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HomeMy WebLinkAbout107 JOSEPH LN �'1 APPLICATION FOR BUILDING Electric# �U PERMIT_ Plumbing# HVAC # ti 10T sonh tranQ Ifni g [i;—at; �"Z�-c'L Sprinkler# � FINAL R Estimated Cost Buildingcl 0 0 /` COMP ETE RED BOXED AREAS Permit Fee $ Engineeri Occupancy Fee $ / a Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ AppF` SIGN ON REVERSE SIDE Total Fee $�La TO H ILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) The unde signed hereby applies to do work according to the following: Applicant 30 Location of Work \C;i-1 SU����+- 1-.�1�1%� Lot No. Applicant's Address 6LA� TALCS \L-Lc M V Tel.# 4-�,_l 1-�,cN16 Town V' l �� L Zip : Lic.# ��fi 1 L C� Owner (`(\ \� n 1�,�¢e [rev n.\ham Architect Owner's Address \o-A S urn L A. Architect's Address -�x;.�kt�, C Zipctl�l Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit City Watq%i� Well❑ Septic System❑ Sewellk Ins: HO SP Cert. Area Basement Garage Approved by Date '�)'� Use Group onstruction Type----- — Revised 6/02 i hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Signed 1L ��Zt�r �� 1 hereby apply for a Certificate of Occupancy for the work described in this application for the permit. 6 Signed - DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-32826-B 16,000 E02 UNDERGROUND O8/29/06 JFF A BONDING SCD 40 OK TO BACKFILL NO FENCE CALLED POOLMAN KATHY B09 OTHER 04/16/07 JFF OWNER EXTENSION TO END OF MAY07 B10 FINAL 11/05/07 JFF D WITH OWNER NEEDS DOOR AND POOL ALARMS TO CORRECT AND CALL B10 FINAL 11/13/07 JFF A WITH OWNER COMPLETED OK FOR COFO w � SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 107 JOSEPH LANE LOT_# 8 Reviewed By 4-70 ( ee MANNARINO BUILDERS INC. Date Reviewed_YLIJoV rove 1169 ELLINGTON ROAD,SOUTH WINDSOR,CT_ Reviewed By &1(_ (Planning) BP_#_30597_ Ph_# (860)289-7055 Date Reviewed 4jjjjpV o d/Denied Date Submitted 00/00/00 ***** FOR C of 0 As required in the or Subdivison qu Zoning and/or Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include Approved Denied N/A 1 Approved building permit plan 2 Finish grading per approved building permit plan 3. Site work; i.e. trees, shrubs, dumpsters, required parking 4. Utility location; a. sanitary sewer/septic system b. foundation drain c electrical & telephone d. water ✓ e other-6,13 5. Sewer connection charge paid V 6 Appropriate certification 7 Bonding 8 Planning & Zoning/ Inland Wetlands Considerations I A. Lighting B Signage Freestanding Wall C Fee in lieu of Open Space Sewer Permit No. Pav Exc # COMMENTS ESQ/,S,f�, d —Status: teevx c( a" I f Show tJ4L% 6-As Vag►vt S 6o c `VV lectria# `�� APPLICATION FOR BUILDING PERMIT Plumbing# 11(0l�HVAC # 107 Joseph Lane Date: 1 2� I Sprinkler# 30597 _ ___ 6 FINAL APPROVALS F10100" SIGN - - -- - Estimated Cost �6p ��Building Permit Fee $ W4 VOEngineering PLETE RED BOXED AREAS Occupancy FeeTYPE OR PRINT ONLY Eng. Insp. Fee $ Appr. f r CO. ON REVERSE SIDE PP J Total Fee $ 02 V/O, 0 0 TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant qh n A ol)o &IIelees --,T,176 Location of Work 8' J a n--e Lot No. Applicant's Address /46 Y ell,z ,7 Tel.# , may 'ID1S Town A6d7;W Zip D�4' �7-/ Lic.# z 0..2 Y Owner ^P Architect jg� � Owner's Address .e Architect's Address Zip Zip Sq. Ft. New Area: 1st FI. 1-2 60 2nd FI. 0 3rd FI. Total New Area 2 Gov Purpose o+this permit City Water Well❑ Septic System❑ Sewe5v Ins: HO SP Cert. Area . oNS Basement 45�"/k _Garage 3 Approved by Date Use Group Construction Type 522! _ 111 Revised 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the y6per distance from all street lines,side yard lines,and required distances from all other zones and is located irlm#1195h this i g and its use is allowed. � n I hereby apply for a C icate of cc or the work described in this application for the permit. DO NO WRITE BELOW THIS LINE INSPECTION COMMENTS L.-Ovation of Job: AFFIDAVIT Additional Fee S (D�� State of Connecticut ss.South Windsor County of Hartford Owner I of Agent for the building erected Contractor under Permit No. issued by the Building Department of the Town of South Windsor being duly sworn,make oath and say that the actual cost of the completed work authorized under said permit did not exceed the most current accepted BOCA value of S Signed Subscribed and sworn to before me this day of A.D.20_ Estimated Cost S Difference: $ Notary Public f Inspection / Approval Date By Appl Code Description Due whom Code Comment--:----------------------------------------------------------------------------- **-30597-B 160,000 BO1 FOOTING 05/17/04 JFF A WITH CONTRACTOR ROY FOUNDATION B02 FOUNDATION 05/24/04 JFF A WATERPROOFING AN EXT PERIMETER FOOTING DRAINS WITH CONTRACTOR P02 UNDERGROUND 06/22/04 PJP A LEFT STICKER P03 ROUGH 07/02/04 PJP A PRESSURE TEST DWV B03 FRAMING (ROUGH) 07/07/04 PJP D W/TOD PROVIDE JOIST/RAFTER TIES E01 SERVICE 07/07/04 PJP D TIGHTEN HOUSING NUT E03 ROUGH 07/07/04 PJP A H03 ROUGH 07/07/04 PJP D DRAFTSTOP DUCT CHASE,FIRECAULK DUCTS E01 SERVICE 07/09/04 PJP D B04 INSULATION 07/09/04 PJP A CORRECTIONS MADE 00/00/00 BO1 FOOTING 08/03/04 JFF A REAR DECK 3 8IN PIERS WITH ROB PO4 GAS TEST 08/24/04 JFF A WITH CONTRACTOR LEFT APPROVAL NOTICE E01 SERVICE 08/30/04 PJP A CORRECTIONS MADE B10 FINAL 09/13/04 PJP D ADJUST STAIR AND PARGE FIREBOX B10 FINAL 09/14/04 PJP A PC W/TODD, FINISHING PARGE OF FP,HANDRAIL NDS TO BE ON NARROW SIDE OF WINDER OF BASE STAIR **-12198-H 8,000 **-11614-P 7,000 **-18990-E 5,800 Total Est Value 180,800 Dwelling 3,725 187,181 25 Basement 1,516 22,740 00 Garage 693 10,395 00 Smoke Det 7 525 00 BOCA Value 220,953 00 Difference 40,153 00 / V RECEIVED MAY 13 2004 SITE COMPLIANCE CHECKLIST SOUTH WINDSOR PLANNING DEFT. TOWN of SOUTH WINDSOR, CONNECTICUT 107 JOSEPH LANE LOT_# 8 Reviewed By 137-D (Engineering) MANNARINO BUILDERS INC. Date Reviewed 7s �rov Denied 1169 ELLINGTON ROAD,SOUTH WINDSOR,CT_ Reviewed By, in ) BP_#_30597_ Ph_#_(860)289-7055 Date Reviewe t- �� FiApprove Date Submitted 05/13/04 ***** FOR BUILDtItG P ***** In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot, a Topographic Plot Plan shall be submitted for approval The minimum requirements shall include: Approved Denied N/A J 1. Name, address & phone number of owner/applicant 2. Name, address & phone number of plan preparer 3. Zoning Information - i e zone, open space, / floodway, street address f/ 4 Plot Plan at 1" = 40' scale a. Subdivision reference, abutting properties, etc b. Easements of record c. Lot description, bearings, building lines, distances, area, etc d. Contours, existing & proposed, 1 or 2 ft interval where appropriate e. Building location with dimensions Elevations of proposed finish floor, garage floor & centerline of road at driveway f. Elevations of gravity drainage systems, sanitary / & foundation drain at the house and the street y g. Tentative utility location (gas, water, electric, septic system, etc.) t/ h. Title block with name and address of preparer, date, appropriate certification, live seal and live signature consistent with the Board of Registration requirements (P.E & L.S ) 5. Sedimentation and erosion control 6. Special Planning & Zoning, Inland/Wetlands considerations (Plans on file w/Town Clerk) COMMENTS: DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# TOWN OF SOUTH WINDSOR Application seby: BUILDING DEPARTMENT = - APPROVED 1540 SULLIVAN AVENUE Rlde. Permit# ?G04 644-2511 ext. 230 Date L`°" ' riildinjlhsj5ecto,c Application must be printed or typed FEE SCHEDULE Location of Job: � .` Lot #8-#107 Joseph bane $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 _ or any fraction thereof Tenant Designation Apt. No. APPLICANT State Line Oil APPLICANT ADDRESS 514 Salmon brook St . , POB 209 Granhv (fit 06n_35 APPLICANT PHONE# 8 h 0-6 5 3-7 2 41 �0W N SFq OWNER Mannari Ro Auilders OWNER ADDRESS 1169—Ellington Read CWi nr�cnr Ct Q 6 7d , OWNER PHONE 289-7055 C C = ESTIMATED COST$ (/a IS THIS A CONTRACT COST? 2�L Yes _No �G �G FEE ENCLOSED$ (� r��s . O�� TYPE OF JOB: �R•C xx New Installation Alteration/Addition/Repair Revised 4/01/'2002 t APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: UIEATING C2 RESIDENTIAL W A/C ❑ COMMERCIAL ❑VENTILATION ❑ INDUSTRIAL HEATING Cl STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC UVARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS (BTUH)__°F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING M-EQUIPMENT(IN LUD AKE&MODEL NO.)t4!14-c"-4�-, ,e -e IV V1 L r,•� GROSS HEATING CAPACITY(INPUT-BTUH) J 2S NET RATING(OUTPUT-BTUH) 1 /U TYPE OF FUEL ❑OIL--GPM OIL TANK LOCATION :❑ INSIDE❑ OUTSIDE CAPACITY [IGAS—INPUT LPG TANK CAPACITY ELECTRIC—KW AIR CONDITIONING DESIGN TEMP.OUTSIDE c1 S OF INSIDE 7.I OF DIFFERENCE LO OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) ��tfl ,4-( Uy6f- TONNAGE [ COOLING CAPACITY(BTUH) / 0'040 VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. #301022 Sl CT CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE �// ela,�� LOGIC 1000 RESIDENTIAL LOADS ANALYSIS 1 CFM CHART FOR A 1,950 CFM BLOWER - ---------------..-- -.------.---- --------.- ---- -----.-------.-----.-------- ---.- <-i- HEATING ---> <------- COOLING ------> TOTAL HEATING SENS TOTAL COOLING loom AREA LOSS AIR GAIN GAIN AIR 101 ROOM NAME SO FT BTUH CFM BTUH BTUH CFM - ----------------------------------------------------------------------------- 1 LIVING ROOM 183 8347 188 2432 3064 155 2 BATH 82 1852 42 612 650 33 3 DEN 152 7387 166 1902 2200 111 4 FAMILY ROOM 346 8572 193 2124 2790 141 5 BREAKFAST 159 8103 182 2159 2536 128 6 KITCHEN 192 6140 138 2426 2608 131 7 DINING ROOM 182 5903 135 1741 1913 96 8 FOYER 150 5299 119 1191 1400 71 9 BEDROOM 11 149 3501 79 1327 1479 75 10 BATH 76 1015 23 745 783 39 11 BEDROOM 12 183 3846 86 1986 2038 103 12 UPPER FOYER 185 3697 83 1952 2139 108 13 BEDROOM 13 132 3296 74 2011 2393 121 14 MASTER BATH 251 7858 177 4637 4982 2151 15 MASTER OEDR0014 406 7013 176 5138 5936 299 16 UPPER FAMILY 290 4027 91 1609 1761 69 ----- ------- ----- ------- ------- ----- ZONE 1 TOTALS 3116 06735 1950 33691 38672 1951 NO WARRANTY, EITHER EXPRESSED OR IMPLIED IS GIVEN WITH RESPECT TO THE ACCURACY OR SUFFICIENCY OF THE INFORMATION PROVIDED, AND THE USER MUST ASSUME ALL RISKS AND RESPONSIBILITIES IN CONNECTION WITH ITS USE THEREOF. DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT gAppo reb : TOWN OF SOUTH WINDSORPERM y BUILDING DEPARTMENTED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230t Application must be printed or typed FEE SCHEDULE Location of Job: FTenant #8-#107 Joseph Lane $0-$1,000=$15.00 `�g� Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT State Line Oil APPLICANT ADDRESS 514 Salmon Brook St . , POE 209 Granby CT 06035 APPLICANT PHONE# 8 6 0—6 5 3—7 2 41 ,0W Ni SFq OWNER Mannarino Builders OWNERADDRESS 1169 Ellington Road S. Windsor CT 06074 a OWNER PHONE 2 8 9-7 0 5 5 0 C ESTIMATED COST$ Toole SAW IS THIS A CONTRACT COST? / XXYes _No �G FEE ENCLOSED$ TYPE OF JOB: OR-Co xx New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? ❑ YES ❑NO RESIDENTIAL 0 BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY dwelling ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE U STORAGE ❑ GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION SIZE OF MAIN DRAIN T u NO.OF TOILETS STYLE NO.URINALS D STYLE NO.OF BATHTUBS 3 NO.OF SHOWERS NO.OF LAVATORIES S 04 NO.OF CONDUCTORS Z SIZE 3 NO.OF STACKS Z— SIZE-3 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 O 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 r WATER HEATER: TYPE 7-� MANUFACTURER Sf. f• / ALa ps•.%YL, DESCRIPTION OF WORK LAL tl THE UNDERSIUNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS I COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. #200887 P1 CT CONTRACTORS LICENSE NO. STATE SIGNATURE OF APPLICANT DATE �/ DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# TOWN OF SOUTH WINDSOR A His y: qD BUILDING DEPARTMENT �� APPRO 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Building Ins ctor Application must be printed or typed Location of Job: FEE SCHEDULE � le 7 $0-$1,000=$15.00 ` Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation :Apt.No. APPLICANT /y G APPLICANT ADDRESS a 7K APPLICANT PHONE# / ��) N SF,q OWNER ��/!�/iIAI-e+A f/,4/'O L�(//liV&7—f . 7 1 letOWNER ADDRESS �/ / ��/ �� T d �'`� 1Z 13 F, OWNER PHONE 7 7 S� � D C ESTIMATED COST$ IS THIS A CONTRACT COST? VYes _No �r FEE ENCLOSED$ O TYPE OF JOB: �SOR'COS V New Installation Alteration/Addition/Repair Revised 4/01H2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A l'/ BUILDING PERMIT APPLICATION? ❑YES ❑NO L3 BUSINESS ❑RESIDENTIAL ❑ASSEMBLY CURRENT USE AND OCCUPANCY /�d ❑MERCANTILE FUTURE USE AND OCCUPANCY s S//✓�C� �l�r/G y �d �'r ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑ MDCED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD /) ^4 SIZE OF SERVICE 2(0 d SIZE OF MAIN CONDUCTORS U NUMBER OF METERS ( NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES 61-N0 NUMBER OF LIGHT CIRCUITS l J NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES $"0 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. Aa37/9 cr CONTRACTORS LICENSE NO. TYPE STATE ? !� SIGNATURE OF APPLICANT DATE O J /Jo/// el/v DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT Applicatio ' h PERMIT# Fereb : TOWN OF SOUTH WINDSOR 6 5 BUILDING DEPARTMENT ROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Q o Date Bu' ng Inspector Application must be printed or typed FEE SCHEDULE Location of Job: Toms I an e Lof 9 $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ADT S,-c yr ibv Se C yVe g APPLICANT ADDRESS 1() f�esPar�l� 1 LIt(nery APPLICANT PHONE# 1-$00 — 9 22 — 3230 SOWN SFq OWNER DanaldSSa�vN- ' OWNER ADDRESS O� OWNER PHONE S 0 — ti tI s — Is'7 S C ' ESTIMATED COST$ j6 y7.-�Q •� IS THIS A CONTRACT COST? Yes _No FEE ENCLOSED$ 6. S 0 TYPE OF JOB: �R C X ew Installation Alteration/Addition/Repair t Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? DYES ❑NO WRESIDENTIAL ❑BUSINESS CURRENT USE AND OCCUPANCY New Ca vj e, r yCT�o n ❑ASSEMBLY O MERCANTILE FUTURE USE AND OCCUPANCY k P s iAe vi ce ❑EDUCATIONAL 0 INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE 0 STORAGE ❑GARAGE ADDRESS 0 MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD L o w Vo I{-a d e C 5 16 SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? 0 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 c v �,r. ` n APT- i v 064 e,�OAP Fi co tell zt11af Iron _ Dna![ Wir►�(a w . .nafloo V efeAlatn, cln � -�1(e :Cat imahif9(triq onj 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. 1057FO L5 C+ CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT',JW2 11 W"0-40 DATE $"I Q 1100y ADTSecurityServicea Inc. f•� 10 Research Parkway Wallingford.CT 06492 ,tire & Security Tele:203 74 14000 Fax:203 294 1514 ADT CTState Lic.# 105789 Date: 8 l 9 1 )'0 0 y I, Peter Eglinton give permission to ,, j,., L✓I d Ae, to obtain a low voltage electrical permit for Do nct Id M u rc 6!s5ea v on behalf of ADT Security Services, 10 Research Parkway,Wallingford CT 06.192. Sign Lic.Type L=5 Lic# 105780 Job Cost 677. 30 Permit Cost r STATE OF CONNECTICUT DEItiRTIIL-'i%'7'OI'COA-St',IIER PROTECTION ELECTRICAL LUMMrED CONTRACTOR PETER W EGLINTON 162 COOK RD PROSPECT, CT 06712-1811 TYPE: L5 LICJREG NO. EFFECTIVE EXPIRES 105780 10/01/2003 09/30/2004 SIGNED :L1 .c.' � 7.'fCSS�Y: ':'•fr. � }tt' - �•S:.%:� �Q".�.'.J.ti .••.• ... ..... .. ..... .. «-.:•.'"x'�_'..S.""t"::. Syr "}e•'.:.`l.�•.i7R:'.L»:.- .,.�.�_ ..- -t`i:�aS-. a • � L yy�A.� �y b��' G t�2�F� aw!'c -SURANCE N RTIFICJ1Tict4,IL9ER 13559 PIWOUCER TM CERTMICATE M ISSUED AS A MATTER OF RIFORMATION ONLY AND CO*1=NO WQKTS UPON THE CO"IFICATE HIOLOER OTHER THAR THOSE PROVIDED IN THE POLICY.THIS CERTIFICATE DOES NOT AMENO.EXTEND OR ALTER THE COVERAGE AFFORDED BY THE Marsh,Inc. POLICIES DESCRIBED HEREIN. 1166 Avenue of the Americas New York NY 10036 COMPANIES AFFORDING COVERAGE Telephone(212)345MM COMPANY A: AI South Insuranoe Co. Fax(212)345-3413 INSURED COMPANY B: American Home Assurance Co. AOT�aoIIallt.Cre.Nioer.,41[. CrMtilois fv3f:o+teiinsllrl: Co. 1 One Town Center Road Boca Raton.FL 33486 COMPANY D: Insurance Company of the Slate of PA COVERAGES THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE DESCRIBED HEREIN HAVE BEEN ISSUED TO THE INSURED NAMED HEREIN FOR THE POLICY PERJOO INDICATED.NOTWITHSTANDING ANY REOIrRMENTS.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THE CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES LISTED HEREIN IS SUBJECT TO ALL THE TERMS.CONDITIONS AND EXCLUSIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MMIDD(YY) DATE(MMIDD/YY) g GENERAL LIABILITY RMGL4805949 1011/2003 10/12004 GENERAL AGGREGATE $10.000.000.00 X COMMERCIAL GENERALLAABK= PRODUCTS-COMPIOPAGG $10.000.000.00 CLAIMS MADE a OCCUR PERSONAL t ADV*JURY $5.000.000.00 OWNERS NL CONTRACTORS PROT EACH OCCURRENCE $5.000.000.00 FIRE DAMAGE(Any one rue) $1.000.000.00 MED EXP(Any one person) $10.000.00 g AUTOMOBILE LIABLrTY RMCA6612517(TX) 10/1/2003 10/12004 COMBINED SINGLE LIMIT $5.000.000.00 g X ANYAU`rO RMCA6612520(AOS) 10/12003 10112004 g RMCA6612518(MA) 10/12003 10/12004 BODILY I.JURY tr'w Person) g ALLOWED � RMCA6612519(VA) 10/12003 10/12004 SCHEDULED AUTOS X HIRED AUTOS BODILY INJURY(Per ICU X Nm-,Dw Eo Auros PROPERTY DAMAGE GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ANNY AUTO OTHER THAN AUTO ONLY EACH ACCIDENT AGGREGATE E EXCESS LIABILITY BF.2977855 10/12003 10/12004 EACH OCCURRENCE $1.000,000.00 ?, U MBRgJ ► - AGGREGATE $1.000,0oU.Wi . Nm al THAN UMBFIE..LAL FonM WOMMASCOLVDISATMANO --y �p�1yy P�WO g SEE PAGE TYND E 81PLOYERS'LJABLITY ELEACHAOCIDEHT $1,000,000.00 D THE PROPRIETOR CINCH EL DISEASE41OUCY LIMIT $1.000,000.00 PARTNERSIEXECUTIVEC OFFICERS ARE: FXCL EL DISEASE-EACH E $1.000.000.00 OTHER DESCRIPTION OF OPERATIONSAAMATIONSIVEHICLESISPECIAL ITEMS Please we page 2 for additional Insureds and any additional language. ICAi"E HOLCiER CANCELLATION SHOULD ANY THE• DATETHEREOF.OF T I Will BIOR�TO MPOLICIES DESCRIBED HEREIN AL 30 DAYYSTgN WRITTEN NOTICE TO THE CUQ]FICATE HOLDER NAMED HERE*.OUT FAILURE TO MAN.SUCH One Town Center Road NOTICE SHAM IMPOSE NO OBLIGATION OR UABIITY OF ANY IOND UPON THE INSURER AFFORDING COVERAGE.ITS AGENTS OR REPRESENTATNES.OR THE ISSUER OF THIS Boca Raton CERIFICATE Florida 33486 �ir.I+USA Of. a�ly(, N Q.�e MM1(3A2) VAUD AS OF. 10/01103 , H I • I • S '1 • CERnFlCATE NUMBER , ►SpDld�ldr?4�. i�V1iA �N 1,3559 PRODUCER COMPANIES AFFORDING COVERAGE COMPANY E: NatIonal Union Fire Insurance Co. Marsh.Inc. 1166 Avenue of the Americas New York.NY 10036 Tekq*w a(212)345-6000 Fax(212)3453413 *tSURE0 ADT Security Services,Inc. One Town Center Road — Boca Raton.FL 33486 TEXT CERTIFICATE HOLDER IS NAMED AS AN ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY TO THE EXTENT OF ADT'S NEGLIGENCE AND IS STRICTLY LIMITED TO DAMAGE, LIABILITY, AND EXPENSE RESULTING SOLELY AND DIRECTLY FROM THE NEGLIGENCE OR WILLFUL MISCONDUCT OF ADT'S AGENTS AND EMPLOYEES COMMITTED DURING AND WITHIN THE SCOPE OF EMPLOYMENT OF SUCH PERSONS WHILE THEY ARE PHYSICALLY PRESENT ON CERTIFICATE HOLDER'S PREMISES. Additional Insureds: None WORKERS COMPENSATION POLICIES Carrier Policy Number Effective Expiration State Date Date (B) American Home Assurance Co. RMWC2981228 10/1/2003 10/1/2004 CA (E) National Union Fire Insurance Co. RMWC2981229 10/1/2003 10/1/2004 NV, OR (D) Insurance Company of the State of PA RMWC2981230 10/1/2003 10/1/2004 AR, FL, MA, TN, VA (C) Illinois National Insurance Co. RMWC2981231 10/1/2003 10/1/2004 IL, LA (C) Illinois National Insurance Co. RMWC2981232 10/1/2003 10/l/2004 NY, WI (A) Al South Insurance Co. RMWC2981233 10/1/2003 10/l/2004 GA (B) American Home Assurance Co. PMWC2981234 10/1/2003 10/1/2004 All Other States If there is a question regarding this certificate please contact cynthia Pittman (Email: cpittmaneadt.com Phone: 2037414057) CeRTFMI.-K HO'DER Adwwc1XtyjwViM _......._,. ....._ .._ One Town Center Road Boca Raton FIorWa 33486 Town Of South Windsor Building Department Location_�!2_3 Building Permit# SWIMMING POOL REQUIREMENTS: This list is not all inclusive;please refer to pool packet. e1 A 48"barrier will be provided to protect the pool access. Including a temporary fence for inground pools prior to filling. Cor Access gates will be self closing and self latching(if less than 54"high they shall be on the poolside and be protected within 18"of release mechanism). o-Doors providing direct access to the pool shall either have an alarm,a self closing self latching device 54"above the floor,or a safety cover over the pool. e'No receptacles within 10'of pool.(locking type receptacle for pool equipment must be at least 5'from pool and GFCI protected).tl a All metal parts of pool structure,fixed metal parts within 5'of pool,pump motors etc., shall be bonded with a minimum#8 solid copper wire. 016onvenience GFCI receptacle shall be provided between 10'and 20'from pool. a'Trench depth for 20 amp.circuit to pool equipment shall be 12"minimum. dA surface pool alarm shall be installed pursuant to Public Act 99-140. t 'A swimming pool pumps must be equipped with a time clock. eated pools require a pool cover unless over 20%of the heating energy is from non-depletable sources. REQUIRED SWI_MMiNC` POOL INSPECTIONS: The following is a list of inspections that need to be performed prior to the continuation of work. Requests for inspections can be made by calling the Building Department at 644-2511 ext.230. 1. TRENCH AND BONDING-Electrical trench depth verification and bonding of pool and metal appurtenances including metal reinforcing for gunite pools. 2. FINAL ELECTRICAL-Location of equipment and GFCI protection. Convenience outlet provided. 3. FINAL-Swimming pool access protection must be provided before pool can be used. Each swimming pool installation requires a Building and an Electrical permit. Additional permits and inspections are required for pool decks. I have read and understand the requirements listed above. Applicant Signature Date C ,iomeowner Signature Date 'O-t-L' Gy w LAYOUT ' 8' STEP OPTION 6' STEP OPTION 6 x Z X•-14� X� 4' 4' 4' �3. X. �3• 'I 1' X45' X4S ;4 SAFETY ROPE -I X 4' • d 1 ' t 0. t 1. X 5. 3X$ 3 5• w / x/V 4 USE 45' WEDGE AS ♦' USE 45' WEDGE AS /4" USE 45' WEDCE AS 4 SHOWN (MARKED 45') SHOWN (MARKED 45) �( SHOWN (MARKED 45') 6' AS X) ENGINEER STAMPS STRUCTURAL P.E.REVIEW SEAL 4. SEAL VOIDED WITHOUT ORIGINAL SIGNATURE ISSUE#: &.P (N6 1(0 DATE: Oq\U(o\o0 Structural calculations in compAanoe wtth the NYSBC(1998),BOCA(1999),SBCCI(1999),sna UBC(1947 (J 1 r E MAY BE 1/4" PER FOOT WHEN ETE DECK IS INSTALLED _ y__-•--- _--.-------.__.._..- -__-- ETE ALL VERTICAL .. EACH DIMENSIONS ARE TO FINISH GRADE AND ARE TAKEN FROM bbbil BAOCFXL LINER BEAD TRACK OF 1/2 PER 3'-4" OM POOL EDGE OF 10' CONCRETE TOP OF MASON SAND 18' x 37' GRECIAN BOND BEAM OR POOL BASE 1 1/2' MINIMUM (TAMP AND TROWEL) DWG: GX-1258 / SHEET: 1 of 2 GRAPHEX UNDISTURBED EARTH -� SCALE: 1"=R' STANDARD PANEL LAYOUT X — X x -3' 6'--f--x' ---y4 4' # I i. 4'-11 1/T 3•4 3'-4 3/ loe I + SAFETY ROPE t-!, . Ar 9'-10 3/4 17aQa 3C' 1 T-,0 3/4'8' 32•-4 3/4- r 34'-5 3/4' 4•-11 1 4' � \ x 4' 3'r' �5 6' 6' 3• 6X 4 6 t•-11 1/r 27' 4'-1 36'-10 3/4• USE BACKBRACE AT PANEL JOINTS AND AT CENTER OF 6' PANELS AS SHOWN (MARKED X) 36'-10 3/4- 2'-7 3 Tr OF BOARD I�VE POINT 'l1 Pow 'A'- WATERLINE tT 2•-1 r • 8, 6' MINWM DEPTH \,/-SELOw POINT 'A- 4' 14' 12'-10 3/4' Perimeter 98'-0' ANSI/NSPI-5 1995 EANDARD Pool P T BOCA CODE" 19.93 T3Ie �421 11(2) Area Capacity Pool l -__ Pa Y SLOPE MAY BE 1/4• PER FOOT Installations to -be iv aCxordance 611 21.232 CONCRETE DECK IS INSTALLED II HAUNCH with Pacific Ine,•• re� H CONCRETE rraendotions Sq.Ft. Gottons T11RU of EACH BACKBRACE k 'I THIS BROCHURE 1S XIR ILLUSTRATIVE PURPOSES ONLY The manaliacrctureranke s only those representations which are MINIMUM SLOPE OF 1/2' PER staid in :itts .wri0wucwranty. Any Other representations. FOOT AWAY FROM POOL EOGE stalmaaen%*- or casacttts mode by the dealer and/or the FOR A MINIMUM OF 10' corlwctoe< :� themtomaer regarding any amolukdai produced CONCRETE by&* noa®utacbw am attributable to the"or and/or tho J BOND BEAI. coiactesr.•only_.Ar dealer or contractor whe seas or installs yaw poaW Qis an aipeandent contractor and met an agent or emobyeer e0t thems Awcturer. The constn&crm methods / rRlai+ated%�*,are sr0 5 r s and apply only to mormal ground cod boass- 'Theremy.be additaonol precoutis pnd/or nrrdmws out conalctiows. The responslbEllys the contractors UNDISTURBED EARTH Micro-Cleap " Vertical Grid D . E . Filters Automatic Air Relief purges any trapped air during filter operation. Screenless design eliminates clogging. NSFs Integral Lift Handles and Uniform Low Profile Tank Base V make removal of grid nest fast and simple. High-Strength Filter Tank molded of PermaGlass Xl� provides extra durability for dependable,corrosion-free performance. - w-w+ High Impact Grid Elements designed for up-flow filtration and top-down backwashing for maximum efficiency. Heavy-Duty Tamper-Proof Bolted Center Flange Clamp securely fastens tank top and bottom together.Allows quick access to all internal components without disturbing piping or connections. 1 Union Locknuts make disassembly and reassembly of filter from piping fast and easy. Norylo Bulkhead Fittings for extra strength and heat resistance. Inlet Diffuser Elbow distributes flow of incoming unfiltered water upward and evenly to all filter elements.Parabolic tank base design provides for even distribution of D.E.to grids. Full-Size 11/2"Integral Drain provides fast, 100%clean out and easier flushing of tank. Convenient Valve and Plumbing Options allow for customized control.2'internal piping and plumbing for maximum flow performance. Specificationsr Grid D.E. FILTER TYPE: Vertical Grid Diatomite:24,36,48,60 ft'(2.23,3.35,4.46,5.58m'). FILTER TANK: Injection molded PermaGlass XL` FILTER ELEMENTS: Monofilament polypropylene cover fitted over 8 curved, high-impact grids CONTROL VALVE: 1 Y2 or 2'6-Position Vari-Flo,`""2"4-Position Selecta-Flo;" 2'2-Position slide valve.May also be plumbed singularly or in series with quick-connect union couplings(less valve). PERFORMANCE RANGE: %TO 3 HP(30 to 120 GPM) DIMENSIONS: DE-2400—31 W H x 23'W(800 mm x 584 mm) DE-3600—36W H x 23'W(927 mm x 584 mm) DE-4800—42W H x 23'W 0 080 mm x 584 mm) DE-6000—48W H x 23'W 0 232 mm x 584 mm) Above dimensions are for filter only.Overall width with slide valve is 30'(762 mm). overall width with either 4-or 6-position multiport valve is 33'(89a mm) PerformanceData Effective Design Tumover Model Filtration Area Flow Rate 8 Hours 10 Hours Number h' m' GPM LPM gallon kilo liter gallon kilo liter DE-2400 14 2.23 48 182 23,040 87 28.800 109 Plumbing Versatility.Select from a wide array DE•3600 36 3.35 72 273 34,560 131 43.200 164 of valve options for customized control of your DE-4800 48 4.46 96 363 46,080 174 57,600 218 filtration system,including Hayward's 2,2-position 0E-6000 60 5.58 120 454 1 57,600 218 1 72.000 273 1 slide valve. 'Determined by pump size and piping system hydraulics 2'piping is recommended for flow rates of 90 GPM or more. Flow rates above 120 GPM are not usually required for residential pools. HAYWARD POOL PRODUCTS, INC. Hayward Pool Products,Inc. Hayward Pool Products,Inc. Hayward Pool Products Canada Hayward S.A. f; 900 Fairmount Avenue 2875 Pomona Boulevard 2880 Plymouth Drive Zone Industrielle de Jumet Elizabeth,NJ 07207 Pomona,CA 91768 Oakville,Ontario L6H 5R4 0-6040 Charleroi.Belgium B-97 - 01997 Hayward ' Printed in U.S.A. SuperPump`R' High Performance Pump Series Exclusive,Swing- Lexan"'See-Thru All Components Heavy-Duty,High- Aside Hand Knobs Strainer Cover lets you Molded of Corrosion- Performance Motor make strainer cover see when basket needs Proof PermaGlassXU" with air-flow ventilation for removal easy.No tools cleaning and eliminates for extra durability and quieter,cooler operation. required...no loose guesswork.Special self- long life. parts...no clamps. adjusting seal assures Heat Resistant,Industrial Mounting Base provides dependable sealing. I Size Ceramic Seal. stable,stress-free support,plus Long wearing,and 100% versatility for any installation drip proof.For fresh or salt requirement.Adapts 48 and 56 water use. frame motors. Super-Size Housing has extra air handling capacity to assure rapid priming. w Totally Balanced, Service-Ease Design gives Corrosion-Proof Noryl'° simple access to all internal parts. Impeller has smooth,wide Motor and entire drive group openings to prevent fouling or assembly can be removed,with- clogging.Energy-efficient out disturbing pipe or mounting design produces more flow at connections,by disengaging just equivalent horsepower. four bolts. ModelI rr Power Pipe Dimension Overall Dimensions HP KW inch inch rrrl SP-2600X5 'h 0.37 1'/i 11 Y. 286 SP-2605X7 '/- 0.56 1'/i 11'/e 295 Y SP-2607x10 1 0.75 1'/; 11'/, 302 k qIR SP-2610X15 1'/y 1.12 1'/7* 121/e 311 >�'�. � �•..• " SP-2615X20 2 1.49 2' 13'/e 337 .• ci:::: P-2621 X25 2'/7 1.86 2' 13'/40 349 ` Super Pumps are also available with dual speed motors. ' m tt. YearWarranty 30 100 On Strainer '" 27 90 -..- --- - — Y 24 80 21 70 - - --- W 18 60 - - — - -- SUPER-SIZE 110 CUBIC INCH BASKET has 15 -50 - - - - -- - - — �� y extra leaf-holding capacity and extends time 12 40 - --- -- - - between cleanings.Rigid construction with 9 30 - -— Iz_ -1.4 _I_._ load-extender ribbing assures free flowing oper- 6 20 -- - - _ - _ _ ation for heavy debris loads. -sP fXt -__-.-_ __ s ._ 5 sP- 7x/0 (1'hM -1.1 ) 3 10 _Ph P-1.3 1IW1 sP• 1 HP- . - -- Super Pump'Series Pumps are listed by: 0 0 .HP- .56 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 GPM 0 38 76 114 151 189 227 265 303 341 379 416 454 492 530 LPM NSFCIP CAPACITY PER MINUTE O HAYWARD POOL PRODUCTS, INC. Hayward Pool Products,Inc. Hayward Pool Products,Inc. Hayward Pool Products Canada Hayward S.A. 900 Fairmount Avenue 2875 Pomona Boulevard 2880 Plymouth Drive Zone Industrielle de Jumet ci Elizabeth.NJ 07207 Pomona,CA 91768 Oakville,Ontario L6H 5R4 B-6040 Charleroi,Belgium MA997 Hayward Printed in U S A DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR Z� BUILDING DEPARTMENT '-7r— ` AP :VE:D 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date 11g Inspector Application must be printed or typed FEE SCHEDULE Location of Job: Fan S O SPA L�►'l,e- $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT Aq 0 0 1 APPLICANT ADDRESS l 7dwk l30/-/6h 6-7` o60Y3 _ APPLICANT PHONE# Us-2- D W N S,6 OWNER Ilia rre la /4 r V a Y 0 OWNER ADDRESS 10 -7 -Z 1p4 L�+`Q OF, OWNER PHONE 6 4,q— 2 4 U y C ESTIMATED COST$ .x IS THIS A CONTRACT COST? _Yes _No FEE ENCLOSED$ F a. ,00— s0 O�� TYPE OF JOB: R C New Installation _Alteration/Addition/Repair (100/ 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 O4- r\p i�j Yvo �gA)/ pe-r- Zyo a 1 a C 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. CT CONTRACTORS LICENSE NO. :- YPE STATE 2J-0 SIGNATURE OF APPLICANT DATE 6 S w � 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: �000037 APPROVED: BLDG.PERMIT NUMBER: DATE INSPECTOR LOCATION OF WORK: v ��o S e P1� Lc, APPLICANT: OWNER: TYPE OF STRUCTURE: 1 o NEW BUILDING NAME: y ` k)-s-so NAME:�Cl C C e©I Q .a(���a l(n o ❑ADDITION PHONE NUM��B--77ER: 660-2 O l`5509 PHONE NUMBER 066� -51D1� - 36 PXISTING BUILDING ADDRESS: 7t7 ��( I/'l�� ADDRESS: Ion C/� �►� TYPE OF USE: RESIDENTIAL ❑COMMERCIAL HVAC INFORMATION: FURTHER DESCRH'TION OF WORK: TYPE OF SYSTEM: XHEATINGG �(AIC - HEATING: TOTAL HEAT LOSS(BTUH) °F (HEAT LOSS SHEET REQUIRED) DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.): C,as �vrr�c�c�, �L�4�N ilo xv�f�G I n C7�• ESTIMATED COST:S AIR CONDITIONING: DESIGN TEMP:OUTSIDE 'F INSIDE 'F DIFFERENCE F' FEE ENCLOSED:S o TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET �kUQII[2ID) DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): o S�IS�e rn (Ylo�e l �L 16 xG -0 4 g FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS SIAO OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK CONTRACTORS LICENSE NO.: O3 a STATE: co e o I SIGNATURE OF APPLICANT: DATE: Z�ZJ aoa000 ��� NO TES - 1. AREA OF LOT 8 = 22,338 SQ.FT. = 0.513 ACRES 2. ZONE OF SUBJECT PARCEL IS A-20". MIN/MUM YARD REQUIREMENTS: FRONT = 40 FEET SIDE = 10 FEET REAR = 40 FEET J. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN777LED - JOSEPH LANE ESTATES SUBDIVISION PLAN PREPARED FOR MANNAR/NO BUILDERS, INC. JOSEPH LANE AND 585E NEVERS ROAD SOUTH W/NDSOR, CONNEC77CUT SHEET 3 SCALE. 1 IN.=40 FT. DATE. JANUARY 30, 2004 REVISION DA7ES 3-4-04, 4-7-04 ' I ALFORD ASSOCIATES, INC. CIVIL ENGINEERS W7NDSOR, CONNEC77CUT' C L� 4. APPLICANT: MAP PREPARED BY: OPEN SPACE MANNAR/NO BUILDERS, INC. ALFORD ASSOCIATES, INC. TO BE DEEDED TO THE N F DAWD PAIR/A % ROBERT MANNAR/NO 200 PIGEON HILL ROAD TOWN OF SOUTH WINDSOR 1169 ELLINGTON ROAD P.O. BOX 484 SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 TEL. # (860) 289-7055 TEL. # (860) 688-7288 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM. S 0857'16" W S 0429708" W 26.66' 78.41' 6. NO ZONING VIOLATIONS WITH RESPECT TO LOCA77ON OF HOUSE, lF ERECTED AS SHOWN. 2 Z CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVA77ON OF EXIS77NG U77LI77ES PRIOR TO ESTABLISHING FINAL N GRADE OF PROPOSED F0077NGS AND FOUNDA770N. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL v1 O .14 m I MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA77ON EXCAVA770N. M/RAFI FABRIC ry N Nei` + SILT FENCE AND/OR TEMPORARY VEGETA77ON /F PILES ARE TO REMAIN /N PLACE FOR EXTENDED PERIODS OF 77ME. N' ^' - v � 40' REAR YARD �----- 8. DURING CONS7RUCT10N, M/RAF7 FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF.M i ' �I - � - F_ 9. LEGEND rri 9 } F____ EXIS77NG CONTOUR OOTING_ ___D_RAIN a N FL= 196.0 N of /(RODENT TRAP TO BE X 310.0 EXISTING SPOT GRADE PLACED AT OUTLET _ - 310 PROPOSED CONTOUR PROPOSED SPOT GRADE 1g7 0 0 \� GRADE TO DRAIN PROPOSEDSURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE HOUSE W PROPOSED WATER SERVICE N F ^ N o I FD_ PROPOSED 670 F0077NG DRAIN LINE N CV CHECK VALVE IS REQUIRED ON FOOTING DRAIN LINE AT HOUSE PROPOSED HOUSE �i FD FL= 19Z 1 c o N G PROPOSED GAS SERVICE TO CONNECT TO EXIST. IN STREET c� 11.9 SAN. FL= 195.5 " _- - - l T PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET PROPp,gEO 5T 0 HOUSE p o �Oy I E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET o I o 0 MIRAF/ FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONS7RUC77ON AND SHALL REMAIN IN PLACE UN77L DISTURBED AREA IS STABILIZED I 40' 10' i't DE C.L.& . j. EASEL'_ AND S7REET TREE EASEMENT N 06 32 32' E 10. PROPOSED HOUSE - 96.87' I 4' WIDE CONCRETE" WALK i 03.' o PROPOSED GARAGE FLOOR = 205.0 o I raj PROPOSED TOP OF FOUNDA77ON = 206.0 PROPOSED FINISHED FLOOR = 207.0 203.3 CONSTRUCTION ENTRANCE PAD- WALKOUT BASEMENT FLOOR = 198.3 NOT TO SCALE: TOP OF FOUNDA77ON TO BE A MINIMUM OF EIGHT(8) INCHES ABOVE THE FINAL EXTERIOR GRADE. JOSEPH LANE -------� � _WATER MAIN 20� � _ OZ - 2024- �B --- -- 0'J ---- USE GARAGE FLOOR ELEVA77ON TO SET GRADE OF THE HOUSE, ADJUST OTHER FLOOR ELEVA77ONS *� 2 TF=202.5 L o0 yyy-'spl, BASED ON THE ARCHITECTURAL PLANS -SANITARY SEWER CB #4 JOSEPH LANE GB #5 R=60.00' o 0 c 11. PRIOR TO STAR77NG CONS7RUC77ON, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL TF=zoo.z F=202.2 L=8.16' o q`bo 0o REQUIRED PERM17S' AND APPROVALS HAVE BEEN OBTAINED. NO CONS7RUC77ON OR FABRICA77ON SHALL D=0747'30" o 5-Ig,o o BEGIN UN11L THE CONTRACTOR HAS RECEIVED AND THOROUGHLY RENEWED ALL PLANS AND OTHER 0 0$�00 0`� °�q0 N DOCUMENTS BY ALL OF THE PERMIT77NG AU7HORl77ES. p, ° II A - Zp2 -- �o� -- - o o ' o W SEEDING SCHEDULE - �o�0 0 o ALL DISTURBED AREAS NOT PAVED OR LANDSCAPED SHALL BE LOAMED WITH 4" MINIMUM OF TOPSOIL SEED AS INDICATED BELOW. CONDITION SOIL 0 0�0 0 0 0 0$ WITH FERTILIZER AND LIMESTONE AS INDICATED BY SOIL TEST. / SAN. SEWER LATERAL INSTALL CONSTRUCTION ENTRANCE PAD PLAN 4" MINIMUM CONN. PERMANENT VEGETATIVE COVER: FL= 193.1 PRIOR TO ANY CONSTRUCTION DOT 2" STONE SEEDING DATES: APRIL 1 TO JUNE 15 & SEPTEMBER 1 TO OCTOBER 15 SANITARY SEWER LATERAL FROM (A MIN/MUM OF 20 FEET LONG) y FILTER FABRIC OR AT OTHER TIMES, WEATHER PERMITTING HOUSE TO MAIN LINE 90'- 6 0 AT 269(2.0,-. MINIMUM) WIDTH= 10' MIN. LAWN AREAS: USE THE FOLLOWING MIXTURE OR EQUAL AS APPROVED BY DESIGN ENGINEER: SECTION KENTUCKY BLUEGRASS 45% NOTES: CREEPING RED FESCUE 45% 1. THE PURPOSE: OF A STABILIZED CONSTRUCTION ENTRANCE IS TO REDUCE PERENNIAL RYEGRASS 10% THE TRACKING OR FLOWAGE OR SEDIMENT ONTO EXISTING PAVEMENT. APPLY 1-3 LBS./1000 S.F. 2. BEFORE CONSTRUCTION ENTRANCE INSTALLATION, THE AREA OF THE TEMPORARY VEGETATIVE COVER: ENTRANCE SHOULD BE CLEARED OF ALL VEGETATION, ROOTS AND OTHER UNDESIRABLE MATERIAL SEEDING DATES: MARCH 1 TO JUNE 15 & AUGUST 1 TO OCTOBER 15 OR AT OTHER TIMES, WEATHER PERMITTING 3. THE ENTRANCE SHOULD BE MAINTAINED IN A CONDITION WHICH WALL USE THE FOLLOWING SEED OR EQUAL AS APPROVED BY DESIGN PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO EXISTING PAVEMENT. ENGINEER - THIS WALL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ANNUAL RYEGRASS 100% ADDITIONAL U-NGTH AS CONDITIONS REQUIRE. APPLY 1 LB./1000 S.F. GRAPHIC SCALE O���F< Njy���os, ',,eO�d ��..e�.� TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS ao 0 40 80 �.�0......., ,.., ®� .,.....n••• �®•.� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. •'g �'° �° MANNARINO BUILDERS INC. ( IN FEET ) ` ;3 s+��, , ��,k L.S. NO. 9344 IMPROVEMENT LOCATION SURVEY THE LOCATIONS OF UNDERGROUND UTILITIES ARE � �• No. 9344 ,•' , a NO. 9 44 4 CIVIL ENGINEERS '••.A�'o":��CENSE�•''�a`O�Q�io �'••.,<'--<��ENS�°. o�,.� JOSEPH LANE ESTATES i I WINDSOI�,COPVNECTICUT APPROXIMATE AND ALL UTILITIES MAY NOT BE F �� �• •.4N Ey o �s FSSI E� A� �i S U RN��so WILSON M.ALFORD,JR.,P.E.&L.S. �� ���iniuu� LOT 8 - SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR ' .,,,,°;;;,,,o� '' SHALL CALL 1-800-922-4455 AND HAVE THE DATE REVISION 107 JOSEPH LANE SOUTH VANDSOR, CONNECTICUT UTILITIES MARKED ON THE GROUND. NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL SCALE: 1 IN. = 40 FT. DATE: MAY 6, 2004 D:M04040-08 P:M03101 FOLDER:61ANNARINO FILE:MANNARINO-JOSEPH LANE NO TES - 1. AREA OF LOT 8 = 22,303 SQ.FT. = 0.512 ACRES 2. ZONE OF SUBJECT PARCEL /S A-20" MINIMUM YARD REQUIREMENTS. FRONT _= 40 FEET SIDE = 10 FEET REAR = 40 FEET J. BOUNDARY INFORMATION TAKEN FROM PLANS EN777LED - JOSEPH LANE ESTATES SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. JOSEPH LANE AND 585-6 NEVERS ROAD SOUTH WINDSOR, CONNEC77CUT SHEET 3 SCALE. 1 /N.=40 FT. DATE.• JANUARY 30, 2004 REVISION DATES 3-4-04, 4-7-04 U ALFORD ASSOCIATES, INC. CIVIL ENGINEERS WINDSOR, CONNEC77CUT' 4. APPLICANT MAP PREPARED BY OPEN SPACE MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. TO BE DEEDED TO THE N/F DA WD PA TRIA 1 69 ROBERT ON ROAD MANNARINO 200 PIGEON P.O. BOX 484 ILL ROAD TOWN OF SOU7H WINDSOR SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC77CUT 06095 TEL. # (860) 289-7055 TEL. # (860) 688-7288 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM. S 0857'16" W S 0 429.08" W 26.66' IR 78.41' 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCATION OF EXIS77NG FOUNDARON, AS SHOWN. 2 7. EXIS77NG HOUSE - o � O �+ GARAGE FLOOR = 205.79 N RNISHED FLOOR = 207.94 BASEMENT FLOOR = 199.40 (WALKOUT) v 40' REAR YARD ' a -7 rn / 8. LEGEND - 9 m uui 0 197.3 l -�310__ EXIS77MG CONTOUR o FOOTING DRAIN FL= 195.6 198.2 x 310.0 EXISTING SPOT GRADE 196.5 200 py WATER SERVICE 196_- ^� i �'��' I" FD F0077NG DRAIN LINE o - 197.8 % ,-{� G GAS SERVICE 199.47 197.9 i' 6"0 SANITARY SEWER LATERAL 199.4 -k 14.1' Q + om' i+ 204.3 S - 200- `--- -- , + 202.E �;' T,E,TV TELEPHONE, ELECTRIC AND CABLE TV SERVICES DECK ; 20? 199 7 AC%� 198.2 197.9 ^ __ T) ELECTRIC MANHOLE 204.0+ ' + 2' off 55.0' 2• off V2' 205.1 ❑ AC AIR COND1770NING UNIT 202.3 -___ o EXIS77NG HOUSE + 205.1 FD FL= 197.212.0' SAN. FL= 195.5-+ Wv203.9 23.5' FRONT STOOPWATER GAPE 612.2' GV o - 9.1 off " �Q GAS GA lE NN - ' 21 4' BIT. CONC. DRIVEWAY + 204.9 ; 40 + 205.0 + 204.5 > - 10' WIDE C.L.&P. CO. EASEMENT ____-� `� r`205.1 AND STREET TREE EASEMENT tv CSU2-32' E + `O¢ It 204.9 4' WIDE CONCRETE WALK 81.64' 203.1 BRICK WALK W J I + `� o 203.3 N N - 04 4 202. 6 ; r. 02.8 WATER MAIN 200.64-- _201'19 tTTFB= 201.84 202_03____ SANITARY SEWER 201.78 CB 2o0.z -?oi JOSEPHTF= ?02, GB #5 LANE 20 R=60.00' TF=201.9 L=24.00' D=22 55'03" SAN. SEWER LATERAL FL= 193.1 SANITARY SEWER LATERAL FROM HOUSE TO MAIN LINE 90'- 670 AT Z69't THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20-300b-1 THROUGH 2O-300b-20 OF 7HE REGULAT70NS OF CONNECTICUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNECTICUT ASSOCIAT70N OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE ���o�•••••. ����"" 40 0 40 80 ♦�OF CONN�''�<o ♦oNpp CON1y"'. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS '''�0 ',•••'ACE �'•�� ''�'i��s V. ,,'' ALE- ''••� PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 04'' °�, MANNARINC BUILDERS, INC. ��( L.S. NO. 9344 ( IN FEET ) (lv� *• * IMPROVEMENT LOCATION SURVEY No. 9344 ♦ - r 0♦ CIVIL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE 9-16-04 CORRECTED PROPERTY LINE & ADDED WATER GATE AND GAS GATE' � ,�' No. 9344 ♦♦ ` APPROXIMATE AND ALL UTILITIES MAY NOT BE "•y�o�-��CENSE��'��`O��`` '•.e.(q-.�;CENSE°•y o♦♦ JOSEPH LANE ESTA TES WINDSOR,CONNECTICUT SHOWN. PRIOR TO CONSTRUCTION CONTRACTOR 9-13-04 ADDED AS-BUILT HOUSE, U77LI77ES AND GRADES �''s.;S/ONAL 0066 � °,S u R j1 soe ' WILSON M.ALFORD,JR.,P.E.&L.S. e egi�sII101j1 '••��°" LOT 8 - SHALL CALL 1-800-922-4455 AND HAVE THE UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 107 JOSEPH LANE SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: MAY 6, 2004 D:M04040-08 P:M03101 FOLDER:MANNARINO FILE:MANNARINO-JOSEPH LANE NO TES - 1. AREA OF LOT 8 = 22,338 SQ.FT. = 0.513 ACRES 2. ZONE OF SUBJECT PARCEL IS "A-20". MINIMUM YARD REQUIREMENTS.• FRONT = 40 FEET SIDE = 10 FEET REAR = 40 FEET J. BOUNDARY INFORMAT70N TAKEN FROM PLANS EN777LED - 'JOSEPH LANE ESTATES SUBDIVISION PLAN PREPARED FOR MANNARINO BUILDERS, INC. JOSEPH LANE AND 5851- NEVERS ROAD SOUTH WINDSOR, CONNEC77CUT SHEET 3 SCALE. 1 IN.=40 FT. DATE.• JANUARY 30, 2004 REVISION DATES 3-4-04, 4-7-04 L..� ALFORD ASSOCIATES, INC. CIVIL ENGINEERS W/NDSOR, CONNEC77CUT' 4. APPLICANT- MAP PREPARED BY' OPEN SPACE MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. TO BE DEEDED TO THE NIF DAWD PATRIA 11 9 EB RT M NARIINO POO. BOX 48420 PIGEON ILL ROAD TOWN OF SOUTH WINDSOR SOUTH WINDSOR, CONNEC77CUT 06074 W/NDSOR, CONNEC77CUT 06095 TEL. # (860) 289-7055 TEL. # (860) 688-7288 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM. S 0857'16" W S 04 29'08" W 26.66' 78,41' 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCA77ON OF EXISTING FOUNDARON, AS SHOWN. 2 Z EXIS77NG HOUSE - N 8 GARAGE FLOOR = 205.79 w v 1 FIN/SHED FLOOR = 20Z94 N' BASEMENT FLOOR = 199.40 (WALKOUT) � sN M V % 40' REAR YARD a Ng c 8. LEGEND - 90 197.3 EXIS77NG CONTOUR O o FOOTING DRAIN �19�5,6 1gg,2 _, x 310.0 EXlS77NG SPOT GRADE 196.5200 194.8 W WATER SERVICE 196'--''" i ��' �' I' FD- FOORNG DRAIN LINE 197.8 G GAS SERVICE Ivi 197.9 14.1' 199.47' %�' , 204.3 q S 670 SANITARY SEWER LATERAL 199.4 + �+� + , T,E,7V +'200- --- DECK ' % 202.E �Cu ° ` TELEPHONE, ELECTRIC AND CABLE 7V SERVICES �02 199 7�� 198.2 1DE.9 �� AG ` __ /�n , 0 ELECTRIC MANHOLE 204.0�` 2 OH 55.0' 2' OH ❑2 x6 205.1 J-IG 202 3 �__ a EXIS77NG HOUSE CHIMNEY + 205.1 O AC AIR CONDITIONING UNIT 12.0' (n c6 FD FL= 19Z2 205.7 N SAN. FL= 195.5f 2 l 23 5' FRONT STOOP 205.6 203.9 n 205. Lq ro 12.2 N Mo � 9.1' � � 36.0' OH (� N i I - 21.4' BIT. CONC. DRIVEWAY + 204.9 14V + I 205.0 + 204.5 10' EaDE C.L.&eP. CO. ------ AND STREET TREE EASEMENT N 06 J2'J2" E I ` _'2011_ 1 204.9 96.87' '" 4' WIDE CONCRETE WALK 203.1 BRICK WALK j I 203.3 N N , 202.76 ' j 202.87 ' WATER --MAIN _200.64 201.19 I - 201.84 202 03 CB ##6 SANITARY SEWER TF-201.78 TF 100.2 `20r`-, JOSEPH �02, cB N5 LANE ?o R=so.00' TF=201.9 L=8.16' D=07 47'30" 1 SAN. SEWER LATERAL FL= 193.1 SANITARY SEWER LATERAL FROM HOUSE TO MAIN LINE 90'- 610 AT 269 f THIS SURREY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULA77ONS OF CONNEC77CUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIA77ON OF LAND SURVEYORS, INC.. IT IS A LIM17ED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE ,��,�����o• �,n"" y�s•..,o TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS 40 0 4o ao ♦♦♦!� 0..���N��s ♦0°A • �•••A� '�s�'�o PREPARED FOR MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ♦♦♦ey��'� M. lFo�_'Cy�X•. ♦0♦,` yob 0"0 4L,�•= MANNARINO BUILDERS, INC. ( IN FEET ) o .� ;,, " 6 :*;� *•U " L.S. NO. 9344 "* U' IMPROVEMENT LOCATION SURVEY CIVIL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE _ No. 9344 a ; No. 9344 ♦. APPROXIMATE AND ALL UTILITIES MAY NOT BE ��oA1o':��CENSE�•''�`6�AO♦ ��'-�!CENS •'o p®♦ YY9�DSOR CONNEC11Ctlf �♦ JOSEPH LANE ESTA TES SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 9-13-04 ADDED AS-BUILT HOUSE, U71LI77ES AND GRADES 0 L •�;►'e`®® +�'•;,,, ►eeee WILSON M.ALFORD,JR.,P.E.&L.S. �•,,,,,,s - SHALL CALL 1-800-922-4455 AND HAVE THE LOT 8 UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 107 JOSEPH LANE SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT. DATE: MAY 6, 2004 ry D:M04040-08 P:M03101 FOLDER:MANNARINO FILE:MANNARINO-JOSEPH LANE 2000037 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 01/29/2020 GIS ID:48000107 FEE: 216.00 MUNIS APPLICATION# 202000123 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: GLASCO HEATING&AIR CONDITIONING ADDRESS: 107 JOSEPH LANE ADDRESS: 56 GLENDALE RD + OWNER: CARVALHO MARCELO&EILEEN 107 JOSEPH LANE SOUTH WINDSOR;CT 06074-2416 DESCRIPTION OF WORK: GAS FURNACE,HEATING AND A/C SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/29/2020 8:05 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE