8. Adequate heat available to areas where wet including paint.and physical damage? ❑ O sprinkler piping is located?(must be done B2. Are all sprinklers dated 1920 or later? Are before cold weather) ! p O fast response sprinklers in service for less A9. Sprinkler head cabinet In place with proper than 20 years or standard sprinklers in number and type of spare sprinklers and service for less than SO years? ❑ O wrench available? W/❑ O B3. Is all visible piping in good condition. free A10. Is alarm panel clear and ready for of mechanical damage and not leaking. free operation? 0/❑ O of external corrosion and properly aligned Al 1. Did water motor gong and/or electric with no external loads and appear to be / alarm test satisfactorily? ®r O O properly pitched? Qd O O Al2. Did supervisory alarm, flow & tamper / B4. Are visible pipe hangers and seismic braces switches test satisfactorily? to O ❑ not damaged or loose? O ❑ A13. All required identifying signs in place BS. Have all anti-freeze solutions been tested and readable? O ❑ and were test results satisfactory? O ❑ 0 A 14. Did main drain and inspectors test flow B6. Were interior hose and hose racks in proper freely? 2 O O condition? O O ❑'fir AIS. Are fire department connection in satisfactory B7. Are hose cabinets easily opened and free condition.caps in place.couplings free. /' of damaged parts and/or corrosion? O O Lei' check valves tight and are they accessible? O O B8. Were all protective caps and hose valve A16. Are water/air gauges being calibrated every handles in place? O O S years? ❑ O ❑ N.F.P.A.#25 requires that each dry valve be trip tested with the C. Results of Current and Last Main Drain Test(if available) y control valve partially open each year and trip tested with the System #Io- Drain Size control valve fully open each third (3)year. If a trip test was Last Date: Static: Residual done as part of this inspection, a "dry pipe valve trip test Current Date: >+s Static: Residual report"must accompany this inspection report. , System #2 -�• + '• + �''!'` Drain Size - A17. Was a trip test done on the dry system(s) _/ Last Date: Static: `-+� Residual during this inspection? O O fd Current Date: , Static: _ ? Residual Date dry valve(s)last trip toted: with control valve fully open: System #3 Drain Size with control valve partially open: Last Date: Static: Residual A18. Are trip teat results comparable to Current Date: Static: Residual previous tests? O O 20 A19. Was air compressor found operational? O O W , System#4 Drain Size A20. Are priming water levels normal & do Last Date: Static: Residual drains flow freely? O O Current Date: Static: Residual Explain any"NO"answers and comments. Although these comments are not the result of ar c gineerinkreview.the following improvements are recommended: Five WX jr%ktina% , -% U oiV1 5 r M , l e G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since I966 I PLUMBING•HVAC•SPRINKLERS (860)289-6896 - (860)282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 TEST REPORT JOB N O: 1Z4C( DATE: 1 Z 12-4-- i-� JOB NAME: 9-7 1AA S LOCATION: c:::;I 1A) v Ll S Q b DESCRIPTION OF SYSTEM TESTED: S 0 Pt\I r'_ o L_ N - -P To G o L- 4 -EA ST iu Co i_ Q TEST REQUIREMENTS : FV i-u 1'1 L o AGENCY NAM S NATURE WITNESSED BY: 5 NOTES/REMARKS f G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 ' PLUMBING•HVAC•SPRINKLERS (860)289-6896 0 (860)282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 Z' TEST REPORT JOB No: I2A 01 DATE: JOB NAME: "T r=7M S LOCATION: Is. NINDSO0— DESCRIPTION OF SYSTEM TESTED, GO L --;� To co L GoL Q To GoL- $ - TEST REQUIREMENTS : FULL- 0 L0 10/ NOD AGENCY S TURE WITNESSED BY: Ago NOTES/REMARKS : G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since 19664 I PLUMBING•HVAC•SPRINKLERS (860)289-6896 • (860)282-1675 FAX 350 CHAPEL ROAD 0 SOUTH WINDSOR, CT 06074 3 TEST REPORT JOB N 0: 12-49 DATE: I( i 9 JOB NAME: 'f'PT\.,"Z, LOCATION: 5. iV ti\1 0 ,l> 0 eL s DESCRIPTION OF SYSTEM -TESTED: 20 (,ot, K—, o4 — GvL P, ' L} TEST REQUIREMENTS : TO LL 4 Zd AV ` AGENCY NAME � SIG/NATURE WITNESSED BY: l . NOTES/REMARKS : G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 I PLUMBING•HVAC•SPRINKLERS (860)289-6896 0 (860)282-1675 FAX 350 CHAPEL ROAD 0 SOUTH WINDSOR, CT 06074 ` 4 TEST REPORT : ' JOB 110: ILZ4 Cl DATE: JOB NAME: LOCATION: fS. W DESCRIPTION OF SYSTEM TESTED: �VD _ICs� c� IU�'y, pI Go L Z „ Go L - TEST REQUIREMENTS : FVU— AGENCY NAME S N TUBE WITNESSED BY: d NOTES/REMARKS : i G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 PLUMBING•HVAC•SPRINKLERS I , G • (860)289-6896 (860)282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 TEST REPORT. JOB N0: Z49 DATE: JOB NAME: Te&A LOCATION'. - 0 s' 6 L DESCRIPTION OF SYSTEM TESTED:_ UN1���i� -aUt�l S cLj H Cv L TEST REQUIREMENTS : FULL ff Z,p f o' 140 AGENCY NAME SIGNATURE WITNESSED BYE 2 NOTES/REMARKS G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 I PLUMBING•HVAC•SPRINKLERS (860)289-6896 • (860)282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 TEST REPORT JOB NO: I Z0 DATE: � ' Ica JOB NAME:-rem S LOCATION: S ,ICU I r 1 a S 0 DESCRIPTION OF SYSTEM TESTED: e-0 1- -p- TEST REQUIREMENTS : FVU, Ito P D AGENCY NAME SIGNATURE , WITNESSED BY: v NOTES/REMARKS G&R 'VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 I PLUMBING-HVAC-SPRINKLERS `�� (860)289-6896 - (860)282-1675 FAX 350 CHAPEL ROAD - SOUTH WINDSOR, CT 06074 7 TEST REPORT JOB NO: 124°I DATE: I 'u-9 u JOB NAME: 'T4EDM S LOCATION: S Ak)I KSD'%012- CE DESCRIPTION OF SYSTEM TESTED: U�� '��V A 'CC>A N� t �'' 2y cou r • tc 4=S CCU 1 — '1 TEST REQUIREMENTS :. F V L,L AGENCY NA S TURE WITNESSED BY:� NOTES/REMARKS : G&R VALLEY, INC. ' MECHANICAL CONTRACTORS-LIC#1021 Since 1966 I PLUMBING•HVAC•SPRINKLERS G (860)289-6896 (860)282-1675 FAX b 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 v TEST REPORT JOB NO: I Z4 9 DATE:.I CZ �- ci JOB NAME: T1=-'M S LOCATION-. S. VU i M D t dYZ- DESCRIPTION OF SYSTEM TESTED: cv L — L�2 cow TEST REQUIREMENTS 1 o' H12 AGENCY NAME S TURE L WITNESSED BY. i NOTES/REMARKS : G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since 19664 PLUMBING•HVAC•SPRINKLERS (860)289-6896 • (860)282-1675 FAX o 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 O l TEST REPORT 1 JOB No: I L 4 9 DATE JOB NAME: TEm S l LOCATION: S' W i N D 9 bvt- i DESCRIPTION OF SYSTEM TESTED: Ll2 Co 2 — �- TEST REQUIREMBNTS : �-o LL 161 HV AGENCY BANE S TURE l WITNESSED BY. wimm"p— NOTES/REMARKS : t L 1 G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 I PLUMBING•HVAC•SPRINKLERS (860)289-6896 • (860)282-1675 FAX 350 CHAPEL ROAD SOUTH WINDSOR, CT 06074 TEST REPORT JOB NO: 1 Z.4 q DATE JOB NAME: `r E-l" S LOCATI ON: ^S' o I DESCRIPTION OF SYSTEM TESTED: �- KJ - ' 4- -7 TEST REQUIREMENTS : Pu�L tI ZU 10 F1 D . AGENCY NAME S T WITNESSED BY: o I E — I i I NOTES/REMARKS : G&R VALLEY, INC. MECHANICAL CONTRACTORS-UC#1021 Since 1966 I PLUMBING•HVAC•SPRINKLERS (860)289-6896 • (860)282-1675 FAX � b 350 CHAPEL ROAD SOUTH WINDSOR, CT 06074 TEST REPORT JOB NO: 4-- DATE: JOB NAME: LOCATION DESCRIPTION OF SYSTEM TESTED; l� ►���Z�121�1► 1� �ETA�--Y S 1 c (611 tpt Ptl-Uv- TEST REQUIREMENTS : Po 1 l— H-4-0 to i AGENCY NAME SIGNATURE WITNESSED BY:''� r, S. ►f1 c _ , r t c n j A NOTES/REMARKS : G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 I PLUMBING•HVAC-SPRINnERS (860)289-6896 • (860)282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 TEST REPORT JOB NO: I 1 DATE: JOB NAME: I LOCATION-- IKV�so V DESCRIPTION OF SYSTEM TESTED: p 5� b\w M .� 6 Gu L N S c-- i TEST REQUIREMENTS : Pi LL Ib kGENCY SI96T= WITNESSED BY:� . sJr�i• .rrrr f NOTES/REMARKS G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1011 Since 1966 I PLUMBING•HVAC•SPRINKLERS (860)289-6896 • (860)282-1675 FAX i Z 350 CHAPEL ROAD SOUTH WINDSOR, CT 06074 TEST REPORT JOB NO: 124-I DATE: . / 1 JOB NAME: TEM LOCATION { DESCRIPTION OF SYSTEM TESTED: UI�1© VV�'P. VND PI�I1`1 �r- ' CO - COL ti s TEST REQUIREMENTS : FULL a -6 l i t I GA ENCY NAME SIG URE WITNESSED BY: �---- NOTES/REMARKS : - G&R VALLEY,INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 PLUMBING•HVAC•SPRINKLERS j I (860)289-6896 • (860)282-1675 FAX l • 350 CHAPEL ROAD SOUTH WINDSOR, CT 06074 i TEST REPORT JOB NO: -4 ( DATE: L ��Z) JOB NAME: rn � o L LOCATION: I I DESCRIPTION OF SYSTEM TESTED: O ND IVD Sb&T-M-Y pPkq NA6L T>I PI 4- Co L --7 - 8 ' TEST REQUIREMENTS : FVLL r6 i GA ENCY n N S ATURE WITNESSED BY: !LO- XS b rA" i NOTES/REMARKS- G&R VALLEY, INC. F MECHANICAL CONTRACTORS-LIC#1021 Since 1966 I PLUMBING•HVAC•SPRINKLERS (860)289-6896 • (860)282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 TEST REPORT JOB No: IZ 49 DATE 221 � JOB NAME: T42M S LOCATION: S . V\J l tS'D SOYL_ s DESCRIPTION OF SYSTEM TESTED: U Nn�YZlT2DVN!7 Si0 ( P1 Pt {v Cr- -rz- Y LL 7 tf� fpi 7 TEST REQUIREPWTS : F O p i 1 i AGENCY NAM SIANATURE WITNESSED BY:�leu� NOTES/REMARKS : G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Sine 1966 I PLUMBING•HVAC•SPRINKLERS i (860)289-6896 - (860)282-1675 FAX i 350 CHAPEL ROAD - SOUTH WINDSOR, CT 06074 s TEST REPORT JOB NO: I241 DATE:2-• JOB NAME: TOM S LOCATION-. c 3. IA)I N DS D DESCRIPTION OF SYSTEM TESTED: U DOZ&(Lp 0 k)D PI P i 0 6— COL- g. q - 10 CoL 2 - � TEST REQUIREMENTS : FOUL H-Lo (O P 0 � �� NAME S ATURE WITNESSED BY:�� ► � NOTES/REMARKS : `7 ' G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 ` Sint 1966 I PLUMBING•HVAC•SPRINKLERS 1 G (860)289-6896 • (860)282-1675 FAX 350 CHAPEL ROAD SOUTH WINDSOR, CT 06074 �O 1 TEST REPORT ± JOB NO: DATE: JOB NAME:TEY W S j LOCATION: DESCRIPTION OF SYSTEM TESTED: V N EYL&V-.o0f-� GI D WA% 5' V i 1 TEST REQUIREMCsNTS : � FULL- M Zo 1 d 1 AGENG NAMEvatE WITNESSED BY: Jd ,__ NOTES/REMARKS : G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 PLUMBING•HVAC•SPRINKLERS I . 1 `�G (860)289-6896 • (860)282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 1-7 TEST REPORT E JOB NO: 1?_49 DATE: JOB NAME: -TllY►S LOCATION: Si W IQD'S0IL GT DESCRIPTION OF SYSTEM TESTED: JNDea-&"ft PI P(nI(,— A t-.-&A V- Q f:x - 2 12 6 TEST REQUIREIms'PiTS : FULI, t{'Zo 4 f AGENCY NAME SIGNATURE WITNESSED BY: NOTES/REMARKS : j •"` G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 I PLUMBING•HVAC•SPRINKLERS (860)289-6896 - (860)282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 1� TEST REPORT )B N 0: �? L�� DATE: )B NAME: TS M S )CATION: S� W IIJ(�S01Z �T i i 3SCRIPTION OF SYSTEM TESTED:_ �ND -�� Pl V'tJl. AW jrMy- Q Ex - 2 1.2 g f 1 ,ST REQUIREM NTS : FULL i+2-o � f N �� �SIGNATURE TNESSED BY: S :✓ :� s-> c- i rES/REMARKS : • F ,1 i s i - G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 I PLUMBING•HVAC-SPRINI(LERS `�� (860)289-6896 - (860)282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 18 TEST REPORT JOB NO: 12.9Jq DATE: 3' 16 JOB NAME: S I LOCATION: •WL N DSOIZ- i DESCRIPTION OF SYSTEM TESTED: j PIPtW6- t t TEST REQUIREMENTS : R IL J+Zo , S WITNESSED BY. I z NOTES/REMARKS ORLON FITTINGS, INC. 613 N.5th Street P.O.Box 17-1530 • Kansas City,KS 66117 ' 913-342-1653 FAX:800-777-1653 3 ACID WASTE & NEUTRALIZING TANK SUBMITTAL Project: Timothy Edwards Middle School South Windsor, CT Engineer: Quinlan, Giannoni&Livingston Contractor: G & R Valley Acid Waste and Vent for above & below ground usage. Orion RIONTITE blueline polypropylene drainage system. Acid Waste and Vent accessories. Orion Finish Floor Cleanouts Acid Neutralization Tanks I Orion STYLE 5, 55 gallon neutalization tank with bolted cover. ' With 3" inlet and outlet and 2" vent. i i SUBMITTAL INFORMATION ACID WASTE & VENT FOR ABOVE OR BELOW GROUND USAGE ORLONRIONTITE BLUELINE POLYPROPYLENE I Pipe: Orion Blueline Pipe(fire retardant) 3 Pipe shall be manufactured to schedule 40 P.E. iron pipe dimensions, of pipe grade fire retardant 4 polypropylene, to be supplied in 10 ft. lengths. Pipe to be.cylindrical and straight and meet tolerances as published in accordance with ASTM D2447-74. Pipe shall be factory grooved for mechanical joining. Material shall conform to ASTM D4101. t Fittings: Orion Blueline Riontite Fittings (fire retardant) Fittings shall be manufactured to meet or exceed schedule 40 P.E. pipe dimensions and made of fire retardant polypropylene. Each fitting will be factory grooved for mechanical joining. Fittings shall conform to tolerances in ASTM D3311. Material to meet ASTM D4101. t Joining: Pipe&Fittings shall be joined by the use of Riontite mechanical joint coupling having a corrosion resistance equal to the pipe&fittings. Each Riontite coupling will be of 300 series stainless steel outer band with 5116" bolts, nuts&washers. 1 System: Installation and testing shall be in accordance with contract drawings, the manufacturer's recommendations and the local plumbing codes. ORION FITTINGS, INC. 613 N.5th Street P. O.Box 17-1580 Kansas City,KS 66117 913-342-1653 FAX: 800-777-1653 e3T SUBMITTAL • INFORMATION ACID NEUTRALIZATION TANKS ORION STYLE 5 POLYETHYLENE TANKS Product Description Orion Neutralizing and Dilution are rotationally molded from virgin High Density Polyethylene conforming to ASTM D1248 for Polyolefin materials. Tanks can be used for service of 180 degree Fahrenheit in continuous service, or intermittent use of 212 degree Fahrenheit. Tops are bolted, fittings for inlet, outlet and vent connections are made of polyethylene and welded into the penetrations provided in the tanks. Size Tanks shall be Orion Style 5, with 55 gallon capacity having 3" FIP inlet and outlet connections and a 2"FIP vent connection. Tank shall be 22 1/2 inches in diameter(I.D.)and 33 1/2 inches in overall height. Tank must be installed in accordance with manufacturer's recommendations. See attached tank data sheet for more dimensional information. Limestone Usage Limestone chips are used in numerous applications to help neutralize chemical bearing wastes (e.g. acid wastes). After years of successful neutralization, many states and local environmental codes call for the addition of limestone chips into acid neutralization basins, tanks or sumps. Water is added to initiate the dilution process. In the case of the 55 gallon tank we recommend the tank be filled with 500 lbs of limestone chips. Orion recommends the limestone chips be one to three inches in diameter size range and have a calcium carbonate content in excess of 90%. Maintenance of Tanks Proper maintenance of neutralization tanks is essential for proper neutralization of wastes in the system. Tanks must be cleaned out periodically of all sludge, foreign matter, and checked for proper amount of limestone. A regular program of one to three months should be observed, but more or less frequent inspections may be necessary, depending on usage. OMON FITT GS9 INC. 613 N.Sth Street P.O.Box 17-1530 Kansas City,KS 66117 913-342-1653 FAX:800-777-1653 Z W W G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 { Since 1966 I PLUMBING•HVAC•SPRINKLERS (860)289-6896 • (860)282-1675 FAX 350 CHAPEL ROAD SOUTH WINDSOR, CT 06074 i i TEST REPORT JOB NO: DATE: i JOB NAME: . LOCATION: S •w d R.- DESCRIPTION OF SYSTEM TESTED: n 0 TEST REQUIREMENTS : F::'-OLL- H7--o -TH aV a 0 L— Gof 60L- a � � L 4 1 GA ENCY NAME SIG TUBE WITNESSED BY: AS lati4 W1 '1 f 1 NOTES/REMARKS : ■ G&R VALLEY,INC. MECHANICAL CONTRACTORS-LIC#1021 i Sint 1966 I PLUMBING•HVAC•SPRINKLERS `�� (860)289-6896 • (860)282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 2Z TEST REPORT JOB NO: DATE: °i(c:o`,i JOB NAME:T4`�S LOCATION. S ,W LN 0 SOC ' DESCRIPTION OF SYSTEM TESTED: i Ta -ram 3 Co :t TEST REQUIREMENTS : POLL "D i AGENCY NAME S TURE WITNESSED BY:—r Ww NOTES/REMARKS : r ■ G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 , Since 1966 I PLUMBING•HVAC•SPRINKLERS 1 (860)289-6896 • (860)282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 I TEST REPORT JOB NO: I Z q�` 1 DATE . 4 C7 JOB NAME: Taw S LOCATION: S, lAlp$O(L DESCRIPTION OF SYSTEM TESTED: i tj J,t j- Rm TEST REQUIRE14ENTS : rO u avo= a GA ENCY NAME 2IGNATURE WITNESSED BY: i NOTES/REMARKS : .41F - G&R VALLEY INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 PLUMBING•HVAC•SPRINKLERS (860) 289-6896 • (860) 282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 24' TEST REPORT 2-41 "I DATE T6YV\ 1� S" W I f-d {-) sn yt-- ON OF SYSTEM TESTED: tREMENTS : FVIL- AGENCY NAME SIGATURra BY: S �_ G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 PLUMBING•HVAC•SPRINKLERS Since 1966 (860) 289-6896 • (860) 282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 Z3 TEST REPORT 41917 9 . ,2s -�� DATE . 'rT TlEms )N OF SYSTEM TESTED :. IQ I T;N-e-Y W AS T C 240q /-30:1 3616O 0 I♦ � rL. ---7 7 S V ;REMENTS : PU LL 1 1 Zo J-! CO t200 P AGEN NAME S G URE BY: C S. v �K.S ' Y G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Shut 1966 I - PLUMBING•HVAC•SPRINKLERS (860)289-6896 • (860)282-1675 FAX { 350 CHAPEL ROAD SOUTH WINDSOR, CT 06074 27 TEST REPORT r JOB NO: 1249 DATE JOB NAME: I1'1 S LOCATION: NDSOfZ- DESCRIPTION OF .SYSTEM TESTED: AU WAS-ru- L—M I PI PI (- 0 Scu e-A'S 225 , 32S TEST REQUIREMENTS: FVLL ff Lra ( I�aU i { AGENCY NAME SIGNATURE WITNESSED BY: Of S UI NOTES/REMARKS : G&R VALLEY,INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 I PLUMBING•HVAC•SPRINKLERS (860)289-6896 9 (860)282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 2 TEST REPORT JOB NO: 162-4q DATE: S'S- 1 S JOB NAME: LOCATION: ,yv l e i A" DESCRIPTION OF SYSTEM TESTED.- sot r-� , Qarp ci4s rba- Zo2 r 302 0 ial 1? I i_.�' S Go L M - .P— "7 - R c oL-(L 3 3 TEST REQUIREMENTS : FOu- Fr 20 Tw av w-co i= GiCY II NAME SqURE WITNESSED BY: NOTES/REMARKS : G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since I966 I PLUMBING•HVAC•SPRINKLERS. (860)289-6896 9 (860)282-1675 FAX 350 CHAPEL ROAD SOUTH WINDSOR, CT 06074 TEST REPORT JOB NO: A Zt I DATE: !3`1 f' JOB NAME: tF : LOCATION'. Ift$ Q a- DESCRIPTION OF SYSTEM TESTED: A..IN . I>Q-A F kr 4- V ENT 9G 1 24S 34S TEST REQUIREMENTS : FULL tf2,o : i 7 • � AGENCY NAME S TURE .WITNESSED-BY:- cwA o Ssr ov 1 0 NOTES/REMARKS : i i 3 } G&R VALLEY,INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 PLUMBING•HVAC•SPRINKLERS �G t (860)289-6896 • (860)282-1675 FAX 350 CHAPEL ROAD 0 SOUTH WINDSOR, CT 06074 Z� TEST REPORT JOB NO: 12-4 DATE: S'2.� j JOB NAME: LOCATION: MOM, I DESCRIPTION OF SYSTEM TESTED:- /�� W�-�T� �. V eW I irk) TEST REQUIRE WTS : F l-L Tt4IU/ �O(� 1 8GENG� S TURE ,. "NIT ./ � NESSBD BY. i ; NOTES/REMARKS : i i ; i ■ G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 ` Since 1966 I PLUMBING•HVAC•SPRINKLERS (860)289-6896 • (860)282-1675 FAX 350 CHAPEL ROAD SOUTH WINDSOR, CT 06074 TEST REPORT c JOB NO: 1241 DATE:77, 1 ' r, JOB NAME: EM �' LOCATION: DESCRIPTION OF SYSTEM TESTED: SA r t I A(z-,Y D C N V - 1 TEST REQUIREMENTS : PULL- R Z-0 `1 -g I?y go F l . AGENCY NAME --,SIG URE WITNESSED BY: � I 3•. •r. i s. } ti. F fI NOTES/REMAIW : ;j 3 li G&R VALLEY, INC. ' MECHANICAL CONTRACTORS-LIC#1021 Since I966 I PLUMBING•HVAC•SPRINKLERS (860)289-6896 • (860)282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 TEST REPORT Z-7 - '�� JOB NO: �. DATE: -it } JOB NAME:- LOCATION: I ,= I DESCRIPTION OF SYSTEM TESTED: 64r? P1f:�IN 61-- Fo- S- C4 fZ 1 S i (4S , a&S RE TEST QIREMENTS : PS 1 AI IZ Q GEENC NAME t GN TURE WITNESSED BY:`- NOTES/REMARKS : 0 �: -- r i•. G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 PLUMBING•HVAC-SPRINICLERS (860)289-6896 - (860)282-1675 FAX 350 CHAPEL ROAD - SOUTH WINDSOR, CT 06074 i I TEST REPORT JOB NO: IZ�-� DATE:_R Z7-1 B JOB NAME: LOCATION: r DESCRIPTION OF SYSTEM TESTED: Nl7Q&47-bUI�,lb ��- 2 Scr 2-1 s TEST REQUIREMENTS : MILL (' 10 U 1�!5 NAME /UWATUR WITNESSED BY: So r NOTES/REMARKS : G&R VALLEY, INC. MECHANICAL CONTRACTORS-LIC#1021 Since 1966 lei- PLUMBING•HVAC•SPRINKLERS (860)289-6896 • (860)282-1675 FAX 350 CHAPEL ROAD • SOUTH WINDSOR, CT 06074 TEST REPORT FBI JOB NO: I�L DATE: JOB LOCATION f fl 1 DESCRIPTION OF SYSTEM TESTE ts- .VU P��NA E \37 P 1191 N (s- i U TEST REQUIREMENTS : �-. y FULL f�-o TN 9-!, rLo o r i r AGENCY NAMES dURE WITNESSED BY:�JOWKI c A,N JIV NOTES/REMARKS : � y net. PpRpX`M P� GENERAL NOTES LIGHT POLE CB 1. REFERENCE IS MADE C� A MAP ENTITLED: "SITE PLAN, TIMOTHY EDWARDS SCHOOL, SOUTH ® WINDSOR, CONNECTICUT, SCALE. 1"-40' DATED 5/14/92, REV. 7/27/92 BY ARTHUR BUILDING SYSTEMS, INC., TERRYVILLE, CT. 2. REFERENCE IS MADE 10 A PLAN ENTITLED "EXISTING BUILDING LOCATION MAP", PRE- p � ® cB W a N w PARED FOR TIMOTHY EDWARDS SCHOOL, 100 ARNOLD WAY, SOUTH WINDSOR, CT. � •� �13►- � � BYALE CENITROPL'EXD ENGI. JANUARY i�•EER NG LTD., 1993 AND COLCHESTER,ECT.ED TO MARCH 15,1993, PREPARED L7 —� ►— N J u Z r �- . ��5 3. REFERENCE IS MADE '0 A PLAN ENTITLED RELOCATABLE MUSIC CLASSROOM ADDI ON d 1 W u x MQ TO THE TIMOTHY EDP.`,kRDS MIDDLE SCHOOL, SOUTH WINDSOR, CT. STATE PROJ: NO. u- n o �E�A nn Dr 132-062 PREPARED !3Y KAESTLE BOOS ASSOCIATES, INC. SLATER RD., NEW BRITIAN -" � o~ ��� �g"J CT. SCALE 1" 40', DATED FEBRUARY 14, 1995, REVISED THRU MARCH 23, 1995. 71.08' 4a.60' �V 0 0� cZ ,fig e 20.92 /\ 40.00' 21.00 �- \ _ SURVEY NOTES 11.97 \� 1_1� ,/ \ THIS MAF) WAS PREPARED FOR THE PURPOSE OF SHOWING THE 1995 �- I RELATIVE _OCATION OF TEMPORARY CLASSROOMS TO THE ADDITION 30J 0' \ EWES. T►STING C MO OL IBUA "ASNG ABUDILT"NEARBY, SD,ISFNOTYINTENODED� \ �21.34' TO REPRI:._ENT A BOUNDARY SURVEY AS SUCH. THIS MAC WAS PREPARED FROM RECORD RESEARCH, OTHER MAPS, ✓ // \ LIMITED "'I _ID MEASUREMENTS AND OTHER SOURCES. IT IS \ NOT TO CONSTRUED AS A PROPERTY/BOUNDARY OR LIMITED P �RPM O ' `.U VEY DS MAY DISCLOSE. ARY SURVEY D IS SUBJECT TO SUCH FACTS AS SAID 91.00' �, THIS MA:' HAS BEEN PREPARED IN ACCORDANCE WITH THE- RECOMME.NDED STANDARDS 'FOR SURVEY AND MAPS IN THE STATE z _ \ OF CON,,'(T1CUT AS ADOPTED FOR USE BY THE CONNECTICUT / ASSOCIA"ON OF- LAND SURVEYORS, INC. ON SEPTEMBER 24, 1992. �A�� o ► \ THIS SU,',EY CONFORMS TO A-2 STANDARDS OF ACCURACY F6R z to HORIZONTAL DATA SHOWN HEREON AND TO T-2 STANDARDS OF \ I a \ ACCURA;:)' OF VERTICAL INFORMATION SHOWN. EXISTING \ POWER NOTE VAULT SCHOOL - BUILDING • \ EXIT RAMPS AND PLANTINGS WERE lIOT INSTALLED AT -THE TIME OF \ I \ THIS SURVEY. SAID RAMPS AND PLANTINGS ARE EXPECTED TO BE COMPLETED SOMETIME IN THE MEAN FUTURE. CL&P \ 28026 \ • \ AS . BUILT PLAN OF THE ELOCATABLE MUSIC C' LASSROOM ADDITION IIM0 TH Y EDWARDS -,, SCHOOL11DDLES .:... EP 71995 �, 100 ARNOLD WAY seam • So",JTH WINDSOR ,' CONNECTICUT s � SHEET I HEREBY DECLARE THAT THIS MAP IS SUBSTANTIALLY THIS pRAwu+C 15 INv�;� UNLESS (203)537�-5SS2 [JjfpwRo V-�/ /���1 XT �� --PREPARED ... �. FOR— I CORRECT. THIS MAP AND SURVEY WERE PREPARED IN IT DEARS THE SIWKS GNATURE SEAL LOCA /�'r to• ��q ; ' GRAPHIC SCALE ACCORDANCE WITH THE STANDARDS OF A CLASS A-x AND ORIGINAL SIOPJATIIRE of THE CIVIL ENGINEERS PLANNERS SURVEYORS 1 1 t,�( THLA SURVEY AS DEFINED IN THE 'RECOMMENDED STANDARDS PROFESSIONAL E1101NEf1'/ '��• $ AR Fw ...- A�MPIC I S N07 TO BE 20 10 20 40 I!0 FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT' YSTEMS INC* LD OR USED IN PART E F�7R ANY PURPOSE AS PREPARED AND ADOPTED $Y THE CONNECTICUT t !ynlTrru rrw OSE ASSOCIATION OF LAND SURVEYORS, INC.. ON SEPTEMBER C.�".�•.�".f�O L., Xitoo tjU I LDI N G ^' _• 1 - ---- -- OF' C6N'1'RdPl�t ENdNEEfltN(i. _ �___,� -- SCALE: 1' = 20' 719 MIDDLE STREET JOB # mmmma_IN FEET T.• 24, QrIY�l .iS RtAV'j LTD.' � i inch in 20 ft. NO. DATE DESCRIPTION' J. MCMINN, L.S. DATE: AUGUST 4, 1995 6RIST�t, CONNECTICUT 9S-1o7 RED, NO. 11626 REVISIONS P, . O 15 OOLCHEMT APR 0 5 993 South Windsor BUILDING DEPARTMENT 4 she,aft yWt and specificatforta am ttu 0q1"Oil;A%ocopolliob*04 tlg or afteTatlons to b, MMarli�Ot to IMAUr With amendraelfts stated in allpifeatlon at, fLted*,if plan and I agree to eompfy**ft elf tdhah, ggslia hlf end State laws and such otdafft#e shelf b 19#44 by the Building Department du*4 pandenci of this, application and final issuance of a bulldiff, P"Mit, Siga*4 _ ThIlt 040M ie approved suplect to the eo"Ma" th+aa osdot% +M otdinoMes regulating building sluff be comwk4 volt,+. DqAAY0&,k 7110ese file/ wilts . P 1% R a :. 0" OF SOUTH ENGINEERING 3 0 PAF�tMOW, t `r s RECF�� 1 QPRQS FD 2 Of Sou 1993 Engrpe�hn finds©r 3 y Dept 9 1 �X e GENERAL NOTES 4` LEGEND . ' 1. REFERENCE IS MADE TO A MAP ENTITLED: "SITE PLAN, TIMOTHY EDWARDS SCHOOL, SOUTH El CONCRETE MONUMENT WINDSOR, CONNECTICUT, SCALE: 1"=40' DATED 5/14/92, REV. 7/27/92 " BY ARTHUR •,���,:. BUILDING SYSTEMS, INC., TERRYVILLE, CT. O ANGLE POINT 2. CONTOURS AND ELEVATIONS WERE FIELD LOCATED AND DELINEATED BY CENTROPLEX ENGINEERINGq` - - LTD., ON JANUARY 26, 1993. DATUM SUPPLIED BY TOWN, PER REFERENCED SEWER . BUILDING LINE MAP ENTITLED: SANITARY SEWER CONSTRUCTION, AVERY HEIGHTS AREA, SOUTH f EXISTING CONTOUR \ \ WINDSOR� CT HIGH RIDGE RD., STA. Ot00 T0 STA. 10+25, SCALE VERT.= I = 4 ( fs HORZ.= 1 = 40 DATED 8- 1- 71, DRWG NO. 15-D BY JAMES S. MINGES B ASSOC. , 4 EXIST. SPOT GRADES x ' y E ELECTRIC SERVICE BENCHMARK DOWN SPOt1T/GUTTER T.F. OF CB ELEV.=308.49 BIT CONC, 312+54 WA L I< r% / \ DECK \ 318 41 / 1 311+84 EXIST. ` D + / \ PARKING I 1s> ( CB / \ AREA 308A57 ee` RA P r w\ 309.82 D D aqZ / DECK s.: R D D \ / I DECK NEW UNDERGROUND 6 ELECTRIC SERVICE ` _ : �\ i BIT. CONIC. \ r E \ WALK \ \ { 320.82 EDGE OF PAVEMENT RAMP ,:.:. \ x H.CAP PARKING \ \ l . . . . . , , , \ \ SIGNS 310 44 \ : : _`wh x \ ( POWER I , VAULT 320.72 EXIST. \ \ / NEW SPACES EX IST4CFS I \ r`I s.p �\ NFW�026 \ 28v \ Ch \ 320+\0 \ \ / BIT. CURB � S SEWER \ 319+43 MANHOLE\ T_F.=308.71 , SURVEY NOTES i . THIS MAP WAS PREPARED FOR THE PURPOSE OF SHOWING THE J / RELATIVE LOCATION OF SOME PARKING IMPROVEMENTS AND f; I . TEMPORARY CLASSROOMS TO THE EXISTING SCHOOL . BUILDING 4: AND NEARBY, IF ANY, PROPERTY LINES. THIS MAP IS ANti'' •. ; UNDERGROUND \ / 1 "x: F w PROPANE TANK- �� / AS BUILT' AND IS NOT INTENDED TO REPRESENT A BOUNDARY 1 ? I • 0\ . . ��� SURVEY AS SUCH .\ 3 i . . . . . ., / � 2 . THIS MAP WAS PREPARED FROM RECORD RESEARCH, OTHER MAPS , . 28025 . . . ` �` 319�34 LIMITED FIELD MEASUREMENTS AND OTHER SOURCES. IT IS y NOT TO BE CONSTRUED AS A PROPERTY/BOUNDARY OR LIMITED NEW BIT. CURB 4 303 1 :.: . • ��>' / I MATCHES OLD CURB PROPERTY/BOUNDARY SURVEY AND IS SUBJECT TO SUCH FACTS ; 0 I / (TYP.) AS SAID SURVEYS MAY DISCLOSE. F� • 3 THIS MAP HAS BEEN PREPARED IN ACCORDANCE WITH THE � ' "RECOMMENDED STANDARDS FOR SURVEY AND MAPS IN THE STATE UNDERGROUND OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT "r'( � •••• . . . . .• • • ••• • /� OIL TANK ��� / /— \ / ASSOCIATION OF LAND SURVEYS, INC. ON SEPTEMBER 24 , 1992 . U 4 . THIS SURVEY CONFORMS TO A-2 STANDARDS OF ACCURACY FOP r� 311 04 ��� / HORIZONTAL DATA SHOWN HEREON AND TO T-2 STANDARDS OF , 316,�20 ACCURACY OF VERTICAL INFORMATION SHOWN. <<it x EDGE OF 1 PAVEMENT \ • \ EXIST(ZES \ / NEW - BIT. CURB EXISTING BUILDING x 1197 313 98 LOCATION MAP CL&P 311�45 I -PREPARED FOR- 21707 o wf 309 38 ° ° ° ° ° 0 0 0 313+86 ° n4 TIMOTHY EDWARDS rt� FENCE SCHOOL 0 100 ARNOLD WAY . ` SOUTH WINDSOR, CONNECTICUT z -:f SCALE: 1 " = 40' JANUARY 29, 1993 REV. 3-15-93 THE I-MFORMATION SHOWN ON THIS PLAID HAS BEEN VERIFIED IN -HE _FIELD AS TO LOCATION, ELEVATION AND COMPLETENESS . THE GRAPHIC SCALE SURVEYING-ENGINEERING FOLLOWING LISTED ITEMS ARE THE ONLY DEVIATIONS FROM THE C(*m1ss, PLANS APPROVED SY THE PLANNING AND ZONING ,o o Zo 40 so ieo CE 1 rTnOPLEX P.O. BOX 15 COLCHESTER,CT ` ( IN FEET ) TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS TELEPHONE (203) 537-5552 1 inch = 40 it. SUBSTANTIALLY CORRECT AS NOTED HEREON. - - - `� l/ . . L . S . _ ,N,`� L-t ,:. «L, P. E. ' mc- ,4N, 93-009 -- - O to' 20` 30' ao' 0 5 �o' 20` o O �' ` � 1 + 1 +�1 e e 1 a_J _i i i L. . f 1 1 1 1 t 1 1 f L, `5' 0 O 4' O 51 , I/16":r_0.. --- -- — I/8"=I'-o" (-0" I/4 3/4"-f d'' I I vG _I'-e On I CODE INFORMATION ( RELDCATy CONSTRuCTION, NEW & EXISTING ) 1. (.5E 50Y CLASSIFj,'ON (332.1- - 313.C) (PRIMARY) E - EDUCATIONAL (SECOtC AR' NOt•E 2. C3t4STRUCTION TYPE 1.0; MINI6/.1M T:'PEO'JIR-C: 58 ACTUAL TYPE VIDED (EXISTIN2, 58 (NE W 5B —� 3 & :-DING HEIGHT (EC. 5D3.0; � I+�L01'A81-E I-t`!' (STORY/FEE?) 1ST12C \ ACTUAL HE:.GH-STORY/FEET; 1ST/16 __ \ (STOi;IDBOVE GRAD ONE STORY �` \ 4. BUILDING ARE A (-�D' - 503-C' \\ G-40S5 BUILDING AR, (PER FLOOR) EX:STINC- 4524 NE It 2700 TOTAL 7324 ` \\ \ ARE TABJ�.TID- DOE PERIAF _ iC 9C 13, \\ \ PTER OMEN PE ERIM iE+ 400 F' IERI \ \ PERIMcTEFi -—DEN PERIHF_T_a1pE=:�ET�) 951 ! . T T A9Ll AR A?E NCRE AS.- 2 14, P KING GOl&J ► - — \\\ 118 1-07A- fA0KIKk�- C— yy 5: A­L0V -A5J_A �= ARE: .T� E 10•u7j e � �. \ r f\ �E5 THE- HAN.DI:�:.APPFC,' : REDUCTICN EIG7-- 01 — "� \ � �! : INCF(_ASE F:}-'_N 0.RIpEiCn' (SC 2.2 1402 ,. I It�ASE = ' -iR S.P :DN SYS-_IJ (502.3) OI', \\ v \ I tE ASE ,: (u_ 3 : :' 2007. �♦�.Q \1 ��� � �\ •�f\ I TOT/. PIt:TAac �...TDP 4401 1.11 W SIT. GONC, IJALK CONVERSION FA)R ( : :FACTOP % ' 4.40 io MEET �xls-1: p i / A AL-LISTED Tk A." ( AC1UP=_3} ,1.: Ft--73: 166E S. '�� , `� /���\.J�► 9 l ' / \ / ( cot VE::r, :A::"I'- T A-rL L 1;:� tiPEC A 31.680 S.F ACTUAL FLDCti; ,' _A RiC- FADj� 7324 S.F. I 52. M:XEG 115E/,EF► �w=S NO NI}_ L5= OCCUPANCY LOAM - //� .{►�50GP Op /� I ! �� DESIGN TO�k-�- -A,^,: FLOOD 1905 0000 ACTUAL TO'A D A�1 FLOOF 253 �_� ' I DESIGN TO A-x E.JI� W�DI ONE FLOOR ONLY //O � \ � j � � � \ \ \ ACTUAL TO k-OP B11LDIWj ONE FLOOR ONLY ! � � \ \ NABFR OF EXI _ A8__ ` ♦ �v �� II / \ \ / /rj \ -ROu EACH O .?EE N'J.PROVIDED O FROM EACH A�, SriOMN ON P—ANS WA NEW U.U, ��1.GN�I'`Z ( ♦ '�� CQ� �i " / Y •�j�` � I j 8. TRAVEL DISTAK E A R NOL D _F . _._.— r / tp I / ALLOWABLE 150.D0 E3—��Ti��G. F�v(!jam \ �Ope / ' �� �_ PROVIDED �- 120 FT.TS D� 4 =- h>o r�,GN, � C1 1 4, PYG LD+-�.> TS A'l \ \ \ \ / 9. FIFE RESISTAN:E A':1,rj OF S7~LC7'-RA­ E EkIEN7 { A) EXTERIOR RA: _ESS THA', 'C' SEPAR �ATI ) 2 HR(S) o 1�t� / 8' FIRE WAIL: 2 HR(S \� t�-lly� ~ �- ` \� C) FIFE SEPAo rC 1 HR(S1 C) SMOKE BA= ._ t.,Gt•4E RELOCATABLE CLASSROOM ADD[TION I Nc/./ PP.'7 Mp.�s J' ` \ ^+�. v� I t r.6G• �' / E) ENCLDSUPE, 101E , j v_1 L.l ✓i. ""�c . � — \ n, F) SHAFTS G) EXIT ACIC;.'i �s ' W,(S TIMOTHY EDWARDS H) SEPARATIC:S c HERE Fi?(S'r I) INTERIOR 3;(i1W_ W&_LS AWE L u. NOtC- HR(S) / J) S I rrJl'I Un. C ra r t_ t CJ IfI(S) 0%*101 t 1 \\\ \ \\ `\ �� �/,� /� \ •- ` \ \ \ �� K) FLOOR CON3T)CTI3N. I'C--E:'C- }AQ C Hfl(S' V�hVVL // \ \` \ \ / L) ROOF CONSTP-IDN G HRIS { I"� PROTECT IDrSYSTEIJ< rl'_ SLPOESSIOrSYSTEu 'c LIUITED A=LA ,r / SOUTH iiY DSOs . / V(' \ \ - ( IF L11.11. r£?_ 1474E os,� — . , , \ \ / LY Uc u>± \ \ rZ NcTIfIDATIt A`A? // —WAL I \ \ Fo T�-.XG�1�� ( ---- YES - TIED INTO EXISTING STATE PROD. NO. 132-92-057 RE SLOPE. \ _ _ _ _CTIOt YES - TIED INTO EXISTIWS HOOT I� . r• '�►E_- 114E C, J=C :1, t;J!43-P B_:': It30IFIEC R E xISTIW3 NONE A5 P-Ef- N1.E, U'I I LI"(I 1;5 \ ���1 \t'�M U�\ /•� / \ I 9! JI.DSTANDiN , 'C- Y�- A.�+ED NONE Co, I'I;RUIR '1F�iT5, \�l�Ph�-- 1-1 —� \ ANA\ '-iaS-CiD LIVI tJ0 X \ �Kz,,i IN!s' - -- fold �� \OIL t.1� \ // \ `'ES, r'1Y 'L ABED ^SIGH. X 1000, t4DN-DES 7 G?iATED / 7 TOILET FIXTURE COUNT { \ / �/ REQUIRED TUA\ � / QUI ED C LAY,_ GIRLS' 10 18 \ \ 10 1 16 GIRLS' 10 29 \ \ / VV.L;. BOYS' 7 6 5 19 7777 URINAL _ BOYS' 3 4 5 20 -- --;. - -- — \ RTY LINE PROP TF' — - - STS 77 ­ -2 ` Rif - - - { � 7771 KAFSTLL BOOS - _ ASSOC I ATLS, I NG. • !�►I� III ����II�i11 IIII IIIII I�I_f� �P 0z's n �,, ��vJd'r,� Uzzf :% ARCHITFGTS OJI ✓�o U u L cl ) � d �• v ^ c� 416 Slater Rd.New Britain,Connecticut 06053 (203) 229-0361 CIA Drawn Drawn by: Sca[a: ' D.J.E. 1`40 Qlyr. fill R Pill tv9 ! !— L�P�EU Pro`�t no. {h aw:rtg rro. 1 Dafe F+afaY. 10, 1394. ~� O , S.�-ram"Lzy:is �+ s•—s.r rya•�3.,..'-t7_'.'.S�T . ...._ ...' 'aZ""'...._�.^^r.."w,.r.. ... '_ ?'..:,`� , _..__.�"�, " - - I _ _ 6/15/2021 Town of South Windsor Building Department :4' c �V1f1R l'l` Building Permit: BLDP-21-278 APPLICANT NAME: Darrell Crowley EMAIL ADDRESS: dcrowley@swindsor.k12.ct.us ADDRESS: 1737 Main Street South Windsor , CT 06074 LOCATION ADDRESS: 100 ARNOLD WAY South Windsor CT6074 OWNER: SOUTH WINDSOR TOWN OF 02 100 ARNOLD WAY SOUTH WINDSOR CT 6074 DESCRIPTION OF WORK: construct 4 temporary classrooms-Timothy Edwards Middle School elop May 3, 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 1900540 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 09/05/2019 GIS ID:04500100 FEE: 7.80 MUNIS APPLICATION# 201901900 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: SK MECHANICAL LLC. ADDRESS: 100 ARNOLD WAY ADDRESS: 266 CENTER STREET OWNER: SOUTH WINDSOR TOWN OF 02 100 ARNOLD WAY MANCHESTER,CT 06040 DESCRIPTION OF WORK: INSTALL UNIT HEATER IN BOILER ROOM,INSTALL COMBUSTION AIR DAMPERS FOR BOILERS AND WATER HEATERS SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY TIIF,QUILDING DEPARTMENT. CONSTRUCTION TYPE: 9+41 - OCCUPANCY GROUP: BUILDIN OFFICIAL 9/5/2019 1:29 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1700552 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 11/15/2017 GIS ID:04500100 FEE: 40.04 MUNIS APPLICATION# 201701004 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CONNECTICUT COMBUSTION CORP. ADDRESS: 100 ARNOLD WAY ADDRESS: 40 WHITTEMORE ROAD OWNER: SOUTH WINDSOR TOWN OF 02 MIDDLEBURY,CT 06762 100 ARNOLD WAY SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: BURNER REPLACEMENT ONLY FOR FUEL CONVERSION. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH T14E APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1 1/1 51201 7 4:01 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE lYN213 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 08/30/11 GIS ID:04500100 FEE: 18.72 MUNIS APPLICATION# 201100897 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: CONSERV INC. ADDRESS: 100 ARNOLD WAY ADDRESS: 45 INDUSTRIAL PARK ROAD OWNER: SOUTH WINDSOR TOWN OF 02 TOLLAND,CT 06048 100 ARNOLD WAY SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: LIGHTING UPGRADE USING EXISTING POWER.REPLACING 82 EXTERIOR LIGHTS.,USING EXISTING POLES,WIRE,AND POWER. 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 8/30/2011 1:09 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE