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HomeMy WebLinkAbout11 VINTAGE LN APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Applicati ereb : BUILDING DEPARTMENT 50()6{2 Ap . V 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date wilding Inspector SObo�7 Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 F±Tenamt Over$1,000= Street Lot No. $15.00 per$1,000 or any fraction thereof ignation Apt.No. APPLICANT APPLICANT ADDRESS A"s APPLICANT'S PHONE# 3 SB z - S 3 r- OWNER OWN SF q� OWNER ADDRESS OWNER PHONE ((( C = ESTIMATED COST$ `�� ,.] U IS THIS A CONTRACT COST? Yes FEE ENCLOSED$ I S TYPE OF JOB: �SOR•COS New Installation teration/Addition/Repair ; -Ot 15L y�+1 Revised 03/05/10 APPLICATION FOR HVAC PERMIT(Continued from ieverse side) TYPE OF S STEM: TYPE OF BUILDING: ATING ❑ RESIDENTIAL ❑ A/C ❑ COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRLES V LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC 3"WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP.OUTSIDE o °F INSIDE -7 Z- °F DIFFERENCE��OF TOTAL HEAT LOSS(BTUH) �2 °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH)T TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY ❑ GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK �� 311L� � f y3L:�. �'x!Z-n[:� ,"'2 1 fey.-r L i.�SL•aL/ �gr.�� 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. TYPE STATE SIGNATURE OF F DATE MaxPro 196 High Street New Britain,CT 06051 Heat Load Summary Report for Perfectview Room Square Heating Loss Hydronic Heat Latent / Sensible Cooling Gain Cooling Cooling Name FL BTUH Linear FL Gain BTUH BTUH Tons CFM addition 375 3752 6.25 694 /2458 3152 0.26 105 TOTALS 375 3752 6.25 694 / 2458 3152 0.26 105 Disclaimer These computed results should be treated as estimates only and should be viewed as only one of the many tools required for a professional installation.The installing contractor's experience and expert judgement are also major factors in sizing and installing a complete system. The weather,customer usage,duct installation,and structure design may vary on each estimate and should be taken into account.Correct system sizing is based on the systems ability to meet both latent and sensible heat requirements,not just total BTUs. Prepared 3/9/2015 using O'Brien Quick Loads Pro-Version 1.01 -SN:QP-070101-40089 MaxPro 196 High Street New Britain,CT 06051 Duct Sizing Report for Perfectview Room 1 of 1 Room Specifications: addition Calculated Results and Default Values Room Length(Ft.) 25 Area of Room(Square Feet.) 375 Room Height 7 Area of Room(Cubic Feet) 2625 Room Width(Ft.) 15 Heating BTUH This Room 3752 COOLING BTUH THIS ROOM 3152 Air Handler Design CFM Per Ton 400 Minimum Air Handler CFM 105 CFM FOR THIS ROOM 105 Single Run Room Duct and Grill Size Multiple Run Room Duct and Grill Size Supply Round Duct Size(In.) 7"Round Metal (To keep room supply CFM under 200 per run) Supply Grill Size(In.) 124"Supply Grille Supply Round Duct Size(In.) — Retum Round Duct Size(In.) 7"Round Metal Supply Grill Size(In.) — Return Grill Size(In.) 104"Return Grille Number of Runs Required — CFM per run — Single Central Return Air Duct and Grill Size Multiple Central Return Air Duct and Grill Size Return Duct Size(In.) 7"Round Metal Return Duct Size(In.) 6"Round Metal Return Grill Size(In.) 104"Return Grille Return Grill Size(In.) 10x4"Return Grille Number of Runs Required 2 CFM per run 52.5 Duct Sizing Specifications-Supply Supply Ducts Supply Grills Supply Ducts Supply Grills 0 to 50 CFM 5"Round Metal 8x4"Supply Grille 276 to 350 CFM 10"Round Metal 14x8"Supply Grille 50 to 100 CFM 6"Round Metal 104"Supply Grille 351 to 600 CFM 12"Round Metal 12x12"Supply Grille 100 to 150 CFM 7"Round Metal 12x6"Supply Grille 601 to 900 CFM 14"Round Metal 18x10"Supply Grille 151 to 200 CFM 8"Round Metal 12x6"Supply Grille 901 to 1200 CFM 16"Round Metal 18x12"Supply Grille 201 to 275 CFM 9"Round Metal 144"Supply Grille Duct Sizing Specifications-Returns Return Ducts Return Grills Return Ducts Return Grills 0 to 50 CFM 5"Round Metal 8x4"Return Grille 901 to 1000 CFM 19"Round Metal 24x18"Return Grille 51 to 100 CFM 6"Round Metal 10x4"Return Grille 1001 to 1200 CFM 21"Round Metal 30x18"Return Grille 101 to 125 CFM 7"Round Metal 104"Return Grille 1201 to 1400 CFM 23"Round Metal 24x24"Return Grille 126 to 175 CFM 8"Round Metal 124"Return Grille 1401 to 1500 CFM 24"Round Metal 36x18"Return Grille 176 to 225 CFM 9"Round Metal 12x8"Return Grille 1501 to 1600 CFM 25"Round Metal 36x18"Return Grille 226 to 300 CFM 11"Round Metal 12x10"Return Grille 1601 to 1620 CFM 26"Round Metal 40x18"Return Grille 301 to 400 CFM 12"Round Metal 16x10"Return Grille 1801 to 2000 CFM 27"Round Metal 36x24"Return Grille 401 to 500 CFM 14"Round Metal 18x12"Return Grille 2001 to 2500 CFM 31"Round Metal 48x2O"Return Grille 501 to 600 CFM 15"Round Metal 20x12"Return Grifle 2501 to 3000 CFM 34"Round Metal- 48x24"Return Grille 601 to 700 CFM 16"Round Metal 24x12"Return Grille 3001 to 3500 CFM 36"Round Metal 60x24"Return Grille 701 to 800 CFM 17"Round Metal 18x18"Return Grille 3501 to 4000 CFM 39"Round Metal 6040"Return Grille 801 to 900 CFM 18"Round Metal 20x18"Return Grille Room Notes Disclaimer The original factory round duct and grill sizes are based on a static pressure of 0.1 inch Mercury.The return grills are sized to approximately 2.7 CFM per Sq.In.of grill area.These are the values the program is shipped with.This program also allows the user to change the initial suggested sizes to those design sizes most suited or required in your area and we strongly suggest you do.While proper sizing is critical, sound judgement by professionals with proficient skill in design and installtion is also required to assure proper airflow. Prepared 3/9/2015 using O'Brien Quick Loads Pro-Version 1.01-SN:QP-07010140089 MaxPro " 196 High Street New Britain,CT 06051 Project Default Calculation Values for Perfectview Indoor/Outdoor Design Temperatures(Degrees Farenheit) Summer Winter Inside(Thermostat setting) 74 Inside(Thermostat setting) 72 Outside(Above ground): 97 Outside(Above ground 20 Outside(Below ground): 65 Outside(Below ground) 60 Unconditioned Space 97 Unconditioned Space 65 Above Ceiling(Attic/Crawl Space) 130 Above Ceiling(Attic/Crawl Space) 45 Concrete Slab(Ground temperature) 80 Concrete Salb(Ground temperature) 55 Unconditioned Basement 60 Unconditioned Basement 55 Below Floor Crawl Space 85 Below Floor Crawl Space 50 Design Conditions Insulation Values(U-Factors) Occupant Sensible Load(BTUH per person) 250 Exposed Walls(Above Ground) .080 Occupant Latent Load(BTUH per person) 200 Exposed Walls(Below Ground) .5 Duct Insulation Factor 1 Partitions .075 Duct Temperature Difference(Summer) 20 Roof/Ceiling .055 Duct Temperature Difference(Winter) 45 Floor(Above basement) .083 Space Humidity Difference Inside/Outside(Summer) 20 Floor(Concrete slab) .001 Space Humidity Difference Inside/Outside(Winter) 15 Floor(Between conditioned spaces) .287 Fresh Air Per Person(CFM) 2 Doors .500 Air Change Factor(Air change per hour) .5 Windows .900 Space Shading Factor .4 Air Handler Design Cooling(CFM per ton) 400 Hydronic Heat(BTUH per linear It 600 Duct and Grill Sizing Supply Ducts Supply Grills 0 to 50 CFM 5"Round Metal 8x4"Supply Grille 50 to 100 CFM 6"Round Metal 10x6"Supply Grille 100 to 150 CFM 7"Round Metal 12x6"Supply Grille 151 to 200 CFM 8"Round Metal 12x6"Supply Grille 201 to 275 CFM 9"Round Metal 14x6"Supply Grille 276 to 350 CFM 10"Round Metal 14x8"Supply Grille 351 to 600 CFM 12"Round Metal 12x12"Supply Grille 601 to 900 CFM 14"Round Metal 18x10"Supply Grille 901 to 1200 CFM 16"Round Metal 18x12"Supply Grille Return Ducts Return Grills 0 to 50 CFM 5"Round Metal 8x4"Return Grille 51 to 100 CFM 6"Round Metal 10x4"Return Grille 101 to 125 CFM 7"Round Metal 10x6"Return Grille 126 to 175 CFM 8"Round Metal 12x6"Retum Grille 176 to 225 CFM 9"Round Metal 12x8"Return Grille 226 to 300 CFM 11"Round Metal 12x10"Return Grille 301 to 400 CFM 12"Round Metal 16x10"Return Grille 401 to 500 CFM 14"Round Metal 18x12"Return Grille 501 to 600 CFM 15"Round Metal 20x12"Return Grille 601 to 700 CFM 16"Round Metal 24x12"Return Grille 701 to 800 CFM 17"Round Metal 18x18"Return Grille 801 to 900 CFM 18"Round Metal 20x18"Return Grille 901 to 1000 CFM 19"Round Metal 24x18"Return Grille 1001 to 1200 CFM 21"Round Metal 30x18"Return Grille 1201 to 1400 CFM 23"Round Metal 24x24"Return Grille 1401 to 1500 CFM 24"Round Metal 36x18"Return Grille 1501 to 1600 CFM 25"Round Metal 36x18"Return Grille 1601 to 1800 CFM 26"Round Metal 40x18"Return Grille 1801 to 2000 CFM 27"Round Metal 36x24"Return Grille 2001 to 2500 CFM 31"Round Metal 48x20"Return Grille 2501 to 3000 CFM 34"Round Metal 48x24"Return Grille 3001 to 3500 CFM 36"Round Metal 60x24"Return Grille 3501 to 4000 CFM 39"Round Metal 6040"Return Grille These are the current default system design conditions.These values can be adjusted by the user on a global or room-by-room basis.To review the actual values for a specified room,print the Detailed Load Analysis Report. It is not uncommon,particularly in complex or multi-story structures,for temperatures,U-factors,and other design conditions to vary between floors and or rooms. Prepared 3/92015 using O'Brien Quick Loads Pro-Version 1.01-SN:QP-070101-40089 MaxPro 196 High Street New Britain,CT 06051 Heat Load Detail Report for Perfectview Room 1 of 1 Room Specifications: addition Room Length(Ft.) 25 Sq.Ft windows facing NE&NW: — Watts Incandescent Light: — Room Width(Ft.) 15 Sq.Ft windows facing South: 8 Watts Flourescent Light: — Room Height(Ft.) 7 Sq.Ft windows facing SE&SW: — Duct Length from A/H to room: 15 Exposed Wall Length(Ft.) 25 Number of Exterior Doors: — Number of Large Electric Motors: — Wall against unconditioned room(Ft.) 15 Sq.Ft.Exterior Doors: — Average Electric Motor Horsepower: — Sq.Ft windows facing North: — Number of People in Room: 2 BTUH Appliance Sensible Heat: — Sq.Ft windows facing E&W: — BTUH Appliance Latent Heat: — Indoor/Outdoor Design Temperatures(degrees Farenheit) Summer. Winter: Inside(Thermostat setting) 74 Inside(Thermostat setting) 72 Outside(Above ground): 97 Outside(Above ground 20 Outside(Below ground): 65 Outside(Below ground) 60 Unconditioned Space 97 Unconditioned Space 65 Above Ceiling(Attic/Crawl Space) 130 Above Ceiling(Attic/Crawl Space) 45 Concrete Slab(Ground temperature) 80 Concrete Slab(Ground temperature) 55 Unconditioned Basement 60 Unconditioned Basement: 55 Below Floor Crawl Space 85 Below Floor Crawl Space 50 Applicable Temperatures: Above Ceiling:Attic or Crawl Space Below Floor:Unconditioned Basement Exposed Walls:Above Ground Design Conditions Insulation Values(U-Factors) Occupant Sensible Load(BTUH per person) 250 Exposed Walls(Above Ground) .080 Occupant Latent Load(BTUH per person) 200 Exposed Walls(Below Ground) .5 Duct Insulation Factor 1 Partitions .075 Duct Temperature Difference(Summer) 20 Roof/Ceiling .055 Duct Temperature Difference(Winter) 45 Floor(Above basement) .083 Humidity Difference Inside/Outside%(Summer) 20 Floor(Concrete slab) .001 Humidity Difference Inside/Outside%(Winter) 15 Floor(Between conditioned spaces) .287 Fresh Air Per Person(CFM) 2 Doors .500 Air Change Factor(Air change per hour) .5 Windows .900 Space Shading Factor .4 Air Handler Design Cooling(CFM per ton) 400 Hydronic Heat(BTUH per linear ft 600 Calculated Room Results-Summer Heat Gains Wall Heat Gain(BTUH) 503 Appliance/Elec Motor Latent Heat Gain(BTUH) 400 Ceiling or Roof Heat Gain(BTUH) 1155 Appliance/Elec Motor Sensible Heat Gain(BTUH) 500 Floor Heat Gain(BTUH) -436 Ventilation Latent Heat Gain(BTUH) 294 Glass Heat Gain(BTUH) 151 Ventilation Sensible Gain(BTUH) 544 Exterior Door&North Window Heat Gain(BTUH) 0 Summer Total Latent Heat Gain: 694 Solar Heat Gain(BTUH) 0 Summer Total Sensible Heat Gain(BTUH) 2458 Total Transmission Heat Gain(BTUH) 1373 TOTAL SUMMER COOLING LOAD(BTUH) 3152 Calculated Room Results-Winter Heat Losses Transmission Heat Losses(BTUH) 2301 Latent Ventilation Heat Losses(BTUH) 220 Sensible Ventilation Heat Losses(BTUH) 1231 Hydronic Heat(Linear Ft.) 6 TOTAL WINTER HEATING LOAD(BTUH) 3752 Calculated Totals for Entire Structure Size of Structure(Sq.Ft.): 375 Total Sensible Heat Gain(BTUH): 2458 Total Heat Loss(BTUH): 3752 Total Cooling Gain(BTUH): 3152 Total Hydronic Heat(Linear Ft.): 6.25 Total Cooling Requirement(Tons): 0.26 Total Latent Heat Gain(BTUH): 694 Total Cooling CFM: 105 Disclaimer These computed results should be treated as estimates only and should be viewed as only one of the many tools required for a professional installation.The installing contractor's experience and expert judgement are also major factors in sizing and installing a complete system. The weather,customer usage,duct installation,and structure design may vary on each estimate and should be taken into account Correct system sizing is based on the systems ability to meet both latent and sensible heat requirements,not just total BTUs. Prepared 3/9/2015 using O'Brien Quick Loads Pro-Version 1.01-SN:QP-070101-40089 BIIILDIFG PB1tMIT STATBOF CONNEC17CUT WOPJKM.OOMPENSATTOO COMMISSION Banding Permit Affidavit for Property Ovmers or Sole Proprietors (Conn.Gen..S(at$31 M) Property located at In the town of S���ti Cj,,,idSo� . ' Name of building parfait applicant: ;K -- Please check one: - 1. Iam the owner ofdw above property. ' 2.vi am the solap opricWofa basiniss. 2A.Nmeofbusinew _?C, - 2B..Fedetxl Bmployw.IdenMcadw Number TBQI) ..:............................................................................:...................:.......... e,..... .� Pursuant to§312866,'a.property owner or sole propiietar[who]intands to act as' general c�ontraclar or prise l emplayer"Wray provide dthera catficabe of werkaa'eompacsatian , iaswanoe or a Nwordnotariaod affidavit...stating dW he will requirc proof of wakW " oompensatioa iaturaaoe for an t>yo$e emplay�od oa th4 jpb sibein accordance with this chapter:' Please check - 1. I do..not rotund to act as a general cones cr principal employer. �[Siga ' p berej S licaat 2._I i to actas-a ppetatcontractarorprincipal employer.Appl6atmust dither plrovide a certifmate of*O dMw compensation insumce or sign the affidavit btolow: ,......N....N.....N.........N...........N.N.�................N.N.�......N...................N......... N.N AWdswit .I het+obi►swear and attest�I writ rccjnire proof ofa�oricas'ecmpe�atiodinscuaaoe for every oarshactorx svb or,or od*vakw befbry behhe ages in wank an the devi proparty in ao=dswc witli th&oiioas<Compaaation Act(( sptea5b . 19 11"Mand thief Oarsuant to$31-275.G,(3.5.,. .cf'a-emporadon and partners is a partaerhj*p mgy¢lest to bo vccloded frdni coverage by.filing a-viivecwidi tho.appropciate Dht U.OXwc;-aW that s aole pupdoo�r ota business is not aquhvd to'have.00verage unless he ii files his iatedt to.aci ept covecag+e. Sigaatas+a of app wi d Sobscr<bod and sworn to before me this day of ,200 . (Notary Public!CmnmMoner ofthe Superior Court) DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is here TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT RO 1540 SULLIVAN AVENUE Bldg.Permit# .J451 _ 644-2511 EXT.230 OD j (Date) (Building Inspector) Application must be printed or typed FEE SCHEDULE Location f Job: $0-$1,000=$15.00 Street No. Street Lot No. Over per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT r7 APPLICANT ADDRESS � In 6:n G� cz�ne 2 APPLICANT PHONE# 76-- �ovi N St OWNER x S� Al e OWNER ADDRESS L 4 0 4" OWNER PHONE [' C ,'7 ESTIMATED COST $ J 0 O IS THIS A CONTRACT COST? YES NO FEE ENCLOSED$ TYPE OF/JOB: ' S0R•co V New Installation Alteration/Addition Repair Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES NO 0 BUSINESS CURRENT USE AND OCCUPANCY 0 ASSEMBLY O MERCANTILE FUTURE USE AND OCCUPANCY O EDUCATIONAL O FACTORY 0 STORAGE ENGINEER'S NAME PHONE 0 GARAGE 0 MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO. OF TOILETS STYLE NO. URINALS STYLE NO. OF BATHTUBS NO. OF SHOWERS NO. OF LAVATORIES NO.OF CONDUCTORS SIZE NO.OF STACKS SIZE AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES O 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 4=L 111 "_6/'1w1 r2 i l e 4 UG lc! Ci '1=�1 D �.t/e� L- ) SP_ t.✓a A P U C 0,14 Pc -L la e x t,!�L l a7— T-rt114T- f 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. TYPE/ 7 STATE SIGNATURE OF APPLICANT DATE APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APP!tD�f 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Per # -j5UU D5 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 F�� Over$1,000= No. �- Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT SQ ( L� e c�' r" tiL L L APPLICANT ADDRESS L( b CQ n .N C+ D ,Z APPLICANT'S PHONE# �, D 7 p OWNER 'SOW N < OWNER ADDRESS 11 �'h.�r LGt•� S. �✓; d t C�-- Gj OWNER PHONE C ESTIMATED COST$ IS THIS A CONTRACT COST? lYes No - FEE ENCLOSED$ � ° ` TYPE OF JOB: " �SOR•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 ZRESIDENTIAL CURRENT USE AND OCCUPANCY e r V eh c e ❑ BUSINESS O ASSEMBLY FUTURE USE AND OCCUPANCY S:0( -H C c_ O EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE O FACTORY O STORAGE ADDRESS ❑ GARAGE O MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A IC CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK LA y� ,�b v,.,,, o v{ a �� — �rc PSI and C ( — -Sc-,Jc k ✓�� THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT V C DATE l Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 11 Vintaqe Lane Date: i3 UL HVAC # // 70� Sprinkler# 29341 FINAL � -- - - --- 2 9 3 41-- -- ----- - - Estimated Cost $ � Buildin 03 Permit Fee $ U En inee in COMPLETE RED BOXED AREAS Occupancy Fee $ ICU TYPE OR PRINT ONLY Affidavit Eng. Insp. Fee $ Appr. for C SIGN ON REVERSE SIDE -- ------ - Total Fee $ /S/0 TO THE BUIL ING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: 9,3 5- & p3 Applicant "cation of Work t r Vbt No. Applicant's Address 4, Tel.# u —I Town `_moo Zip Lic.# d Owner �rl i^"�'— Architect Owner's Address Architect's Address Zip Zip Sq. Ft. New Area: 1st FI. ,*)O 5 2nd FI. )5&a 3rd FI. Total New Area _3&6 Purpose of this permit L4. 6T (L-y City Water❑ Wello Septic System❑ Sewero— Ins: HO SP Cert. Area 317 Basement Garage Approved by 3/1C _ Date Itz Use Group V`( Construction Type 53 Revised 6102 I hereby agree to conform to all the requirernents 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 is bu'ik V and its use is allowed. `Signed 1� 4QL l I hereby apply for a Certificate of for the n this'bed i for the permit. �Signed 4v DO NOT WRITE BEJW THI INE INSPECTION COMMENTS Inspection / Approval Date By Appl ' Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-29341-B 100,000 B01 FOOTING 12/23/02 CJD A B02 FOUNDATION 01/09/03 CJD D NOT READY B02 FOUNDATION 01/10/03 WNB A WATERPROOFING,DRAINS ,LEFT STICKER. B05 FIREPLACE/CHIMNEY 04/10/03 CJD A B03 FRAMING (ROUGH) 04/15/03 JFF A WITH JOHN JACQUES NEED MICRO SPECS TO SUBMIT E01 SERVICE 04/15/03 JFF A WITH CONTRACTOR OK TO RELEASE TO NU E03 ROUGH 04/15/03 JFF A WITH CONTRACTOR P03 ROUGH 04/16/03 JFF A VENT AN WATER WITH CONTRACTOR IMPERIAL PO4 GAS TEST 04/16/03 JFF A GAS LINE TO 2ND FLOOR UNIT WITH CONTRACTOR B03 FRAMING (ROUGH) 04/16/03 JFF LEFT MESSAGE FOR JOHN JACQUES BOLT GARAGE MICRO 4 PIECE B04 INSULATION 04/21/03 JFF A WITH CONTRACTOR PO4 GAS TEST 06/05/03 JFF A WITH TIM IMPERIAL LEFT APPROVAL STICKER **-11706-H 15,550 **-11206-P 3,000 **-18218-E 4,500 Total Est Value 123,050 Dwelling 3,657 176,559 96 Basement 2,095 29,749 00 Garage 864 12,268 80 Smoke Det 7 525 00 BOCA Value 219,102 76 Difference 96,052 76 - l � 1 ti .i DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application ' BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# U ,,s 644-2511 ext. 230 C� 3 c f Date u ding Inspector Application must be printed or typed Location of Job: FEE SCHEDULE FTenant $0-$1,000=Sim@ treet Lot No. Over$1,000= 9per$1,000 or any fraction thereof nation Apt.No. APPLICANT �- APPLICANT ADDRESS tr. ,cam APPLICANT PHONE# 7 OWNER OWNER ADDRESS JC ly "A a OWNER PHONE C ESTIMATED COST$ /J O O • O O IS THIS A CONTRACT COST? XYes 0 No FEE ENCLOSED$ 7 S O TYPE OF JOB: SOR•CO 0 New Installation 0 Alteration/Addition/Repair Revised 8/99 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 ENGINEER'S NAME PHONE ❑FACTORY ❑STORAGE ADDRESS ❑GARAGE ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS�_ NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS�_ REMOTE DISCONNECT REQUIRED? ❑YES ANO 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 he—cJ � o ►.r�� moo ,� �� s�rviCc 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. TYPE STATE SIGNATURE OF APPLICANT DATE / O 3 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT 11,206 PERMIT# Application is hereby: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# APPROVED' 1540 SULLIVAN AVENUE 644-2511 ext. 230 Date Building Inspector Application must be printed or typed ,I Location of job L 1 VI S eet No. Street Lot No. FEE SCHEDULE Floor Apt.No. $0 - $1,000 - $12.00 Over $1,000 \ $12.00 per$1,000 OWNER ( v LLL or any fraction thereof n ADDRESS S ,x�S� OWNERS PHONE# APPLICANT C / N S F,q ADDRESS "\ \ 'P� 2� C/j .: ESTIMATED COST$ C IS THIS A CONTRACT COST? f YES NO FEE ENCLOSED $ f�Os � OR C E OF JOB: Original Installation Alteration/Addition/Repair Revised 10/96 APPLICATION FOR PLUMBING PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED TLLA- RESIDENTIAL WI BUILDING PERMIT APPLICATION YE" BUSINESS CURRENT USE AND OCCUPANCY ASSEMBLY MERCANTILE FUTURE USE AND OCCUPANCY EDUCATIONAL INSTITUTION FACTORY ENGINEER'S NAME PHONE STORAGE GARAGE ADDRESS MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION 2 /21 i� SIZE OF MAIN DRAIN y 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 WINDO /NO SIZE OF WINDOW 2- 2_ IF NONE C.F.M. OF VENTILATOR SIZE OF DUCTS "WERR SEPTIC TANK SIZE OF WATER MAIN 1 SIZE OF WATER PIPING&RISER _ WATER HEATER \ TYPE MANUFACTURE S4 �lC, TANKS SAFETY DEVICES TEMPERATURE CAPACITY RELIEF VALVE S TEST PRESSURE 2-�(3 WORKING Pt\LL PRESSURE RELIEF VALVE \ S 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. NAME STATE LICENSE NO. TYPE SIGNATURE OF APPLICANT PHONE NO. (: IA \- 2S�\ 2 SIS- DATE 2L \' O 3 DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WIlVDSOR PERMIT# Application is hereby: 11706 BUILDING DEPARTMENT APPROVED Bldg.Permit# 1540 SULLIVAN AVENUE 644-2511 ext. 230 �23 Yl Date Bui ing nspectc r Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 ffYe—nant Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT -4DA546,*6 WZ IXe, APPLICANT ADDRESS �� S'EA tq}t/E 7 �it/PSa7Ci 6 T 060 7sL. APPLICANT PHONE# , W N $F,q OWNER ✓fK¢Y/Ed Ga�t/�l,G[G- OWNER ADDRESS L7 �a22tlO�� duly !,c%MIPg .` r; OWNER PHONE 0 C ESTIMATED COST$ IS THIS A CONTRACT COST? Yes _No �G FEE ENCLOSED$ SOR.�CO�� TYPE OF JOB: New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: SEATING Cl RESIDENTIAL INz9'AfC ❑COMMERCIAL 0 VENTILATION 0 INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE O OF INSIDE Z°F DIFFERENCE_70 OF TOTAL HEAT LOSS(BTUH)&g (HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) GROSS HEATING CAPACITY(INPUT BTUH)-200,d= NET RATING(OUTPUT-BTUH) 17.1 TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION:0 INSIDEO OUTSIDE CAPACITY -gGAS-INPUT.,?n� LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP.OUTSIDE OF INSIDE I o OF DIFFERENCE ZS OF TOTAL HEAT GAIN(BTUH)fq(PIEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) •?-f�E/L Friru�KEs ff 1MPD /o o✓Zo -� cANowclwa avers 11Ac 44L �K�¢ ram, 1 TONNAGE -7 'Toga(COOLING CAPACITY(BTUH) 90M VENTILATION DESCRIBE ALL AIR HANDL-ING�jQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) Fui„�sgad� h� &re- 0-- c mch - TOTAL SIZE OF SYSTEM(CFM) 2ecc 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. 30 6 5/1/ Cr CONTRACTORS LICENSE NO. TYPE L' STATE 4 5- SIGNATURE OF APPLICANT jj%� r DATE 4-4-03 VINTAGE HILLS, LOT #15 HVAC LOAD ANALYSIS for n� APR a z � South Windsor BUILDING DEPARTMENT Prepared By. Michael Delasco Delco Air, Inc. 11 Sea Pave Road. South V*Kisor,CT 06074 (860)282-0811 01-02-1997 I �-._ �, .,..�..� t..% -3 .4 ��w.:♦�./'� IiNA�L�M!.he9r!!n: :1)�f! .......................... Y!!!�!!1 -Ri1VJ[G=�tl i1�M1{„ 'Cadii il. s iva: ^ ti s.� n�K:LnCm.apay�w.. P :i: ham' Y: Project: Vintage Hills, Lot#15 Company: Delco Air, Inc. Client Reproaentat1m, Michael Delasco Address: Address: 11 Sea Pave Road. Cry. city. South Windsor,CT 06074 Phone: Phone: ,__ (860)282-0811 Fax Fax (860)528-9690 Comment Dea7�n Dada Project Name: Vintage Hills, Lot#15 Reference City: Hartford,Connecticut Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 19._Feet . Elevation Sensible Adj. Factor t.000 a Elevation Total Adj. Factor. 1.000 Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum. Dry Bulb Difference Winter. 7 WA N/A 72 WA Summer. 88 73 50% 75 33 Total Building Supply CFM: 2633 CFM per square foot 0.624 Square feet of room area: 4,222 Square feet per ton: 870.982 �iiiidlitg Loads: Total heating required with outside air. 162,635 Btuh 162.635 MBH Total sensible-gain: 44,790 Btuh 94 % Total latent gain: 2,722 Btuh 6 % Total cooling required with outside air. 47,512 Btuh 3.959 Tons(based on sensible+latent) 4.847 Tons(based on 77%sensible capacity) :Notes Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. 1�MVJ�C�I� IMIMI i 1!I lit CiM1w1�►0b1 .V�i .. T!NQI ... . ^::t 2:: i�:tarsns: ircw.a s iu+c: :i: .vmp.. :111lril .1ill :7dfir62! 3� rota iiiI iair Component Area Son. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3D Window Double Pane Low Emit Wood Frame .361 8,470 - 0 6,354 6,354 11A Door Metal Fiberglass Care 42 -805 0 198 198 13H Part R-19+UY GypsumBoard(R-0.5) 2,749 5,360 0 1,320 1,320 16A Ceiling No Insulation 1,972 76,780 0 24,991 24,991 16G Ceiling R-30 Insulation Z250 4,826 0 2,747 2,747 19A Floor Over Basement/Encl Crawl Hardwood No Insulation 1,972 19,996 0 0 0 Subtotals for structure: _ 9,346 116,23 0 35,610 35,610 7 Active People: 0 0 0 0 0 Inactive People: 0 0 0 0 0 Appliances: 0 0 0 0 0 Lighting: 0 0 0 Ductwork 0 27,106 0 7,465 7,465 Infiltration:Winter CFM:270.0, Summer CFM: 120.0 403 19,292 2,722 1,715 4,437 Ventilation:Winter CFM:0.0, Summer CFM: 0.0 0 0 0 0 0 Sensible Gain Total: 44,790 Temperature Swing Multiplier X1.00 Building Load Totals: 162,63 2,722 44,790 47,612 5 ................................ Chdtk:Fl ar�si::::::::: Total Building Supply CFM: 2633 CFM per square foot: 0.624 Square feet of room area: 4,222 Square feet per ton: 870.982 Ulldii�:l dkds ::::::::: Total heating required with outside air. 162,635 Btuh 162.635 MBH Total sensible gain: 44,790 Btuh 94 % Total latent gain: 2,722 Btuh 6 % Total doling required with outside air. 47,512 Btuh 3.959 Tons(based on sensible+latent) d.8d7 Tons(based on 770A sensible capacity) Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads. iviic= . ?g«i oiii....iwi►i�i i r! ji!e!; i i i i !!!! !�±t Rl +�!!! :u,tana: s �: s4. :wdf 'aloes:S�rlo�ild.:iYii"►. fitait�± ! Ro�oii t+ + .............. . .... .. .... ..................... ..................... PP'.!. Room Length: 75.0 Feet System Number. 1 Room Width: 30.0 Feet Zone Number. 1 Area: 2,250.0 Square Feet Supply Alr.... 1,000 CFM _ Ceiling Height 8.0 Feet Required Vent Air: 0 CFM Volume: 18,000.0 Cubic Feet Actual Winter Ventilation Air. 0 CFM Number of Registers_: 8 %of Supply: - - 0 % Runout Air. 125 CFM Actual Summer Ventilation Air. 0 CFM Runout Duct Size: 7 Inches %of Supply: 0 % Runout Air Velocity: 468 Feet/Minute Actual Winter InMation Air 270 CFM allot. Design Loss: 0.100 in.wg/100.Ft Actual Summer Infiltration Air. 120 CFM allot. Actual Loss: 0.126 In.wg/100 Ft item Area -U- Htg Sen. Cig Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N-PART 13H 75 X 8 438 0.060 1.9 854 0.5 0 210 E-PART-13H 30 X 8 240 0.060 1.9 468 0.6 0 115 S-PART 13H 75 X 8 600 0.060 1.9 1,170 0.5 0 288 W-PART-13H 30 X 8 240 0.060 1.9 468 0.5 0 115 N-DOOR-11A 3 X 7 21 0.590 38.3 403 4.7 0 99 N-GLAS-313 2-13 0-0 S-1 100%S 66 0.361 23.5 1,549 17.6 0 1,162 N-GLAS-31)2-P 0-0 S-1 100%S 9 0.361 23.5 211 17.6 0 158 N-GLAS-31)2-13 0-0 S-1 100%S 61 0.361 23.5 1,431 17.6 0 1,074 N-GLAS-3D 2-P 0-0 S-1 100%S 5 0.361 23.5 117 17.6 0 88 UP-CEIL-16G DARK 75 X 30 2,25a. —0.033 2.1 --4,826 .---1:2 0 2,747 Subtotals for structure: 3,930 11496. 0 6056 5 Infiltration:Winter: 270.0, Summer. 120.0: 162 119.08 19,292 10.586 2,722 1,715 6 Ductwork: 0.200 6158 0.200 0 1554 Active People: 230 lattper,300 sen/per. 0 0 0 Inactive People: 150 lat/per,250 sen/per. 0 0 0 Appliances: 0 0 Lighting 0 Sensible Gain Total: 9325 Temperature Sluing Multiplier. X1.00 Room Totals: 36,947 2,722 9,325 i i ' 1liMNll4=1liiMiY i liKACL ;i:....... i:...... ..... .. 1►!1! !�)!!!1i;ilfi Icb!!1�!!!1f!!� Mrl!:!►i!r!!!► :: . ....,.. ...... ......... ..... . ::ikNN i XK.`.:::.....................:::::..........:::.........;ii........ ...................... L]htl1S.. t: a ! � r. >Si ............................................................. .. .. .. ...:......... ...................... wit S�tio�Mld.:1AA: :2 tower.Level:::::::::: Room Length: 58.0 Fee Systiem.Number. 2 Room Width: 34.0 Feet Zone Numbei:- ';._ 2 .. Area: 1,972.0 Square Feet Supply Air: - 1,633 CFM Ceiling Height 8.0 Feet Required.Vent Air 0 CFM Volume: 15,776.0 Cubic Feet Actual Winter Ventilation Air. 0 CFM Number of Registers: 14 %of Supply: 0 % Runout Air. 117 CFM Actual Summer Ventilation Air. 0 CFM Runout Duct Size: 6 Inches %of Supply: 0 % Runout Air Velocity: 594 Feet/Minute Actual Winter Infiiitraation Air: 0 CFM alloc. Design Loss: 0.100 in.wg/100 Ft Actual Summer Infiltration Air. 0 CFM alloc. Actual Loss: - 0.251 In.wg/100 Ft Item Area -U- Htg Sen. Cig Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N-PART 13H 58 X 8 223 0.060 1.9 435 0.5 0 107 E-PART 13H 34 X 8 272 0.060 1.9 530 0.5 0 131 S-PART 13H 58 X 8 464 0.060 1.9 905 0.5 0 223 W-PART 13H 34 X 8 272 0.060 1.9 530 0.5 0 131 N-DOOR-11A 3 X 7 21 0.590 38.3 403 4.7 0 99 N-GLAS-31)2-P 0-0 S-1 100%S 108 0.361 23.5 2,534 17.6 0 1,901 N-GLAS-3D 2 P 0-0 S-1 100%S 82 0.361 23.5 1,924 17.6 0 1,443 N-GLAS-313 2-13 0-0 S-1 100%S 30 '0.361 23.5 704 17.6 0 528 UP-CEIL-16A LIGHT 58 X 34 1,972 0.699 38.9 76,780 12.7 0 24,991 FLOOR-19A 34 X 58 1,972 0.312 10.1 19,996 0.0 0 0 Subtotals for structure: 5,416 104740 0 29554 .5 Infiltration:Winter. 0.0, Summer. 0.0: 241 0.000 0 0.000 0 0 Ductwork: 0.200 20948 0.200 0 5911 Active People: 230 lat/per, 300 sen/per. 0 0 0 inactive People: 150 fat/per,250 sen/per. 0 0 0 Appliances: 0 0 Lighting 0 Sensible Gain Total: 35465 Temperature Swing Multiplier: X1.00 Room Totals: 125,68 0 35,465 9 ...... 1N �.Mdi: !::t S is :I rrta.*(:e : _ Ie+rie wii .. :iits+a: va' .!!. . re3i:: =i is f!!!,. 'bea : ! n, R? tl�f0 #$f1114i1d�'Rp!4 - .................................... ..................... ..................... ............................................................. Sy tem#t Rvom Loaod:Sumary; Htg Htg Run Run Cig Clg CIg­Zone Cig Air Room Area Sens Nom Duct Duct Sens Let Nom Adj Adj. Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM —Zone 1— 1 Upper Level 2250 36,947 1,000 8.7 468 9,325 .2,722 1,000 1.00 424 1,000 System 1 Totals 2250 36,947 1,000 9,325 2,722 1,000 - 424 1,000. Main Trunk Size: 16x12 in. Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.004 77%/23% 9,325 2,722 12,047 Recommended: 1.009 77%23% 9,325 2,785 12,110 f- s. • , iuei�:ii' s iuc: :; :;; ;: $.. ta.. `:aioe : gat: i mow. ....................................................... ..................... Room $f 111161'y R±*84�45 System�.Rcioai l.................ary, Htg Htg Run Run Clg Clg Clg Zone Clg Air Room Area Sens Nom -Duct Duct Sens Let Nom _ Adj Adj Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM Fact CFM CFM —Zone 2- -2 Lower Level 1972 125,689 1,633 1" 594 35,465 0 1,613 1.00 1,613 11633 System 2 Totals 1972 125,689 1,633 35,465 0 1,613 1,613 1,633 Main Trunk Size: 18x16 in. ................................................................ ........................... ........................... ... .... . ........................... Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 2.955 100%/0% 35,465 0 35,465 Recommended: 3.838 77%/23% 35,465 10,593 46,058 A Shirley Wilhelm -_CRS Approval Confirmation: Request No. 251619 Page 1 From: <clpsvc@nu.com> To: <WILHEL@SOUTHWINDSOR.ORG> Date: 4/15/03 2:28PM Subject: CRS Approval Confirmation: Request No.251619 Your approval of the following CRS Request has been successfully processed. CRS Work Request M 251619 House No: Lot No: 15 Street Name: VINTAGE LN Town Name: SOUTH WINDSOR, CT Inspector: JOHN COLLINS Approval Date: Apr 15, 2003 SITE COMPLIANCE CHECKLIST DEC 1 ZOO2 TOWN of SOUTH WINDSOR, CONNECTICUT 11 VINTAGE LANE LOT_#15 Reviewed By 3.5D g01I �Pl�annin�q) PT. JACQUES CONSTRUCTION LLC Date Reviewed i.� /L��� App 67 RIDGE ROAD,SOUTH WINDSOR,CT Reviewed By Nf21, BP_#_29341_ Ph_#_432-1823 Date Reviewed_ 17'h 1 Z— pprove Denied Date Submitted 12/16/02 ***** FOR BUILDIIIG PERt -** 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 Apprpved Denied N/A 1/ 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 0 4 Plot Plan at 1" = 4S" 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 a 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 V DR? rl g Tentative utility location (gas, water, electric, septic system etc ) 1� 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 V 6 Special Planning & Zoning, Inland/Wetlands considerations (Plans on file w/Town Clerk) COMMENTS .11,, 79' P��t �'�i= 'Th e,-5a � �(fLV of ��p� ���•� � l�ovS� SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 11 VINTAGE LANE LOT_#15 Reviewed By ering) JACQUES CONSTRUCTION LLC Date Reviewed G A prove Denied 67 RIDGE ROAD,SOUTH WINDSOR,CT Reviewed By lanning) BP_#_29341_ Ph_# 432-1823 Date Review 7L —a Approv /Denied Date Submitted 00/00/00 ***** FOR C o O *** As required in the Zoning and/or Subdivison 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 L� c electrical & telephone ✓ d. water ✓ e -other 6.45 ✓ 5 Sewer connection charge paid ✓ 6 Appropriate certification 7 Bonding 8 Planning & Zoning/ Inland Wetlands Considerations A. Lighting B. Signage Freestanding Wall C. Fee in lieu of Open Space Sewer Permit No. Pav Exc # COMMENTS Status Location of Job: AFFIDAVIT Additional Fee$ 1455. • State of Connecticut ss.South Windsor County of Hartford 11 ttpp ,��''ner 1 of C 1/�5 �Ngent for the building erected Contractor under Permit No. 2 93 4 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 authorize nder said permit id not exceed the most current accepted BOCA value of$ 219,102. Signed '�/I Subscribed and sworn to before me this day of A.D.20 Estimated Cost$ 12 3 ,0 5 0 . _. Difference: $ 96, 952 , "I Notary Public uaLea May 1�3, 1960 and re ii, Page 163 - 64 of the South Windsor Land Record • buyer agrees and assumes to pay all taxes prese instant premises as part consideration for the p S. rd premises are conveyed subject to any and all p e law, town ordinances, zoning regulations, build .strictions and any restrictions and easements as s description of the premises by metes and bounds :ion by an accurate survey. Holm 1.THIS MAP IS DEPENDENT ON THE YAP REFERENCED HEREON. 2.PARCEL ZONED RR MAP REFERENMI ,HUNDSOR. � � Lot #17 Lot #16 PREP MR 44COUES CONSTRUCTION.LLC DATED 12-3-01 REV.TO 7-16-02 3 I \ n I I BY OE S SION PROFESSIONALS.INC { ;'� ' V �9 \ _z ,P, S02'4518E -- - - / -- 356.82' Q �20' S.Y. I X3 54 1� Lot #15' �` 314,8 3 00 DO, _ 77,387 S.F. _, - `3 O 1.77 Ace 3 3 .2 ~ / 2/ \ IN, \\ \ (� �3 13#12 N .1'R6.4 2(INr32.02 / 2.0 5''))C, 3 I \ / 6.4' IO O 32;1 9 X320 5 NI i I Ar7 �X \ 1250 GALLON SEPTIC TANK " -8' b"<3 2.0 X 10.4 'z- INV OUT.31& { I/ Z INV WT.318.00 11 TNERESA GED RIM / o-Box s 80 4 00 C14 I LJ i 321S INV IN:320.os 0 36.7' I g, INV 00 / W WT:319.88 / o I o r PULP CHArER / h 6 � \\ o k3 ,3 Fyas."N oRivEr k \ I W r` �10 '� i ___ u-- C6 I a T. I - - - - - - - - - - -318— 3&3_66- -- a — I - -- -- X317,2 S02'45'18"E I I X316.2 � M 20' STREET TREEIN FAVORTFIFIC EASEMENT Lot #14 SOIJTH WINDSOR THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE MATH SECTIONS 20-3DOb-1 THRU 20-300b- D 10' EASEMENT IN OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE FAVOR OF CL&P STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. THI SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2_ TO -BL11 I MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. 12882 RICHARD P. MARTEL LIC.No. Imf.OW IIB-pLf Tel. 860.291.8755 I.UNLESS OTNfRgSE WED,DOTING UTILITY REVISIONS GRAPHIC SCALE Fax 860.291.6757 Pnpand for. o SHEET LOCATSHOUIL B AS slloR ARE BASED ON ,� 40 ®sign Vintage HI& Estates„ LLC 1-OCA710N WWI 1 AVAILABLE WORMA70L ALL EXISTING UTIUM ��VERIFIED PRIOR TO, Sofessionals, Inc. 2 ALL UTILITIES ARE TO BE STAND N 111E FIELD BY A UCENSED LAND SURVEYOR PRIOR 7D a CONSTRUC3IS INVALID UNLESS IT BURS THE 1 6/26/03 AS-BUILT SEPTIC ACS C civil engineers• planners survyors Lot #17 — it Vintage 4mo auw ar. AFM AV An:14"-15 �F OF WRIEEM1 SEAL AND owcnXL�VEym NO. DATE DESmPnoN BY inch = 40 feet ■ 1•ndsc•p• architects • gla •gps SOUTH WINDSOR CONNECTICUT Or. � DA7[e/2"m 1►IE PRafESSaI/At ENcrIEER 165 South Satellite Road, South Windsor. Connecticut 06074 n �C�gII� JUN 4" 6 2003 South Windsor BUILDING DEPARTMENT 0,17 wrm Ajar, till rd r iv J­p"" NOTES: 1.INS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. 2.PARCEL ZONED RR rp MAP M %WAOE H�ILLS.SO e UTH MNDSOR.CONNECTICUT. PREPARED FOR `� Lot #1 7 Lot #1 6 l I �► ' W JACOUES CONSTRUCTION.LLC DATED 12-3-M REV.TO 7-15-02 I BY DESIGN PROFESSIONALS, INC V 9! S02'45'18"E --356P2 . ' I- N 1 20' S.Y. ` — X3 5.4 a Lot #15 3 Do 0 77,387 S.F. �� , \ 314^ _ O \ 1.77 Qc ED PROPOS FENCE 36.3' J 1' r sH1ED e 1 y J1 TFV,3 3 \ \ =' F in6.4- 3. IN�:3#1.1212( 5�) \ �l o I TO IN r 372.02(�� MF.320.5 19. 2 7-� .0' IQ 3 11) I I I O O OPOSED POOL IQ I I 4 1 I In I C4 2.0 ^ry Z \ 1250 GALLON SEPTIC TANK N / I 0L,J \ INV IN:31&25 3 - O O < I / w \ INV OUT:316.00 /� co 2.5 f \ I - N II I �? D eox S N / 80•9' 4 00 TMf��A �1",M I'� N I / INV 1N:320 05 0 36.7 / \ i S INV OUT:319.88 CH / C , \I 0 5 1 PINV ump AP AMB� 16 7\ �3�1 O to �3�vN DRI V[ / I x t.\ t; 1 -- — — — O l _ .- - - - - - - - - - - -31B - - - - 363_©6- t -- _ _ — — X317.2 S02'45'18"E -. \ I X316,2 M �. c v_ni,y 20' STREET TREE EASEMENTIN tAVUR OF THL TOWN -< SOUTH WINDSOR ti�a y Lot #14 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3 -1 THRU 20-300b-20 �' J c OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - 'STANDARDS FOR SURVEYS AND MAPS IN THE 10' EASEMENT IN x iFt STATE OF CONNECTICUT, AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS. INC. THIS y FAVOR OF CldcP_ SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. _ a TO THE BEST OF MY KNOWLEDGE AND EF. THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. >- r 4 - ������/C10 n 12882 ry, fa 0 �.�`e " RICH TEL RC. No. Tel. 860.291.8755 PrNlpand for. SWEET 1.UKESS OTHER MIE NOTED.ExISTNG UTILITY REVISIONS Fox 860.291.8757 LOCATIONS AS SNOV„N ARE B,��, GRAPHIC SCALE esi n J1�c Fir AVAILABLE NFOMATION.ALL COSTING UTILITIES 40 0 20 40 Yiatage H`ff f/�7t�te, LLC LOCATM M 1 %10DTI T�RE TO PRIOR TO� rofessionais, Inc. * � T�� of 2 ALL UTILITIES ARE TO BE STAKED N 1T/E INTEND BY CONSTRUCTION.RUCTION NAND SURVEYOR PRIOR TO 2 9/15/04 PROPOSED POOL MHA LNt #0 - 11 Vint a Lade DRANN Br. AMA XV Aa:/I,70-15 a TwSPLANN ISIs NYAW�H m rt K","THE 1 6/2B/ol A6-BU6T 6EPTIC ACs civil en�lneers• planners . surveyor. g IMP/ICSOM WAL AND ORIONAL SIGNAil1RE 1 Inch s 40 felt - landscape architect* • !la •!Pa OF THE PROFESSIONAL ENGINEXR/IURVEYOR. NO DATE DESCRIPTION BY 165 South Satellite Rood South Windsor. Connecticut 06074 SOUTH WiNDSOR CONNECTICUT Br. Aar DAIS 1 41.T f it, South Windsor BUILDING DEPARTMENT to THE i4il. I'vo .:i stilll:i #01'411-Sv- fhis certiliL•d the: ING ;:I:r an-0 s:weificatlons at'tr.: ,piers W the proposod building or alterations to b• erected at i ` street tr)gether with amendments 140ted in application ane tiled with plan and 1 altrro to comply with all zoning. ;uil^.ing and state Laws and Stich orders as shall be :•.cued by the Building a.-partment during pendency J 0 fhis application and final issuance of a building permit.\'� �}�-. �[ , � 1� oo iigned this plan is approved subject to the condition that (, ard:is and ordinances regulating building shall be a.rr.plied with. Conditionally Approved Thew filed with Bui.ving inspector Clsrh ().to CERTIFICATION OF ZONING COMPLIANCE Proposed building(s), use(s) and/or structure(s) as shown on this plan appear(s) to be in conform=2nce with current South Windsor regulations. Variances and special exceptions may aF .;y. Date b in forcement Officer A P P R 0 VE TC,4",!t*1 OF SOUTH �;:;►JD.�;Jr`2 ENGihE Ri,q DEPARTht=�tT �? 4� DATE: n SIG.. Town Of South Windsor Building Department Location Building Permit# ( o 9 SWIMMING POOL REQUIREMENTS: This list is not all inclusive;please refer to pool packet. ❑A 48"barrier will be provided to protect the pool access. Including a temporary fence for inground pools prior to filling. ❑Access gates will be self closing and self latching(if less than 54"high they shall be on the pool side and be protected within 18"of release mechanism). ❑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. ❑No receptacles within 10'of pool.(locking type receptacle for pool equipment must be at least 5' from pool and GFCI protected). ❑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. ❑Convenience GFCI receptacle shall be provided between 10'and 20'from pool. ❑Trench depth for 20 amp.circuit to pool equipment shall be 12"minimum. ❑A surface pool alarm shall be installed pursuant to Public Act 99-140. ❑All swimming pool pumps must be equipped with a time clock. ❑Heated pools require a pool cover unless over 20%of the heating energy is from non-depletable sources. REQUIRED SWIMMING 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 c Date 'Z>\.-7-0- Homeowner Signature Date 1 ' /7 " `� DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# AppliF,.Id : TOWN OF SOUTH WINDSOR E MIT# BUILDING DEPARTMENT IfT 1540 SULLIVAN AVENUE Bldg.Permit# NO 2 20� 644-2511 ext. 230 e7Date nspector Application must be printed or typed FEE SCHEDULE Location of Job: zz V $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation :X�pt.No. APPLICANT APPLICANT ADDRESS c�? 7 ef�k-) \j APPLICANT PHONE# O W N S E,q OWNER _r� 7L/7<,) OWNER ADDRESSL/ OWNER PHONE C ESTIMATED COST$ % 0 0 C) d x IS THIS A CONTRACT COST? Yes _No LG o �C/ FEE ENCLOSED$ SOR•C . o TYPE OF JOB: ?� New Installation _Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A BUILDING PERMIT APPLICATION? 0 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/WHUNG 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. Id' 3S— 9Z) ,I ©1-1;71�11 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE (, Ae/10 v t� W s k, �c 1540 SULLIVAN AVENUE• SOUTH WINDSOR, CT 06074 SOS°R•c°`�� TELEPHONE(860)644-2511 April 29,2005 Mr. Scott Purrington 11 Vintage Lane South Windsor, CT 06074 Dear Mr. Purrington: Pool season is,almost here. I would like,to'remind you that the Building Permit.#31079 for your pool is still open. State Building.Codes require the issuance of a Certificate of Use prior to using your pool. Please contact our office for a final inspection after setup, but before use of the pool. . All permits should be closed by May 31,2005. Should you have any problem meeting this date please send our office a letter stating the reasons. (The pool still can't be- opened). If the pool is opened without the benefit of a Certificate of Use, a caveat may be placed in the-land records stating Building Code Violations exist on your property. Please call Shirley at 644-2511 ext. 230 should you have any questions regarding this letter or to schedule the necessary inspections specified on the pool checklist. Our office hours are 8a.m. to 4:30p.m. Very truly yours, Christopher Dougan Chief Building Official BUILDING INSPECTION DEPARTMENT TOWN of SOUTH, WINDS OR,"CONN9CTICUT e � ..sue"• H,2, 3�z,:€ „.,,"-, C E R T I F.y>'T .0 'A)T<;'t O..)F 0"C,;:C; U, P 'A N C Y ZONE RR f,r ''s. 3 '.,'''�a '§' "�'y7(me 28 2005 This is to certify thdt;"n011 VINTAGE•. ,AN PiRtCTEi Mrider'permit No. 31079 conforms'substarit.ially .to t46-requiremeats:nf the Connecticut Basic Building coder.a'Yn 'the"zo. inq_:Y®'guYaG South Windsor ands is',;,,hgtebt,,,approved.>for,occupatcy:'as- hdicated below ;x > Approved for Occupah6)r�- TXGk6UN6''P"OOfw Use Group U Constr Type 2C BtiiIding;`0fficial Notice If this certificate li,s 'Ii�`st pr'kdestroyedI<at,duplicate should s be obtained immediat.el g` rprtt" the''Bu}jdinq,"&partment Any change or extension of the-usel"herein approved requires a new certificate of occupancy. 09/20/2004 13:51 18608728955 VERNON POOLMAN PAGE 01 r VERN01 POOLIVIA.N Telephone 860-872-1926 Fax 860-872-8955 540 Talcactville Vcmon,CT 060 FAX COVER SHEET Date: 't a o To: From: n yhaA-\, Number o pages (including cover) Continent t i �� 09/2LA,/2004 13: 51 1860e728955 VERNON POOLMAN PAGE 02 13' STEP OPTION 6' STEP OPTION X) A..... 5-—------------ Low x x awn 2 R4 us x 4' 4' x 6 x 6' ROPE 24' x— x 28' 5' x 4' 4' x 3" 3. J w x x x x xL ENGIIlEER STAMPS SEAL SEAL VOIDED�ITHM MNALSMTME ISSUE#-. &.P, J'-4" OATS: 03 Strucwtiltill NYSBC(108),em pol'aw("'m PE MAY BE 114- PER FOOT WHEN CRETE DECK IS INSTALLED ALL VERTICAL ICW TE OWNSIONS ARE TO r EACH FINIS4 GRADE AND ATE TAKEN FROM Et LINER BEAD TRACK PE OF 1/2- PLR 4' mom POOL EDGE im OF IV CONCRETE TOP OF MASON SAND 16' x 24' A 42' TRUE L LEFT BOND BEAU OR POOL BASE . 1/2' W"MUU (TAMP AND TROWEL) DWG: GX- 1230 SHEET: 1 of 2 GRAPHEX uhos"sco ISCALE: 1 09/20/2004 13: 51 18608728955 VERNON POOLMAN PAGE 03 STANDARD PANEI, LAYOUT e' �._B. �._t• PANELS AS S MIN (LARKED x) A 40 THE CIENI ER Of 6' & S' LONG USE BACkHRA AT PANEL JOINTS t t' 6' 6' 6' 6 6'—�A'- `x xx x x 16' 6 x 27 -2 //2" t' 6' x 27'-2 1/2• WE" ROPE ILL 2 -S- >) 6 ti 6 5 x S' I' r I' DOUBLE 225' CORNER X { X x X —X. — I6 t 2' 2'-7 3/4• TIP OE GOAM ABOVE POINT -A- -A-- WATERUNE I'-a" 2'-l1- 6 e _ MINMaUM DEPTH ♦'-B BELOW POINT A- Perimeter 127 ANSI/NSPI-5 19 5 STANDARD Pool Pool Type BOCA CODE 199 Table 421 .1 1(2) Area Capacity Pool SLOPE MAY K 1/4" PEA I CONCRETE DECK IS INST/ Installations to lie in occordonce 797 24,900 11 1 HAUNCH CONCRETE with Pocific Ind. recommendations Sq Ft. Gallons + THRU TOP OF EACH BACKBRACF THIS BROCHURE S FOR ILLUSTRATIVE PURPOSES ONLY Mq+IUUM SLOPE OF 1/2" PCR-� The rnarw urer makes only those representations which ore FOOT AWAY FROM POOL EDGE stated In Its written worronty. Any other representallona, i rOR A MINIMUM Or to' stoternenls, x contracts made by the dealer and/or the contractor t the customer regarding any materials produced t CONCRETE by the mantfacturer ore attributable to the dealer and/or the ' BOND BEAU contractor oily. The dealer or contractor who sells or Instals I your pool is on Independent contractor and not on agent at employee of the marwlocturer. The construction methods d Illustrated suggestions and apply only to normal ground cordlttons. are may be additional precautions and/or w methods of onslrUCtlan$L The rtsponslbllty Is the contractors. t!<�DISTIlRL1E i 09/20/2004 13:51 18608728955 VERNON POOLMAN PAGE 04 DIG DIMENSI N :LF LIST OF MATERIALS PACKAGE TYRE STD w 8 w 6 PKG STEP STEP PARTS Qn' QN QN -z' 2a'-3 1/2 PN1020 12 10 10 6 PA, £L PN1021 2 2 2 6 SKIMM R PANEL PN�o1 2 2 2 3a _� 26 5 PAN L 4�PppAppNFI 007 4 4 4 3N PAN�L — — 3 N PANEL — 2 PNio57 5 5 5 26' 2 RADIUS CORNER N1 1 1 1 DOUBLE225' PNL e' 21 -6 1 z' KNBRAE 41 40 40 PH 0 11 11 1 NYL N FASTENERS W I IA: A PKG 2 2 2 20' A/N 103 — 1 1 2 Npp PKG 1 12CC I STRAIGHT PKC 2 2 2 I z pTRAIGHI PKG 2 2 2 IRCCS A CORNER PK 4 2 2 2 Q USLE 225' CNR P G (I) 1 1 1 RH 0 CLIPS 17 19 19 T802d �4 p TR TR IT STEP d IrRD STRAIGHT STEP — 1 P� �9eRACE — 4 2 16' x 24' x 42' TRUE L LEFT DWG: GX- 123 SHEET: 2 of I G RAP H r L+ X SCALE: 1 "=8' I 09/20/2004 13:51 18608728955 VERNON POOLMAN PAGE 05 A MIN M :ONCRETE RECEPTOR Y T I I 2' RADIUS CORNEA (TYP) l 7' 12' 12' 2' D1C S►rELF 12. t�dt 5 � 12' Ze' 32'-9 2/4- (5 RADMJS CORNER$ (1 iLE 225 CORNER (17 n 12 11 II (1) DOUBLE 22 CORNER ~ 12' Installations to be in accordance with Pacific Ind. recoinmendationsi I THIS BROCHURE IS FOR ILLUSTRATIVE PURPOSES ONLY The manufacturer r akes only those raprssentotions which ore I stated in Its writto worronty. Any other represenlotions, statements. or con rocts made by the dealer and/or the ' contractor to the c flamer regarding any materials produced by the manulactur4 are attributable to the defier and/or the contractor only, Th dealer or contractor who seas or Installs 1 your pool Is on in endenl contractor and not an agent or employe* of the m ufocturer. The const►uctlon methods rm 1 Mustted ore sugg ations and apply only to normal ground oondlllons. Thers m y be additional precautions and/or methods of construitlons. The responsibility is the contractors. Al Ppo-GridTMvertical Grid D . E . Filters Innovative Automatic Air Relief purges any trapped air automatically during filter operation. Screenless Internal Air Relief provides continuous air venting and eliminates clogging. r Improved High-Strength Filter Tank molded from new and stronger PermaG lass XL" material for extra durability for dependable,corrosion-free performance. High Impact Grid Elements designed for up-flow filtration and top-down backwashing for maximum efficiency. Self Aligned Tank Top and Bottom make access to servicing grid elements fast and simple. Heavy-Duty Tamper-Proof One-Piece Clamp securely fastens tank top and bottom together and allows quick access to all internal components without disturbing piping or connections. , Marked Short Element and Manifold provide clear guidelines for re-assembly of grid ; elements during cleaning. Inlet Diffuser Elbow distributes flow of incoming unfiltered water upward and evenly to all filter elements. Noryl®Bulkhead Fittings for extra strength and heat resistance. Full Size 114"Integral Drain provides fast,100%clean out and easier flushing of tank. Union Locknuts make disassembly and reassembly of filter from piping fast and easy. Plumbing Versatility.Select from a wide variety of valve options for customized control of your filtration system,including Hayward's 2",2-position slide valve. Pro-Grid Vertical Grid1 .E.Filters FILTER TYPE: Vertical Grid Diatomite:24,36,48,60,72 ft'(2.2,3.3,4.4,5.5,6.6 m2). FILTER TANK: Injection molded PermaGlass XL` FILTER ELEMENTS: Monofilament polypropylene cover fitted over 8 curved, high-impact grids CONTROL VALVE: 1 W 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: Y2 to 3 HP(30 to 120 GPM; DIMENSIONS: DE2420—32'H x 23"W(81 cm x 58 cm) Fully Automatic Air Relief with double seal DE3620—34"H x 23"W(87 cm x 58 cm) eliminates the need to manually vent filter tank DE4820—40"H x 23'W(102 cm x 58 cm) after system start-up and prevents backdraining N F.DE6020—46"H x 23"W(107 cm x 58 cm) during pump shut-down. DE7220—52'H x 23"W(132 cm x 58 cm) Above dimensions are for filter only.Overall width with slide valve is 30"(76 cm); overall width with either 4-or 6-position multiport valve is 33'(83 cm) PerformanceData Model Effective Desigr Turnover Filtration Area Flow Rate" Gallons Kilo Liters Number ft' m' GPM LPM 8 Hr. 10 Hr. 8 Hr. 10 Hr. DE2420 24 2.2 48 182 23,040 28,800 87 109 DE3620 36 3.3 72 272 34,560 43,200 131 164 DE4820 48 4.4 96 363 46,080 57,600 174 218 DE6020 60 5.5 120 454 57,600 72,000 218 273 DE7220 72 6.6 144 545 69,120 86,400 261 327 Removable Clamp Tool makes tightening and 'Determined by pump size and piping system hydraulics. 2"piping is r!commended for flow rates of 90 GPM(341 LPM) loosening of clamp quick and simple,providing or more. Flow rates above 120 GPM(454 LPM)are not usually required for residential pools. easy access to filter internals. NSF is a registered trademark of the National Sanitation Foundation HAYWARD® America's *I Pool Water Systems 1-888-HAYWARD www.haywardnet.com ©2001 Hayward Pool Products,Inc. PGO i SupePPump® High Performance Pump Series Exclusive,Swing- Lexan®See-Thru All Components Heavy-Duty,High- Aside Hand Knobs Strainer Cover lets y:-,u Molded of Corrosion- Performance Motor make strainer cover see when basket needs Proof PermaGlassXLTU with air-flow ventilation for removal easy.No tools cleaning and eliminate; for extra durability and quieter,cooler operation. required...no loose guesswork.Special Self- long life. parts...no clamps. adjusting seal ass.lres Heat Resistant,Industrial Mounting Base provides dependable sealing. Size Ceramic Seal. stable,stress-free support,plus Long wearing,and 169% 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. TotallyBalanced Service-Ease Design si n gives 9 Corrosion-Proof Norylm - 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. Overall Dimensions MotorDimension HP KW inch inch rnrn I SP2600X5 1/2 0.37 1'/2' 11'/4' 286 SP2605X7 0.56 1'/2' 11'/s 295 ' SP2607XIO 1 0.75 1'/i 117/@' 302 [L,F1R SP2610X15 11h 1.12 1'/2' 12'/4' 311 SF2615X20 2 1.49 2' 1374" 337 SP2621X25 2'/7 1.86 2' 133/4- 349 S iper Pumps are also available with dual speed motors. 10 m ft. 30 100On Strainer 27 90 "ousing 24 80 21 70 18 60 SUPER-SIZE 110 CUBIC INCH BASKET has MOM J 15 50 t2q, - M IM extra leaf-holding capacity and extends time c 12 40 15 between cleanings.Rigid construction with ~ 9 30N. a -1 load-extender ribbing assures free flowing oper- ation for heavy debris loads. 6 W.5110XIS 3 10 N. - rw_ t0 I'�' -''' Super Pump®Series Pumps are listed by: 0 0 �''_ 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 GPM 0 38 76 114 151 189 227 ::t 5 303 341 379 416 454 492 530 LPM NSFo I CAPACITY PER MINUTE P OO H"WA R D� America's "I Pool Water Systems 2693 1-888-HAYWARD www.haywardnet.com ©2000 Hayward Pool Products,t,,c. ID T};F % C i. This certltl•d that this plan and spaaflc.tic ns are truce erected at eoples Of the proposed building Or altaratlons to Los together with amendnicrits o col, in al•plie,tlon Ind tiled with plan and I �,gr..�to col, in IY '+��th all iorvng, Buildl�g and state I;,Ws and ssch •ly'-t,rs as shall bta Issued by the Bulidinp {-`_na;tin ant Of this application and fina daring Pendency l permit. Issuance of a building Signed This t:f„n (s appr;ycd srcia=t to the ord es ere end rd;nen,; tl regulating shall bR b�Iia tag cCndr„� that [wmp,h•d with. C=nduioneily Approved These filed witty 8 u17d:r.g Inspector \ Clerk Tate 31 7 I NOTES - 1.THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. Z PARCEL ZONED RR � M � MAP aGIEHREFER°- Lot #17 Lot #16 �� VRlTAOE HLUS.sounN 1NNDSOR,CONNECTICUT PREPARED FOR w JACQUES CONSTRUCTION.LLC DATED 12-3-M REV.TD 7-16-02 BY DE ON PROFESSIONALS,INC V —— 9/10\ S02'45'18"E a 0- - - - - `356.82' \ I Q W 8, _ _ I N F20, S.Y. 3 \ I 'sue 10 X3 5,4 Lot #15 ` 3 00 CID 77,367 S.F. 314, 3. TT 31 12 / \ 'R 6.4 n I�1 IN�3tt1.12( 5') 2.0' O of IN .312.02(�') I 6 4' rni 3 I ' I .9 20,5 I w "ale I I I INN I I ry� I l 1250 GALLON SEPTIC TANK N .8' 1:4%s 2.0 X 4 \ INV IN:318.25 r a`L>3 / I / W W IN, INV OUT:318.00 I I o \ X .5 / w I �°►' co 2 CV N/P I In I 'i TH�SA L6 I / 4a, 1 D-sox s \N N 80.�' I 321� INV IN-320.05 N 0 36.7' / 4 00 I / p& S INV O6T:319.88 V)O5 MI MP CHAMBER `\\ Zro k3 .33 �sTiN ORivE r 16 7� k I = I c'1 i -- ii I i � l 2 \ � I a - - - — — — _- -- 318 - � CIO � I X316.2 I 20' STREET TREE EASEMENT IN FAVOR- Lot #14 SOUTH WINDSOR THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300tr 0 10 EAS�E71T 1 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES- 'STANDARDS FOR SURVEYS AND MAPS IN THE FAVOR OF CLdLP�+ � STATE OF CONNECTICUr AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS.INC, THI u SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2 TO THE BEST OF 11A1Y CORRECT AS NOTED HEREON. '9��A 12882 RICHARD P. MARTEL LIC.No. � Racam,te-eL�r � Tel. 860.291.8755 REVISIONS GRAPHIC SCALE Fax 860.291.8757 PT'P° r SHEET 1.UNLESS 07NER■SE NOTED.DaSIM U77Lm red tot: SHOULDLOCATIC B AS SNOW/ARE EASED ON D .� 40 I Sign Rimage HI& Estates, LLC Lo�.ATM MAC 1 AVAILABLE IN`aWAr"L ALL COS11NG UlXnXS Z ALL �`�D"°�°�"°N TW CONSTRIELD r_ofesslonais, Inc. 2 ALL UIIU11E5 ARE TO�STAKED N 711E FIELD BY A UCER ED I"SURVEYOR PRIOR 1D OF &TWS PCONSTMLAN IS INVALID UNLESS IT BEARS THE 1 6/26/03 AS-BUILT SEPTIC ACS civil engineers• planners •surveyors Lot #15 — 11 •in1a$C lane. auw Or. AFM .,CUB AR:14"45 RVRESSION SEAL AND MMAL SH71A7URE 1 inch = 40 feet Isndseaps architects . gig .gps OF SOUTH 1MNDSOR CONNECTICUT BY A1ir DATE E/SI/QT 711E PROFESSXNAL NO. DATE DESCRIPTION BY 165 South !ENGNEER/SURVEYOR •.otellite Road South Windsor Connecticut 06074 D ��II jUtj Z 6 2003 South Windsor BUILDING DEPARTMENT T I s-.rti d -i t A-1 c'flc t- 4 - J.� 0. f t t V-44 r-lon and I ag" to Cot 1piy 7c'I r-J state laws and Department d"'w sucl, ijo rs is I- tle Building Depa " p.ode- t Is and final jssuanca if a c-1-mv e,l oi.1 1, ;Fr,ved sublect to the nces regulating twjld,n. --i :y Thew filed -Itl E-Vjinj I,avcci cu Geri. 1.114 --- -- ,, Q 9 IV. Electric # APPLICATION FOR BUILDING PERMIT Plumbing# HVAC# l V In A-aA le Lra r'e_ Date: iS Sprinkler# �6o05+ FINAL APPROVALS Estimated Cost $v?G oF� ao Building COMPLETE RED BOXED AREAS Permit Fee $ Occupancy Fee $ Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forC - �� , ► SIGN ON REVERSE SIDE O. Total Fee $ t 7 TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 4' The undersigned hereby applies to do work according to the following: Applicant e Location of Work 1114 -17 __Lot No. � TeApplicant's Address 16110 C l # 'Zod '0?/q-7.019 Town "rK _ s�✓ Zip d& Lic.#�O Owner �IR5" meqc4 Architect Owner's"Address Architect's Address ,,7 i W, !O&W, er Zip G co?$t' Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. TTotal New Area Pupose of this permit ' i 4 D �' + �� �f v Q Gf Sikv (ozOs City Water J Well J Septic System J Sewer J Ins: HO S1 Area Basement Garage Approved by o Date 3_3- I Use Group Construction Type Revised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in t ecifications of the Building for which this permit is asked,and agree that this building is to be located th er nce f m all street lines,side yard lines,and required distances from all other zones and is located in which thi ildi d i s allowed. gned I hereby apply for a `f e of Occupancy e work des in this application for the permit. X ed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 12/02/15 Printed by Peart, Dayshell 15 49 01 INSPECTION: 74291 FOOTING PERMIT: STATUS: APPLICATION: 201500144 LOC: 11 VINTAGE LANE SOUTH WINDSOR PROPERTY ID: 92370011 OWNER: MEADE JASON D CONTRACTOR: REQUEST BY: PROJ DESC: FINISH INTERIOR OF EXISTING BONUS ROOM, AND ADD 3 SKYLIGHTS WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 12/02/15 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: ALL INSPECTIONS INSPECTED INSPECTOR RESULT INSP DESCRIPTION 12/02/15 ROSE N/A B002 FOUNDATION 03/13/15 DOUG PASS B003 FRAMING (ROUGH) LOUIS @ 860-983-0231 07/02/15 DOUG PASS B004 INSULATION LOUIS @ 860-983-0231 12/02/15 ROSE N/A B005 FIREPLACE / CHIMNEY 12/02/15ROSE N/A B006.�-_.WOOD-./_GAS_STOVE 07/02/15�_DOUG"'"'""'"-'"`"`PASS B010__. LOUIS-@-860-983-0231- - "- 12/02/15 ROSE N/A E001 ELECTRIC SERVICE 12/02/15 ROSE N/A E002 ELECTRIC UNDERGROUND 03/13/15 DOUG PASS E003 ELECTRIC ROUGH 12/02/15 ROSE N/A P001 WATER HEATER REPLACEMENT 12/02/15 ROSE N/A P002 PLUMBING UNDERGROUND 07/02/15 DOUG PASS P003 PLUMBING ROUGH 12/02/15 ROSE N/A P004 PLUMBING GAS TEST APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT �j APfRCjVED, 1540 SULLIVAN AVENUE Bldg.Permit# e� 644-2511 ext. 230 Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of ob: $041,000=$15.00 Over$1,000= I Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS %l d� APPLICANT'S PHONE# OWNER - 5 a W N SFq< OWNER ADD SS OWNER PHONE ESTIMATED COST$ C � IS THIS A CONTRACT COST? es No FEE ENCLOSED$ TYPE OF JOB: SO R co New Installation !/Alteration/Addition/Repair �1 0 Doff. Revised 03/05/10 APPLICATION FOR HVAC PERMIT(Continued from ieverse side) TYPE OF TEM: TYPE Oy]�WDING: HEATING I RESIDENTIAL ❑ A/C ❑ COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESS LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC ARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL ATING EQUIPMENT LINCLUDING MAKE MODEL NO.) 14 GROSS HEATING CAPACITY(INPUT BTUH)I2/_!�_NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY ❑ GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICA ON) 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. CONTRACTORS LICENSE NO. TYPE STA SIGNATURE OF APPLICANT DATE Company Info Name: HARP Mechanical Services Address: 483 Spring Street Location: Windsor Locks, CT, 06096 Phone: 860-623-4350 Client Info Building name/description: Contact name: Jason Meade Address: 11 Vintage Lane Location: South Windsor, Connecticut, United States Phone: 860-432-3678 Load Summary Total building area: 2,026.0 SgFt Total cooling load: 47,835.6 BTUh Total cooling tonnage: 4.0 tons Total heating load: 80,443.6 BTUh Total airflow: 2,429.3 CFM ACCA-Approved Manual J8 Calculations 16:17:22 01-08-2016 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual J8 residential HVAC load calculations. Checksums - Cooling Total building area (SgFt): 2,026.0 Total building volume (CuFt): 18,234.0 Total cooling sensible load (BTUh): 45,402.8 Total cooling latent load (BTUh): 2,432.7 Total cooling load (BTUh): 47,835.6 Total tonnage (tons): 4.0 Total cooling infiltration airflow (CFM): 18.8 Total cooling ventilation airflow (CFM): 40.0 Total airflow (CFM): 2,429.3 Total infiltration air changes/hr (ACH): 0.06 Sensible heat coefficient (SHC): 1.10 Latent heat coefficient (LHC): 0.68 Cooling load density (BTUh/SgFt): 23.61 Cooling airflow density (CFM/SgFt): 1.20 Cooling airflow/load (CFM/Ton): 609.4 Cooling area/load (SgFt/Ton): 508.2 Checksums - Heating Total building area (SgFt): 2,026.0 Total building volume (CuFt): 18,234.0 Total heating load (BTUh): 80,443.6 Total airflow (CFM): 2,429.3 Total building air changes/hr (ACH): 7.99 Sensible heat coefficient (SHC): 1.10 Latent heat coefficient (LHC): 0.68 Heating load density (BTUh/SgFt): 39.7 Heating airflow density (CFM/SgFt): 1.20 ACCA-Approved Manual J8 Calculations 16:17:22 01-08-2016 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual J8 residential HVAC load calculations. Block Load Breakdown - Cooling Description Value % Windows and glass doors: 16,325.1 34.1% Skylights: 3,347.4 7.0% Wood and metal doors: 0.0 0.0% Above grade walls: 3,981.5 8.3% Partition walls: 0.0 0.0% Below grade walls: 0.0 0.0% Ceilings: 5,276.8 11.0% Floors: 4,726.6 9.9% Infiltration: 910.7 1.9% Internal gain: 5,120.1 10.7% Duct heat gain: 4,086.3 8.5% Ventilation: 1,940.5 4.1% Blower heat gain: 0.0 0.0% Excursion adjustment load: 2,120.6 4.4% Total cooling: 47,835.6 100% Block Load Breakdown - Heating Description Value % Windows and glass doors: 18,878.4 23.5% Skylights: 919.1 1.1% Wood and metal doors: 0.0 0.0% Above grade walls: 12,264.3 15.2% Partition walls: 0.0 0.0% Below grade walls: 0.0 0.0% Ceilings: 6,620.0 8.2% Floors: 16,579.4 20.6% Infiltration: 7,237.1 9.0% Duct heat loss: 14,911.0 18.5% Ventilation: 3,034.3 3.8% Hot water piping load: 0.0 0.0% Winter humidification load: 0.0 0.0% Total heating: 80,443.6 100% ACCA-Approved Manual J8 Calculations 16:17:22 01-08-2016 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual J8 residential HVAC load calculations. Boom Heating and Cooling Totals Room blame Cooling Load (BTUh) Heating Load (BTUh) Airflow (CFM) Living Roam 2,972.6 4,088.7 260.0 Diring Room 3,516.4 4,068.7 188.2 Kitc,ien 10,537.5 6,006.6 563.8 Bedroom 1 4,516.3 3,266.0 230.9 Bedroom 2 5,053.9 3,266.0 259.7 Bedroom 3 3,214.6 3,576.5 209.6 Bedroom 4 2,910.5 4,30 Co.G 246.0 Den 2,073.5 49306.6 224.5 Bathroom 1 19690.5 29522.6 114.6 Bathroom 2 1 ,474.7 1 ,727.7 78.9 Totals 37,960.5 377113.3 2F376.2 ACCA-Approved Manual J8 Calculatlens 16:17:22 01 -08-2016 This software was developed by Carme Software Corporation. It has been approvec by ACCA fog Manual JS rasidential HVAC load calculations. System Block Load Breakdown -Cooling Windows,glass doors.skylights: 19,672.4 BTUh Envelope(walls.doors, roof,etc.): 13,984.9 BTUh Infiltration: 910.7 BTUh Internal gain: 5,120.1 BTUh Duct and blower heat gain: 4,086.3 BTUh Ventilation: 1,940.5 BTUh Excursion adjustment load: 2,120.6 BTUh Total cooling: 7.839 6 BTUh System Block Load Breakdown-Heating Windows,glass doors.skylights: 19,797.5 BTUh Envelope(walls.doors, roof,etc.): 35,463.8 BTUh Infiltration: 7,237.1 BTUh Duct heat loss: 14,911.0 BTUh Vent ilationlwinter humidification: 3,034.3 BTUh Hot water piping load: 0.0 BTUh Total heating: 80,443 6 BTUh System AED Curve of .., r,, f,.,,�i •4. 32,775 28.678 24,581 20,484 m 16,387 12,290 8.194 - 8 9 10 1! 12 13 14 15 16 17 18 19 20 Hour of Day ACCA-Approved Manual J8 Calculations 16:17:22 01-08-2016 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual J8 residential HVAC load calculations. Electric # ( tip APPLICATION FOR BUILDING PERMIT Plumbing # 11 Vintage Lane Date: Sprin 31079 �4 - Estimated Cost $ E F100' SIGP Permit Fee $ a1OBui ing, R PLETE RED BOXED AREAS aEn neerin Occupancy Fee $ 1 C — Affidavit g TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr. for cb�S 'ON REVERSE SIDE Total Fee $ o TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant Vz(VACA 0 \rvt Location of Work 11 LO— Lot No. 1 s Applicant's Address co \-f- U Tel.# S-1 a - 11';?1(1 Town Fd Y10 V-1 Zip Lic.# Jr SCI �'1 a Owner C�'tt �1 u r r i via �n Architect Owner's Address it Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit r o City WaterG� Well❑ Septic System;K Sewer❑ Ins: HO SP Cert. Area Basemen Garage Approved by Date Use Group Construction Types ReAsW 6/02 I hereby agree to conform to ail 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 >i h this building arKLits use is allow7ed. Signed �1 I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS J -.. ,o-e-.:- .,;.�.,.,.:,. .,,.•- •..aanma�.a:�,x<cx:w�u�us•�:. _ - - 44 .:ZSO::�LIH� •.--.¢Ey"y�,•• �p:� •.. •. - ... ,, / rCC��: iY4t 401L�7'e-.r�9a6:�ia.i..M.•:.c..wi'J.4SrVa:.':Gae:.TtliY.:.�ifAYX1G]YtS°?:/'.fill•.,:.=2'F-tn.in..TRw:3L"^:cii Y'.cl'w: x�:.:.,p:s.::.:+'�1.Y.cdTfA 2e.:�i;✓::i:•s�.0:.a..:1:..r::.rAGZx"BGf:iCCG..8e.1R'lL'xrmruw.R'taD67t.faTla1.aA':%:J]':c4:\+t7itCi'iY.:C:::s:.1Yt'.:a��.'a:sP':r4C.: 0,5' Min. � ' ER SA GE RIM ryll 88 54 25 W-I% SELECT FILL: MANHOLE EXTENDED TO GRADE- (REQUIRED IF FILL OVER TANK EXCEEDS 12•) 1. THE FILL SHAD_NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES. MANHOLES \\ 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE I 215. 10 I \ \ RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). 3. THE MATERIAL THAT PASSES THE I/4 SIEVE IS THEN REWEIGHEo AND THE SIEVE _ ` N 8 8°5 4'23� E ANALYSIS RESTARTED. z 1 \ 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: INLET _ I OUTLET(WITH FILTER) �- \ --- �"- �- �\ �- 531 .42' \ ' 1' Min. 1 \ Filter Fabric SIEVE SIZE: % PASSING: b m F \ _- 1 \\ 12• 100 _ 101�50 (SEE NOTE BELOW) INLET BAFFLE 1^ -OUTLET BAFFLE , 00 0 - 5 -- - CONNECTION AT MID DEPTH 8 --- GAS DEFLECTOR PROPOSED 15' WIDE \\ . ° ,� 1' Broken Stone HEDGEROW EASEMENT / / NOTE: PERCENT PASSING THE �/40 SIEVE CAN BE INCREASED TO or Screened NO GREATER THAN 75%IF THE PERCENT PASSING THE #100 SIEVE 2/3 REQUIRED CAPACITY IN APAaT REWIRED I � p / /\$ \ Gravel DOES NOT EXCEED 10% AND THE #200 SIEVE DOE:, NOT EXCEED 5M FIRST COMPARTMENT COMPARTMENT ' \\ 4'-O' THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING ` I 18min. SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER. THE INSTALLER SHALL 6' MI TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING 1 GROUND WATER SOILS FROM OVERCOMPAC71ON AND SILTATION ONCE EXPOSED. I LENGTH NOT GREATER THAN 4 71MEs WDTH OR DEPTH I t 9 \ I 4'-0' min. 1 ' 5 R . I . TWO COMPARTMENT SEPTIC TANK / LEDGE NOT TO SCALE \\ 1 T�257 TP101 PERCOLATION TEST: 5 PERCOLATION TEST: 1 A >\� TYPICAL LEACHING GALLERY DEPTH OF PERC, HOLE: 25 INCHES DEPTH OF PERC, HOLE: 30 INCHES CONSTRUCTION TIME READING CALC. RATE TIME READING CAL&. RATE ^ O / (MINUTES) (INCHES) MIN INCHSILT 2 FENCING THE 1 E SILT11 \/ NOT TO SCALE { / ) (MINUTES) (INCHES) (MIN/INCH) LEXCAVATE . SET POSTS AND , ` 0 ANGLE POSTS A 6"X6" SILT END OF THE POST 4:44 10.25 - 10:06 19.25 - 5' UPSLOPEUPSLOPE FROM POSTS. FENCING FOR STABILITY / 4:49 11.5 4.0 10:11 21.25 2.5 AND SELF- /CLEANING. y12" CONC. GALLERIESTP100- I t I � / / -•-� / 4:54 12.25 5.0 10:16 22.50 4.0 ' BOTTOM: 319.33 5.59 13.95 A 97 � ITi+iTl� {�\ t t TTI � i � 1 1i l l J� r-1 11-I I I l h- 11= I I v /" ► / ---- •-.-- LJ.L� o., =II -11` I�}1�-;�1�1� INV: 319.88 1 / 5:04 14.0 6.67 10:26 24.00 6.7 -III- I TOP: I 5:os 14.75 6.67 I I i / Lot #17 NOTES: 5:14 15.50 6.67 10.•39 25.50 8.0 _ � � D-BOX � I � INV IN: 320.05 I /I 5:21 16.25 9.33 10:44 26.00 10.0 FILL THE INV OUT: 319.88 I / 1. THE BUILDING LOT SHALL BE LOAMED, SEEDED, 5:26 16.75 10.0 3. ATTACH FILTER FABRIC TO TR NCH4.4 BA K AND COMPACT AND MULCHED 10:49 26.25 20.0 I FILTERILITHE WIRE FENCING AND EXTEND THE EXCAVATED SOIL. 1 t Lot WITH STRAW PRIOR TO ISSUANCE OF C.O. !F THE SEASON DOES FABRICT TO THE TRENCHNOT PERMIT SEEDING, THEN THE LOT MUST BE STABILIZED WITH 5:31 17.0 20.0 10:55 26.75 12.0 0 #15 STRAW OR EROSION CONTROL NETTING TO PREVENT WINTER AND 5:36 17.5 10.0 11:01 27.00 24.0 COMPACTED / 1 q TP 02SPRING EROSION.). PROPERLY INSTALLED EROSION AND SEDIMENT BACKFILL It \ 77'��7 �. �. / ` / I CONTROLS MUST BE IN PLACE TO CONTROL ANY EROSION AND 5:41 18.0 10.0 11:09 27.50 28.0 7 SEDIMENTATION PROBLEMS. THE t3UILDER/OWNER IS RESPONSIBLE 5:46 18.5 10.0 11:23 28.00 18.7 I I ` I I I i L,,rl I I I I "' 1 ..- `I. .I �I-I 1 II I I�I `J ` _ / 4 � ' FOR ALL STABILIZATION REQUIREMENTS. �=i 11= It I=1� N / // I C� 5:51 19.0 10.0 11:30 28.37 - - - I I\ 1 .77 Ac. ` / o0 2. ROOF LEADERS TO DISCHARGE TO SPLASH PADS. - - flyj 1- I�I I \ �L_ I Al I ROA11WAY IITII ITIF'4 ARP Try RF INgTAI I Fr) IN (,nMPI IANr:F f \, i ■ ` ( 1 It v WITH"THE APPROVED "VINTAGE HILLS" SUBDIVISION PLANS. v� CONSTRUCTION OF SYNTHETIC FILTER BARRIER `\ �� ` I / I/ M \ 4. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH (� \ 100 LF / DROP IN GRADE AT A DISTANCE OF 6 FEET FROM THE FOUNDATION O Q j , 2 8 4" PVC / / 1 . P. AS SPECIFIED IN THE STATE OF CONNECTICUT BASIC BUILDING CODE. TP -257 TP - 173A r` 11 . � 4" PVC „w Depth Description Notes Depth Description Notes iv I J= I.v/o 5. PARCEL ZONED RURAL RESIDENTIAL RR. -1 o soli k rn and Loam ° 1 A / P y o-7 Topsoil \ 1250 GALLON SEPTIQ� ANK 13';,-27", Lt Brn Silty Fine Sand 7"-20" Silty Loam � W \ F � / 6. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON HUBLESS PIPE 35"-65 Tillmpact Reddish Med Silty Sand 20"-5' Till � \ INV IN: 321 .30 I / ASTM A-888, OR APPROVED EQUAL AS SPECIFIED IN TABLE 2 OF THE Lot #14 �, \ ` /INV OUT: 321.05 �Cv CONNFCTICUT Pt1R1 IC HFAI TH C01I I Ain AT A MINIMUM SI OPF OF 1 /4" PER LINEAR FOOT. nT lorinw NIl nT I a nin \ 1 ► ! L L _� AL A CII T bc-I,1 ^c -- -- -- ' ---._ .._. ._... --- -. .._ . .. . . .........._... ---' - -- - - _- _ _ _ �."'. . vI Ledge: wu co �. D-I Water: NO DT Water. ND \ I 7. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL, DT Mottling: ND IF REQUIRED, TO BE PERVIOUS, GOOD QUALITY AND CLEAN Of Roots: 26" DT Mottling: ND M / FINE SAND WITH LESS THAN 5% FINES, PLACED AND COMPACTED R TO TP -258 - i \ ' SILT-FENCE P1 IN 6 LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TP 100 -I'r-177 \ ��- 27 LF 4 TRENCH EXCAVATION. NO TRAFFIC OTHER THAN TRACK DRIVEN EQUIPMENT Depth Description Notes Depth Description Notes Depth Description Notes / opsol rn an Loam -� " IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL y 0-12 Topsoil 0-9" Topsoil P1 4 C.I. „ 3 -6. Till Silty Med Sand " 9"-38" Till \ S=2.2%/ AREA AFTER TOPSOIL REMOVAL UNTIL 12 OF FILL. MATERIAL 32"-6.5' Till 12-28 Fine Sandy Loam TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND 28"-8' Till DT Ledge: ND / 1 SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. SELECT FILL TO MEET DT Ledge: NO DT Water: ND TECHNICAL STANDARDS OF THE STATE PUBLIC HEALTH CODE. DT Water: NO DT Ledge: NO DT Mottling: ND \ DT Mottling: NO / ( / 8. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED DT Roots: 30 DT Water: ND i \ 33 / / TP14 y / Lot TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. DT Mottling: ND 5. 5.33' 9. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED TP -13 TP - 101 \ INV: 321 .90 / Depth Description Notes Depth Description Notes STANDPIPES ® TP 257 & 258 \ / / BEFORE ANY SITEWORK IS PERFORMED. „ �c v U c0 14. 4 / 0-14 Topsoil 0-10 Topsoil DRY TO DEPTH OF 44 AND 51 \ 0 z -71 ,� ' 10. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. 14"-9.5' Till 10"20" Fine Sandy Loam FROM 2/8/02 TO 5/31/02 \ ` T 1774 , r I 13.75 N / i1 I %1 f DT Ledge: ND 20-8 Till MONITORING PERIOD. ` \ L6 It 11. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER DT Water: ND \ I SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE DT Mottling: ND DT Ledge: ND TOW= 324. 50 TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH TP -14 g DT Water: ND T�,16 \\ FF= 325•50 TP13 CODE OF THE STATE OF CONNECTICUT. Depth Description Notes DT Mottling: 17 \ 0-13" Topsoil GAR= 3 2 3.5 0 12. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT " p. 13-25 Medium Sand TP - 102 \ � / OF HEALTH CODE. Depth Description Notes ' 'D / / I 25'-7 Till 12.0 ` 13. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS HAZARDOUS 0-10 Topsoil 7 4' ` \ ,� 15.25 / 14.93 DT Ledge: NO 10"-18" Medium Sandy Loam 16• N , I O ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. DT Water: NO 18"-8' Till \ 13.83 4 DT Mottling: ND 9 14. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS TP -15 DT Ledge: ND PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER IMMEDIATELY. Depth Description Notes DT Water: NO 0-15 Topsoil DT Mottling: 16 15"-8.5' VI 1` o / 15. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE TP - 175 I AS SOON AS POSSIBLE. DT Ledge: NO Depth Description Notes D-I Water: NO 0-5 Topsoil 0 F � Y . _--- 16. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE DT Mottling:ND 5"-11" Sand Loam RUNOFF AWAY FROM THE SEPTIC SYSTEM. TP -16 Y 11"-zs" ru Depth Description Notes DT Ledge: ND •- 17. TRUCKS SHALL NOT BE PERMITTED ON THE FILL AREA AFTER THE FIRST 12" OF FILL HAVE Dept Topsoil DT Water: ND � 15 BEEN PLACED AND COMPACTED. 16-36" Fine Sand Loam DT Mottling: ND \ 18. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE 36"-9.5' Till y TP _ 176 9 I C� Depth Description Notes /� ` �� EXCAVATION FOR THE TRENCHES. DT Ledge: ND 0-9 Topsoil \ / Z_ INV: 311 .60 DT Water: ND s_"-3_' Till \, r r i ` ► \ ,b&1�---- --- ---- -' 19. THE CONTRACTOR SHALL FURNISH SUFFICIENT INFORMATION (LOCATION & ELEVATION) TO DT Mottling:30' 20' STREET TREE EASEMENT \---- THE ENGINEER FOR THE PURPOSE OF CREATING AN AS-BUILT DRAWING FOR THE HEALTH DT Ledge: ND --- YD1 \ \ DEPARTMENT. LEGEND DT Water: ND IN FAVOR OF THE TOWN OF� TF: 14.12 - DT Mottling: ND SOUTH WINDSOR - - - - 20. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR 0 IRON PIN TO BE SET ___ ___ ___ 414-V: 1 . SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. O MONl1MFN_T TO RF qFT I nt� 1 5 L ., .� I 2(_ "� 1 .P. SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. _ 1 0' EASEMENT IN ` _300_ _ EXISTING CONTOUR v� `v _ �`' > _ •"°F CONK`"`,: No. of Bedrooms Proposed: 4 a _ - - - - - ���U - - - - - - - of •+•"� F 21. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM 300 PROPOSED CONTOUR FAVOR OF CL&P �"' r - - <�,�XP,O$• „ „ Pere. Test Hole Number: P-5 I .P, PROP. 4 �SiDEWALK OF 18 TO MOTTLING, AND 48 TO LEDGEROCK. ANY ADJUSTMENT TO SYSTEM ELEVATION OR o X 287.3 PROPOSED SPOT GRADE LOCATION MUST BE APPROVED BY ENGINEER AND HEALTH DEPARTMENT. Percolation Rate (Min/Inch): 1-10 HF = 42 , �� � ...��;. ... ♦ ` \ a -- SILT FENCE ANTI- TRACKING PAD . - - Q Restrictive Depth (Inches): 20 FF = 2.0 �L rI. i•I■ now *° ° 22. THIS MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. �� > 287.3 EXISTING SPOT GRADE Slope (%): 4.2 PF = 1.2 6"N 2" STONE ON � ' << PROPOSED 12 WATER MAIN �; , 7 ;�4 23. BACKWATER PREVENTION VALVE WITH ACCESS TO SURFACE (NOT THROUGH CB) SHALL -F- PROPOSED FND. DRAIN _ / M.L.S.S. ft. = 101 Galleys Re 'd = 13 CB 5 c r► *.�� ' _ 1,,- n i in � c-° e n� . .i A� \ ( ) ys q . r.r-.i � i-° . �I I T�R �� R R I� ____ BE PROVIDED ON THE FOUNDATION DRAIN. ltD rVl, J= I.U% MIIV.) At�IJLIUAIN I : � � I f �vI �1v - II . JI t.GV �` rys/O+Iii��N ki INV: 310. VjNrP� L LANE .;. ., -G- PROPOSED GAS SERVICE SF Effective Area Req'd (SF) = 660 JACQUES CONSTRUCTION LLC \\ ._ I �" - INV: 310.46 � REFERENCE NOTE: -W- PROPOSED WATER SERVICE Effective Leaching Area-(SFAF) = 5.9 ' BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLANS SURFACE FLOW Linear Feet of Galleys Req'd = 112 67 RIDGE ROAD ---------- /I O G ENTITLED "VINTAGE HILLS", SOUTH WINDSOR, CONNECTICUT rw-/w� EXISTING TREE LINE SOUTH WINDSOR, CT 06074 / B PREPARED FOR JACQUES CONSTRUCTION, LLC, BY DESIGN PROFESSIONALS, Galleys Reqd = 14 INC. DATED 12-03-01 REV. 7-16-02, SHEETS 8-11. PROPOSED TREE LINE TELE: 860-432-1823 G� ■ o 1 11 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC71ONS 20-300b-1 THRU 20-300b-20 860.291 •8755 IMPROVEMENT LOCATION PLAN PREPARED FOR: SHEET z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE m INFORMATION. ALL EXISTING UTILITIES SHOULD STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS GRAPHIC SCALE ■ �9 �/��Q �Q BE FIELD VERIFIED PRIOR TO CONSTRUCTION. SURVEY CONFORMS TO HORIZONTAL ACCURACY CLASS A-2. 20 0 10 20 4a es�gn VINTA&xE HILLS' ESTA TES LLC 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. ■ ■ BY A LICENSED LAND SURVEYOR PRIOR TO - IN FEET dprofessionals, inc DESIGN.•KU1 DRAWN.•MHA CHECKED.- GBS ®t �� p 11 VintageLine CONSTRUCTION. 2 12-18-02 MOVE HOUSE MHA ( ) 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 12-13-02 REVISE ADDRESS MHA 12882 1 inch = 20 ft. e ' IMPRESSION SEAL AND ORIGINAL SIGNATURE � Civil Engineers • Planners • Surveyors CIS JOB No.: 1430 DATE.' 10-3-02 �mTr OF THE 'PROFESSIONAL EI`!CR'EER/SURVEYOR. l.ID. DATE DESCRIPTION 13Y RICHARD F. FAAI�"iEL UC. No. 165 south satellite road • south windsor • connecticut 06074 _ cSOUTH h�D4 �a!i . . .. .. _. - . .._.. .. ..,�• DRAWING NO.: 1�PP � ,. ..,,.,.,".... . -. ,. -. ,- -.,,ise,wn,%s.. _.._ a. xtc.. ,....,.. -... ,... ,...... J: -.:• ^`.: r. *...: -' •r•• - .. ,'.r, :'.;tyr .. ,...aet_wre.st;�^. . ..... SERI/ER JOBS 1430 17LOTSUk3 1430 � ` CUT .._.'f`9J, - .. T.._ '�..`9"...56•^'�lL.�£F41.. :'!!!':.Eit7t�R'.1C!'CYaAtl796:%!56_iG�7S£$WgR:. 6C6tL..r.. S'7Y�IC"�C4FY"•+/L'77dPGM�. 37A.3VICf '•d'Ri6'�'3'�3M"_'7EA `7 S•'W..� ..,.. ..k .... . �7 Y..._.S: '..7'S a..5 a-:it .a, .Z+.i:..e..: .:::2': - ,"?9fi". T .':.,5''C'^'XL" ..., 5 i�f!3`.}_wi2:t'�.Z'L_'T.';_.;.T3S7G`�JCa:: "'E7-..- "fd.. '�"il_.'.9E'=1fe39RTS9.'�i. id:23L, .-_a.f3.s._.,5� VIM! ci'K ' "' r +,ua li U,4cz -`-'- - -- RECEIVED "tea•: :'1ie1 xt:M1 DEC 1 2002 SOUTH MoIDSOR �+�: ENGINEERING DEPT. 1500057 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 03/05/2015 GIS ID: 92370011 FEE: 409.00 MUNIS APPLICATION# 201500144 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PERFECT VIEW REMODELING ADDRESS: I I VINTAGE LANE ADDRESS: 1640 JOHN FITCH BLVD. OWNER: MEADE JASON D SOUTH WINDSOR,CT 06074 11 VINTAGE LANE South Windsor,CT 06074 DESCRIPTION OF WORK: FINISH INTERIOR OF EXISTING BONUS ROOM,AND ADD 3 SKYLIGHTS. FRAME AND FINISH NEW FULL BATHROOM IN BASEMENT. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/5/2015 2:40 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 201500175 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 12/02/2015 GIS ID:92370011 FEE: 10.00 MUNIS APPLICATION# 201500144 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PERFECT VIEW REMODELING ADDRESS: I I VINTAGE LANE ADDRESS: 1640 JOHN FITCH BLVD. OWNER: MEADE JASON D SOUTH WINDSOR,CT 06074 11 VINTAGE LANE South Windsor,CT 06074 DESCRIPTION OF WORK: FINISH INTERIOR OF EXISTING BONUS ROOM,AND ADD 3 SKYLIGHTS. FRAME AND FINISH NEW FULL BATHROOM IN BASEMENT. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY TIIE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 12/2/2015 4:07 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500092 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 03/18/2015 GIS ID:92370011 FEE: 15.00 MUNIS APPLICATION# 201500144 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MICHAEL WAGNER ADDRESS: I VINTAGE LANE ADDRESS: 541 TERRYVILLE AVENUE OWNER: MEADE JASON D BRISTOL,CT 060110 11 VINTAGE LANE South Windsor,CT 06074 DESCRIPTION OF WORK: EXTEND DUCTWORK TO CENTER OF THE ROOM, INSTALL DIFFUSERS,EXTEND RETURN,AND INSTALL GRILL. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/18/2015 10:20 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1600027 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 01/26/2016 GIS ID:92370011 FEE: 75.00 MUNIS APPLICATION# 201600055 BUILDING DESCRIPTION: APPLICANT . LOCATION NAME: H.A.R.P. MECHANICAL;LLC ADDRESS: 11 VINTAGE LANE ADDRESS: 483 SPRING STREET ,,-- OWNER: MEADE JASON D WINDSOR LOCKS,CT 06096 11 VINTAGE LANE South Windsor,CT 06074 DESCRIPTION OF WORK: REPLACE GAS FURNACE. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/26/2016 3:41 PM THE FEE ABOVE INCLUDES A$0.26 PER TIIOUSAND CT STATE EDUCATION SURCHARGE 1500056 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 03/16/2015 GIS ID: 92370011 FEE: 45.00 MUNIS APPLICATION# 201500144 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: RUSSELL ELECTRICAL LLC. ADDRESS: 11 VINTAGE LANE ADDRESS: 40 CONLIN DRIVE OWNER: MEADE JASON D ENFIELD,CT 06082 11 VINTAGE LANE South Windsor,CT 06074 DESCRIPTION OF WORK: RECESSED CIRCUITS, SWITCHES,RECEPTACLES IN BONUS ROOM OVER GARAGE. LIGHTS AND PLUGS IN BASEMENT BATH. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/16/2015 1:01 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500091 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 03/18/2015 GIS ID: 92370011 FEE: 15.00 MUNIS APPLICATION# 201500144 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: PERFECT VIEW REMODELING ADDRESS: 11 VINTAGE LANE ADDRESS: 1640 JOHN FITCH BLVD. OWNER: MEADE JASON D SOUTH WINDSOR,CT 06074 11 VINTAGE LANE South Windsor,CT 06074 DESCRIPTION OF WORK: INSTALLING NEW TOILET,LAVATORY,AND SHOWER CONNECTED TO NEW SEWAGE PUMP WHICH WILL CONNECT TO EXISTING DRAINAGE SYSTEM. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/18/2015 10:19 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE