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Home My WebLink About244 SMITH ST DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE 644-2511 ext. 230 Bldg.Permit# .�� Gnn�14 Date Building Inspec r Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 FFI Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof nation Apt.No. APPLICANT Alcf,^ R 41 e U lD APPLICANT ADDRESS /_`Iol If-ll-e—1 APPLICANT PHONE# y13 s-d-57-- B?--1 5 1-//3 Fy( 3403 ele O W N S OWNER '0fi MA,�-T2ve-na J . qC OWNER ADDRESS a y y Str)/ r24 i9T� O .a OWNERPHONE j�'o/4�n 4f4475l -vc /7o--t e7Y�J C = ESTIMATED COST$ 79,A .v .� IS THIS A CONTRACT COST?� ✓es _No FEE ENCLOSED$ 13� O a 1� TYPE OF JO�B: dSOR•CO� ✓New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OVYSTEM: TYPE OF BUILDING: ,�ATING &RESIDENTIAL Of A/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑HYDRONIC %WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE �°F INSIDE 6 6 °F DIFFERENCE _°F TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HATI�G EQUIPMENT(INC,.UDING MAKE MODEL NO.)R✓vd g,K re vyh...r 4..- y,rnticF SPA t (o...��a, fSA ,e,1V GROSS HEATING CAPACITY(INPUT—BTUH) 70 ocy NET RATING(OUTPUT—BTUH) TYPE OF FUEL ❑ OIL—GPM OIL TANK LOCATION :❑INSIDE❑OUTSIDE CAPACITY GAS—INPUT LPG TANK CAPACITY ELECTRIC—KW r AIR CONDITIONING DESIGN TEMP.OUTSIDE (?c�- °F INSIDE '�oZ °F DIFFERENCE �O °F TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCIJ;DING MACE&MODEL NO.) TONNAGE 3 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 ,0',CT H/g« fZ-?fZl,*D Q r?Z-XA- 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 c SIGNATURE OF APPLICANT '� ( DATE 9��-p Z. 5/21/2021 pMw 3f1 s Town of South Windsor Building Department 4 4,�bSOR fo?2 Building Permit: BLDP-21-298 APPLICANT NAME: Claude Bisson EMAIL ADDRESS: plumberbis2@aol.com ADDRESS: 244 Smith Street South Windsor , CT 06074 LOCATION ADDRESS: 244 SMITH ST South Windsor CT6074 OWNER: BRIN PETER J & JENNIFER J 244 SMITH STREET SOUTH WINDSOR CT 06074 DESCRIPTION OF WORK: Hooking up a generator April 28, 2021 BUILDING OFFICIAL DATE SIGNED "'ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT•" PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1/1 Electric # 244 smith StreAPPLICATION FOR BUILDING PERMIT Plumbing# HVAC# _ MAI 1 q3 [Date: 5 i rl I Qa t i Sprinkler# ��'oo -- FINAL APPROVALS Estimated Cost $ O Building COMPLETE RED BOXED AREAS Permit Fee $ Occupancy Fee $ /o. uG Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $ ApprforCO. ► SIGN ON REVERSE SIDE t pp Total Fee $ � TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant -eoc e�ykur v A (LocationofWork ZmLA Srn',th S}' LotNo. 2 Applicant's Address Ci S? SGvwC-E C 1 Tel # �5 9ro-O-7y� Town Zip <5!6,0- \ Lic.# Hip 0671f5-Q0 Owner� � � der 4��` n Architect N��f248Z Owner's Address ;�LyL1 Srtiiin Sk, Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. Qs'g 2nd FI. 3rd FI. Total New Area 9SIE Purpose of this permit COn JQ-6- e-<,%''\% 2 C GvG t�s� -V�- \\,J,"s SQGCe , CAN on Car qc-G k-C°Loa f m < ronr skill City Water N Well J Septic System W Sewer QmOoLfr7l Ins: HO SP Cert. Area Base t Garage Approved by Date.S- - 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 the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. Si ne I hereby apply for a Certificate of Occupancy,for th o described in this application for the permit. �DONOT WRI �ELOW�THISZ INSPECTION COMMENTS ' 01200050 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 02/29/2012 FEE: GIS ID: 83700244 ZONE: MUNIS APPLICATION# 201100471 THIS IS TO CERTIFY THAT 244 SMITH STREET UNDER APPLICATION NUMBER 201100471 CONFORMS SUBSTANTIALLY TO THE.REQUIREMENTS OF THE CONNECTICUT BASIC BUILDING CODE AND THE ZONING REGULATIONS OF THE TOWN OF SOUTH WINDSOR AND IS HEREBY APPROVED OF OCCUPANCY AS INDICATED BELOW: APPROVED FOR OCCUPANCY CONVERT EXISTING TWO CAR GARAGE TO LIVING SPACE.ADD ON NEW-THREE CAR GARAGE AND ROOM SPECIAL CONDITIONS NOTICE: IF THIS CERTIFICATE IS LOST OR DESTROYED,A DUPLICATE SHOULD BE OBTAINED IMMEDIATELY FROM THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1/13/2021 11:52 AM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY n INSPECTION FIELD SHEET O1/13/21 Printed by Middleton, Morgan 11 52 26 INSPECTION: 43256 FINAL PERMIT: STATUS APPLICATION: 201100471 LOC: 244 SMITH STREET SOUTH WINDSOR PROPERTY ID: 83700244 OWNER: BRIN PETER J & JENNIFER J CONTRACTOR: REQUEST BY: PROJ DESC: CONVERT EXISTING TWO CAR GARAGE TO LIVING SPACE. ADD ON WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 10/04/11 PRIORITY: SCHEDULED: 10/04/11 AM COMPLETED: 10/04/11 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: RECHECK ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 06/03/11 DOUG PASS B001 FOOTING GEORGE 0 860-916-0749 07/12/11 ROSE PASS P002 PLUMBING UNDERGROUND GENO @ 860-916-8180WATER TEST SAN UNDERGD PLBG 08/09/11 ROSE PASS P003 PLUMBING ROUGH WATER TEST RG.WASTE/VENTS,PRESS. TEST H2O PIPES/TO VENT KITC 08/15/11 ROSE PASS E003 ELECTRIC ROUGH ROZ @ 860-242-7578 08/17/11 DOUG PASS B004 INSULATION RICH ® 860-614-1693 09/26/11 ROSE PASS P004 PLUMBING GAS TEST DOMINIC-539-2434//NEED TO SEAL PENETRATION FROM GARAGE WALL 09/29/11 ROSE FAIL BO10 FINAL GARAGE ATTIC ACESS TO BE SEALED AND SELFCLOSING 09/29/11 ROSE PENDING BO10 FINAL HALL SM &CO DETECTOR/FIRECAULK PENETRATIONS ON GARAGE WALL 02/07/12 ROSE N/A E001 ELECTRIC SERVICE 02/07/12 ROSE N/A E002 ELECTRIC UNDERGROUND 02/07/12 ROSE N/A P001 WATER HEATER REPLACEMENT 02/07/12 ROSE N/A B005 FIREPLACE / CHIMNEY INSPECTION FIELD SHEET 01/13/21 • Printed by Middleton, Morgan 11 52 26 t 02/07/12 ROSE N/A B006 WOOD / GAS STOVE 02/07/12 ROSE N/A B002 FOUNDATION 02/07/12 ROSE N/A B003 FRAMING (ROUGH) APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION YES / NO BUSINESS ASSEMBLY CURRENT USE AND OCCUPANCY MERCANTILE EDUCATIONAL FUTURE USE AND OCCUPANCY INSTITUTIONAL FACTORY STORAGE ENGINEER'S NAME PHONE GARAGE MIXED USE ADDRESS CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD ro SIZE OF MAIN FEEDERS AND RATING OF WIRE USED NUMBER OF METERS ! NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED?YES/® NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPERATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK /U e tj rc-[td e,4 c-1 d ta e�ll k"y r,� Zoo�r4 v6 c_ G Z jzkfje ze ad f 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!` `�� SIG OF PLICANT PHONE NO. O p�Po 3T� 213q DATE I o DEPARTMENT DECISION PERMIT# APPLICATION FOR ELECTRICAL PERMIT �aa Application is hereby: TOWN of SOUTH WINDSOR BUILDING DEPARTMENT Bldg Permit# APPR VED 1540 SULLIVAN AVENUE �+ 644-2511 ext. 230 4 Date Building Inspector Application must be printed or typed Location of job z yy s�A sl-. Street No. Street Lot No. FEE SCHEDULE Floor Apt.No. $0 - $1,000 - $12.00 Over $1,000 $12.00 per$1,000 or any fraction thereof ADDRESS f Q — d� �-F�i i1✓` 1J�'• �� U, -- �(lL�741 OWNERS PHONE# Q APPLICANT —Cy�s�_f' I.�J ✓�/ 001 40%Ow N gF,q ADDRESS ' 332 Old Marlborough Tpke. PORTI AN -CT(�6480 C�j `: ESTIMATED COST S ��DDU' . C'C. C " = IS THIS A CONTRACT COST? _ X YES NO FEE ENCLOSED S jZo , �. �, ' ��: : ` �C.► o SO R• 0 TYPE OF JOB: � (DL407 C Original Installation Alteration/Addition/Repair Revised 11/95 3,40 ' 17 dot n►j �Vt� � VLG. rOC� .� % cap F4up 0 ii o s 4 i Q25 E �au� 10 4� SAW* O TheALL=G4S & Equ@ipmentCa Municipality '2 (IV Sj7/A!► .S T J Job Name sK Q 2- V AI %gR 2 Starting Date Job Description: Avg N Per Public Act 91-95 This letter authorizes 1' to sign the permit as an agent any Of The All-Gas & Equipment Comp for#I above mentioned job and municipality. Applicable License: III HEATING,PIPINGS I I,%I II-ED CONTRACTOR DAV I D P G A RNIER STr&LIr F�T 063 h. David P Garnier License # HTG.0396976-G 1 LIC./REG NQ; �_ FFE IV , EXPIRES 1 Expiration 8/31/2010 HTG.0396976-G °�!r��/01�Zy� y 08/31/2010 1 3150 MAIN STREET, HARTFORD, CONNECTICUT 06120 PHONE (860) 522-5197 • FAX (860) 527-2376 APPLICATION FOR PLUMBING PERMIT (continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YESXNO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (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 ❑YES ❑NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER WATER HEATER: TYPE MANUFACTURER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND i7T7-- COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. _�39(097(r cam/ e,-T CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE c �U/o b Revised4/0!//ZUUZ DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT APPROVE 1540 SULLIVAN AVENUE Bldg.Permit# � 644-2511 ext. 230 �v D�lte Building Inspect Application must be printed or typed FEE SCHEDULE Location of Job: ��-IL� '—fit ► I � � � ) �� $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. i APPLICANT l C-7 APPLICANT ADDRESS 3 ``7� L Q�, Yl lr- a 0+u rb CT APPLICANT PHONE# `5 jo?- -�5 0 7 OWN SF OWNER Sk�r'?-- 1/ii /arm p)/'C� ) q< OWNER ADDRESS 0 (-yq 3C LC (k O �a E" OWNER PHONE C< X/ 93 t^ ESTIMATED COST$ 10e IS THIS A CONTRACT COST? Yes _No G FEE ENCLOSED$ ) TYPE OF JOB: SCR,Cps New Installation Alteration/Addition/Repair �90D 1 D I a� Check List For Applicants with Food Establishments, Wells and Active Septic Systems The following projects require special review by WPCA OR the Sanitarian prior to your submittal for Town of South Windsor Building Permit Applications WPCA Review: Food Establishments(sewer connected only) • Grease Interceptors Industrial, Commercial(sewer connected only) • Recycling, Processing • Renovations, Change of Use Major Home Occupations(sewer connected only) • Nature of Business Sanitarian: Public Swimming Pools Food Establishments • (Septic or Sewer) • Gas Stations • Fairs and Carnivals • Mobile Home Parks Private Sewage Disposal and/or Wells • Additions,renovations and detached permanent structures Name of Applicant/Owner'306 —y -/ +� o( &con A:,,)& ", Address me i— �wO_ V. ask "V S' Applicant/Owner: tJ Please review your project with the appropriate parties above. They will sign below 0, their approval and you may submit an application for a Building Permit. /A �t/C' ,,6Y� WPCA �' C�/h�PUt'� Date D JSanitarian �� Date �/ Bldg 6/09 03/23/2007 PFI 13:25 PA% �J406i0D9 REScheck Software Version 4.0.0 Compliance Certificate Report Date.0-+/23107 Data fliename:EAReschecksrBwbasiu-244 Smith St.rck Energy Code; 2003 IECC Location; South Windsor,Connee iicut r enstr Oon Type: Sin le Family Gazingrea A Percentage: 12 Heating Degree Days: 6156 Construction Site: Owner/Agent. Designer/Contractor; --�� 244 Smith Street Leonard Bortaau South Windsor.CT Ksyslone Binders 123 Notch Road Granby,CT 060M '• CeiOng 1:Flat Ceiling or Scissor Toss: 1408 38.0 0.0 42 COWN 2;Flat Ceiing or Scissor Truss: '30 30.0 0.0 5 WaJ 1;'Nood Frame.16'o.c.: 2448 19.0 0.0 128 Window 1;Wood Frame:Double Pane with Low-E. 282 0,460 130 Door 1:Sold: 38 0.140 5 Floor 1:An-Wood JofsdTrusa:Over Ur=ndidoned Space, 15U t 1 r 0.0 111 Furnace 1.Forced Hot Air:80 AFUE Air Conditioner 1;Electric Central Air.12 SEER Cowfiaace Statement The proposed buildirg dimign cfesotbed here is eonsislont with the building plans,specirraGors,and other calmletlone submtttad with the permit application The proposed building has been designod to meet the 2003 IECC requirements n REScheck Vorsion 4.0.0 and to eompiy with the mandatory requirainents listed In the REScheck Inspection ChoddleL �C No"-Tide Signature Oat ---- Page 1 or 4 03/23/2007 FRI 13t 26 FAR [a0071+,3 c•� REScheck Software Version 4.0.0 Inspection Checklist Date:03/23/07 CoMngs: 0 Ceiling 1:Fiat Craliv or SCisscrTrvss,R a.0 cavity fnwietton Comments: _ ❑Ce➢Ing 2:F!at Ceiling or Sclssar Truss,R-30.0 Cavity insulation Comments: Above-Grade Walls: 7 Wall 1:Woad Frame,16"p R.-19.0 cavrr!irsu!aiion Comments: Windows: Window 1:Wood Frome0ouble Pane with Low-E,U•factor:0.460 For windows withoit labeled U-factore,des:rbo lioatures: #PanAs:Frnrne Type— Thermal A ak?_ves No Comments,— Doors: U Door 1:Salo,lJ-factor.0.1,,4C Comments: Floors: U Moo 1:All-kWod JolatTruss;Cve,Uncwditiored$pace,R-11.0 Cavity insulation Comments:--- Heating and Cooling Equipment: U Furnace 1:FQrm<Not Air:80 AFUE or ligrer Make and Modof Nan*or. U Air Conditioner 17.Fir.,Y6c Catitral Air;12 SEER oe hi hsr Make and Model NaTi er. Air Leakage- (� Joints,penerraGons,and all ctt•er such openings in the building envelope thrt are sources of air leakabe am sealed. J Recessed Ights are 1)Type IC rated,or 2)tns<alied Inside an appropriate air-Ught at:3mby with a 0.5'aoarance from combustible materials.if non-IC rated,t'.xtur6G Ore installed with AT clearanse from Insulation, Skylights: U Minimum insulation requirement for skylight ohaits equal to er greeter than 12[net*&is R-19, vapor Retarder- El Installed on the warm-n-wntor side of all non-vented framed callings,wafL,,and floors Materials Identification: U Materials and equipment are ins'a'W in accordance with the rnerufasturees instaIation Insvxiion5. 0 Materials and equipment are identbed so that compliance Can be dstaeminQd. 3 Manufacturer manuals for all Inslaled heating and cooling equipment anC s wine indict heating equ:pmon:have beer.provided. © In;tiation R-values,glazing U-factors,and heating equipment srfiCency are d6ariy marked on the building plars or specific2lIoN. Fage 2 of 4 03/23/2007 FRI 13:26 FAX 2008/m • I InCLOWn is installed according to manufacturer's instructions,In substantial ovrdWt with the surface being nsufa:t.1,and in a marne r that ach:eves the rated Rwalue without compressing the frsu'atfon. Duct Insulation: rJ Supply ducts in unconditioned attics or outside the building are rnsutated to R-8. Return ducts in unconditioned attics or outside the building are insutaied to R-4. L3 Supply ducts in unconditioned spaces are insulated to R-8. Relum ducts in unconditioned spaces(except basements)are insulated to R-2.Insulrtion is riot requ red on return ducts in basements. 13 Where ox%ricr walls are used as plenum&,lne wall is nsu ated to R-8. Duct Construction: Duct connections to flangazi of air distnbudon systarn equipment are soakd ano mechanically fastened. ❑ All joints,scam;,and eornecf:ons are securely fastened with welds,gaskets,memica(adhesives),mastic-plus-amtedded-Latino, or tapes.Tapes and masliv3 eve rated UL 181 A or UL 181 B. Exceptions: Continuously welded and locking-typ8 bngitudmoI joints and seams on ducts oaerafing at less than 2 in w.g.(500 Pal. Tine HVAC system prrvidas p means for balancing air and water systems. Temperature Controls: Thermostats exist for oath separate HVAC system.A manual or aurtomafic means to padWly re5triyt or shut cff the heating andior cooling input to each zone or floor is provided. Service Water Heating: 0 Water heaters with vertical pipe rlse^s have a heat Vap on both LAG inlet and outlet unless no water heater has an inleg-al heat trap or is part of a ibirmlabng system. C:rcufating hat water pipes are insulated to the Levels In Table 1. Circulating Hot Water Systems: Circulating hot water pipes are msulaiec to the levels in T2b10 1. Swimming Pools: All heated swimmirg pock have an oNoff heater switch and a cover uness over 20%of the heatiN energy is from non-depletable sources.Not pumps have a time clock, Heating and Cooling Piping Insulation: HVAC plping conveying fluids above 105 degrees F cr&Mad fluids below 55 degrees F are insulated to the levels in Table 2. Pay+y 3 or 4 0)/23/2007 FRS 13,26 PAX Z009/009 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation ThIcknass in Inches by Pipe Sixes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Tamporaturo('F) Up to 1' Up to 1.25" 1.5'to 2.0' Over 2' 170-160 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 15 100.139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes rlull temp, Insulation Thickness in Inches by Pipo Saes Piping System Types Rar e(.F) 2'Runouic 1'snd Less 125'to 2.7 2.5'to 4" Heattng Systems Low Prassura/Temperatire 201-250 1.0 1.6 1.5 2.0 Low Temperaturo 106-200 0.6 1.0 1.0 1.5 Steam Condensate(for food water) Ary. 1.0 1.0 15 2.0 Cooling eystwft Chiiled Walter,Refrigerant and 40-55 0.5 OS 075 1.0 Brine Mow 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Page 4 of 4 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A SIDENTIAL BUILDING PERMIT APPLICATION? RYES O NO Q BUSINESS ❑ASSEMBLY CURRENT USE AND OCCUPANCY ❑MERCANTILE El EDUCATIONAL FUTURE USE AND OCCUPANCY � ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE 0 STORAGE U GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATIONN �� SIZE OF MAIN DRAIN NO.OF TOILETS Z- STYLE -T-4 w IC_ NO.URINALS STYLE NO.OF BATHTUBS � NO. OF SHOWERS�_ NO.OF LAVATORIES NO.OF CONDUCTORS SIZE -S NO.OF STACKS SIZE Z + 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 R YES ❑NO SIZE OF WINDOW 3 k 7/ IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK /f SIZE OF WATER MAIN IZE OF WATER PIPING&RISER WATER HEATER: TYPE cNIQ VL MANUFACTURER No C t z- ©4 j DESCRIPTION OF WORK OcKl- rffetA -ci THE UNDERSIGNED HEREBY APPLIES FOR A PrRMIT TO PERFORM THE WORK DESCR I rD AND is TZr— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS TICENS—EN O. TYPE STATE SIGNATURE OF APPLICANT DATE i DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# TOWN OF SOUTH WINDSOR Rr7a�b Application is hereby: BUILDING DEPARTMENT APPROVED 1540 SULLIVAN AVENUE Bldg.Permit# �T---��, 644-2511 ext. 230 Date Bui ding Inspect , Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 FTenant Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof nation Apt.No. APPLICANT 61 t-D ccrA r d Pl u wt'O i c, L L [.— APPLICANT ADDRESS Z G r-a k wt 2oa c( S- I) It a S h r T CT 66.0 APPLICANT PHONE# J60 - G YY— /9 7 S O W N St OWNER /^sr-b rb JA I-u t` 1lf25 o L L C-C— -- OWNER ADDRESS U b OWNER PHONE C ESTIMATED COST$ O t�0 .� IS THIS A CONTRACT COST? Yes _No �G FEE ENCLOSED$ TYPE OF JOB: �j9g I SOR•Co )-0 New Installation Alteration/Addition/Repair SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT ***** BUILDING PERMIT***** ADDRESS �jq ZA, LOT/UNIT# Reviewed by BP (Engineering) CONTACT/DEV Date Reviewed 3�a Appro D PH# Reviewed by (Planning) Date Submitted Date Reviewed 3 d-Y rove In accordance with the Zoning and/or Subdivision Regulations,prior to the building of any structure on a lot,a Topographic Plot Plan shall be submitted for approval. The minimum requirements shall include: Approved Denied N/A 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 4. Plot Plan at 1'=40'scale t a. Subdmslon reference,abutting properties,etc. /., b. Easements of record C. Lot description,bearings,building lines, distances,area,etc. -lam d. Contours,eAsting&proposed,I Or 2ft.interval where appropriate e. Building location with dimensions.Elevations of proposed finish floor,garage floor&centerline of road at driveway f. Elevations of gravity drainage systems,sanitary f. � &foundation drain at the house and the street g. Tentative utility location(gas,water,electric, / septic system,etc. h. Title block with name&address of preparer, date,appropriate certification,live seal&live signature consistent with the Board of Registration requirements.(P.E.&L.S.) S. Sedimentation and erosion control — }— 6. Special Planning&Zoning,Inland/Wetlands U� considerations(Plans on file w/Town perk) COMMENTS: A�1�JCS5 OW (' h�6 Fr��J�� N' 3• J s/engineering/molloy/building compliance checklist h dui*i KEYSTONE BUILDERS & DEVELOPERS L.L.C. ................................................................................................. ........................... 123 Notch Rd.. Granby,Ct.06035 Phone/Fax 860-844-8380 August 1,2007 Town of South Windsor Building Dept. Dear Sir or Madam: --The intent of this letter is to terminate the permit process at 244 Smith St.because at this time Keystone does not intend to construct a house at 244 Smith St.(Lot #2 nation subdivision). Cordially, Signature �/t7/l�e//lfrit�Z �,C�ld�✓� /��/C�l�`l�-i/��i%'GGC' JNIaNVI SaaO-Azifla£#im Electric # APPLICATION FOR BUILDING PERMIT Plumbing# 244 Smith Street HVAC# Date: �7 �? Sprinkler# 900314 Estimated Cost $ I la FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ Engineering TYPE ORPRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. ► SIGN ON REVERSE SIDE 0I Total Fee p; pt k$ d TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Zr- Applicant alt6n ConsAfJCfiLs jcllLocationofWork ;9�jy 5r'riith 5fi' Lot No. Applicant's Address Y7 Fwc Acidr S 2ck Tel # 160 9149 07(dr Town S,rnCr'S G) Zip OGO-) I Lic.# tJ4C-0O1*;1q81 Owner- 76-404 Hehtoa LLL. Architect Owner's Address Maiki s1'/eer Architect's Address zip-or.0;13Zip : 1 FI.Sq.Ft. New Area 19W 1667 2nd FI. 112377 —3rd FI. Total New Area qW Purpose of this permit City Water Well ❑ Septic System S Sewer 0 Ins: HO SP Cert. p s Area Basement Garage Approved by Date O ' "/ Use Group-1,09C., Construction Type IVRevised 1108 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in whic building and its use is allowed. Signed I hereby apply for a Certificate o up for the work describe application for the permit. Signed T WRITE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 11/18/09 Pritted by Peart, Dayshell 08 56 51 INSPECTION: 27754 FINAL PERMIT: STATUS APPLICATION: 200900871 LOCATION: 244 SMITH STREET SOUTH WINDSOR PROPERTY ID: 83700244 OWNER: 376-404 HEBRON AVENUE LLC CONTRACTOR: GEORGE COLTON CONSTRUCTION LLC 860-916-0749 DESCRIPTION: NEW HOME CONSTRUCTION 2 CAR GARAGE NO BONUS ROOMS FINISHED B WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 11/17/09 SCHEDULED: 11/17/09 AM COMPLETED: 11/17/09 UNPAID FEES 00 Date Time TIME TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 08/13/09 FLAN PASS B001 FOOTING 08/27/09 ROSE PASS B001 FOOTING 08/18/09 DOUG PASS B002 FOUNDATION 09/23/09 DOUG PASS B003 FRAMING (ROUGH) 09/28/09 DOUG PASS B004 INSULATION 11/18/09 ROSE N/A B005 FIREPLACE / CHIMNEY 11/13/09 ROSE PENDING B010 FINAL 09/08/09 ROSE PENDING E001 ELECTRIC SERVICE 09/29/09 DOUG PASS E001 ELECTRIC SERVICE 11/18/09 ROSE N/A E002 ELECTRIC UNDERGROUND 09/23/09 DOUG PASS E003 ELECTRIC ROUGH 09/28/09 DOUG PASS H003 HVAC ROUGH 09/23/09 DOUG PASS H003 HVAC ROUGH 09/08/09 ROSE PASS P002 PLUMBING UNDERGROUND 09/08/09 ROSE FAIL P002 PLUMBING UNDERGROUND 09/15/09 ROSE PASS P003 PLUMBING ROUGH 11/18/09 DOUG N/A P004 PLUMBING GAS TEST 11/17/09 LIPE PASS Z003 CO PLANNING INSPECTION .r+ V`EIII S) SITE COMPLIANCE CHECKLIST ouli , 09 TOWN OF SOUTH WINDSOR, CONNECTICUT ***** FOR C OF O ***** iNLMW wETu1NDI AGENCY l / CONSERVATION COANAM M ADDRESS 3 7 S► )4-A S f. LOT/UNIT# _ Reviewed by G�(Engineering) CONTACT/DEV GPOf V CC )+O✓1 MOT Jr � ( J Date Reviewed � �r /Denied �,� PH# r}�P _�I n 7 `I q Reviewed by (Planning) Date Submitted_ � � ��p / 1�tf*Date Reviewedv /Denied Date Reviewed I/ l ( ved (Health) As required in the Zoning and/or Subdivision 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 systems b. foundation drain C. electrical&telephone d. water —�� e. other ti ; I f C S. 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 COMMENTS: n do n-0 d Z Yit✓,L. �y�{1,1:� , L.n�-,� i��S�r� .;L�rsc1 , asc►c Vv �UOu �. s/engin*enng/rnolioy/site complianoe cheddist 0" - Page 1 of 1 Molloy, Catherine From: Devito, Robert Sent: Friday, November 13, 2009 8:05 AM To: Doolittle,Jeffrey; Molloy, Catherine Cc: Dougan, Christopher; Hall, Judith; Galligan, Matthew Subject: 244 Smith St Co This office has been asked if the requirements of the public health code for this property have been satisfied.The condition of approval for this property consisted of abandoning the two existing wells by a licensed well driller.To date this office has not received any well abandonment permits requesting to abandon the wells.A site visit conducted on 11-12-09 confirmed the wells have not been abandoned. 11/13/2009 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATE WITH A BUILDING PERMIT APPLICATION?-AYES ❑ NO RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ ASSEMBLY FUTURE USE AND OCCUPANCY El EDUCATIONAL �Q ❑ INSTITUTIONAL ENGINEER'S NAME �'-;/�n .J��- �e`�� PHONE" ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE mAZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD vy,G`� SIZE OF SERVICE aW CL_ 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 )d NUMBER OF OUTLETS I NUMBER OF LIGHT FIXTURES 0 NUMBER OF HEAT CIRCUITS ' NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. 41 DESCCRIIPPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT (r/ ` DATE - C9 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 1 OQ i-7Z APP M 1540 SULLIVAN AVENUE �„�1 644-2511 ext. 230 Bldg.Permit# (Date Building Inspect ( 9 3 Application must be printed or typed FEE SCHEDULE �+ Location of Job: -L , $0-$1,000=$15.00 [Ternani Over$1,000= No. Street Lot No. $15.00 per$1,000 Wnp.,Lor any fraction thereof Designation Apt. No. APPLICANT P-Jf iC, zzrr;�C . APPLICANT ADDRESS -] C.6cr'ket— igJe-K-tom , ! ocm:f.. AcQ GA- o (ogo x APPLICANT'S PHONE# &0 OWNER •�OWE ;S Fq� OWNER ADDRESS 1 OWNER PHONE O ESTIMATED COST$ '�M. 0-0 C x- ,.� t► U IS THIS A CONTRACT COST? X Yes No FEE ENCLOSED $ i Z O p-p �Gj °, ��, TYPE OF JOB: OR-Co New Installation Alteration/Addition/Repair f�—2,0 11 p01H Revised 03/05/10 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPL CATION? ❑ YES ElNO k'o ❑BUSINESS CURRENT USE AND OCCUPANCY t �� ❑ASSEMBLY ❑MERCANTILE FUTURE USE AND OCCUPANCY 4,4eA�, ❑EDUCATIONAL ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION SIZE OF MAIN DRAIN NO.OF TOILETS STYLE NO.URINALS STYLE _ t,( NO.OF BATHTUBS NO.OF SHOWERS NO.OF LAVATORIES _ NO.OF CONDUCTORS SIZE C 2d �K NO.OF STACKS , SIZE �{ AREA OF ROOF NO.OF CATCH BASINS NO.OF FLOOR DRAINS NO. OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES �NO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK u SIZE OF WATER MAIN SIZE OF WATER PIPING&RISER `3 WATER HEATER: TYPE MANUFACTURER / DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED is TT— COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WO 03 -l0, T CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF PL T DATE Z— 7 — DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR 11 d a 2.10 BUILDING DEPARTMENT APP O 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 T—D—ate— Building Inspec r Application must be printed or typed FEE SCHEDULE S�U� Locat' $0-$1,000=$15.00 treet o. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ok C � APPLIC DRESS U CT- ae67 I f, APPLICANT PHONE# V W 0. N S OWNER CA 4 OWNER ADD S$ 0 b OWNER PHONE C ESTIMATED COST$ tO Q x * IS THIS A CONTRACT COST? _Yes No FEE ENCLOSED$ IDS O�� TYPE OF JOB: OR C �ew Installation _Alteration/Addition/Repair � r..I ;.,�1:f Y Y,a.��, p�• • i� n I OtECEIVED SITE COMPLIANCE CHECKLIST JUL 2 B zoos TOWN OF SOUTH WINDSOR, CONNECTICUT BUILDING PERMIT***** MND11R►W�DIA ADDRESS 414. LOT/UNIT# C�: Reviewed by (`) (Engineering) CONTACT/DEV I Date Reviewed '7 o ro d/Denied PH# C Reviewed by (Planning) Date Submitted Date Reviewed proved/ enied Reviewed by-$�jalth Dept) Date Reviewed pprovenied In accordance with the Zoning and/or Subdivision Regulations, prior to the building of any structure on a lot, a Topographic Plot Plan shall be submitted for approval. The minimum requirements shall include: Approved Denied N/A 1. Name,address&phone number of owner/applicant f 2. Name, address&phone number of plan preparer 3. Zoning Information—i.e.zone,open space, floodway,street address 4. Plot Plan at 1"=40'scale o� a. Subdivision reference,abutting properties,etc. b. Easements of record C. Lot description,bearings,building lines, distances,area,etc. d. Contours,existing&proposed, 1 0r 211.interval where appropriate e. Building location with dimensions. Elevations of proposed finish floor,garage floor&centerline of road at driveway Elevations of gravity drainage systems,sanitary &foundation drain at the house and the street g. Tentative utility location(gas,water,electric, septic system,etc. h. Title block with name&address of preparer, date,appropriate certification,live seal&live signature consistent with the Board of Registration requirements.(P.E.&L.S.) 5. Sedimentation and erosion control 6. Special Planning&Zoning,Inland/Wetlands considerations(Plans on file w/Town Clerk) COMMENTS: s/engineering/molloy/building compliance checklist APPLICATION FOR HVAC PERMIT(Continued from reverse side) TYPE O SYSTEM: TYPE OF BUILDING: HEATING RESIDENTIAL A/C ❑ COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDRONIC M WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE O OF INSIDE—,y- OF DIFFERENCE T5 AOF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) A.,J 1 —o,,J 1_3 SY'57_ f- JAJ I_r7J, Q- S wP�k�l' G,gso,—I a2- 7., SY, occ 3*r . _ 1 ea- v � GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) Q 0 TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION: ❑ INSIDE ❑ OUTSIDE CAPACITY GAS-INPUT LPG TANK CAPACITY Sa 0 ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE qS OF INSIDE ��OF DIFFERENCE Z OF TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE& MODEL NO.) TONNAGE 2 COOLING CAPACITY(BTUH)Z 4o v v VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK S 0eeL_,1 ArJ O zf j 5,rA-( 17 C�2A-►-1 V e V �►T - 1 — - THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 039 -76 79 CONTRACTORS LICENSE NO. TYPE STATE r SIGNATURE OF APPLICA DATE 712 Y/f7 j j APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT 110 a t'i7 APP O D 1540 SULLIVAN AVENUE �. 644-2511 ext. 230 Bldg.Permit# IlauotA`3 :D� Date Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: $0-$1,000=$15.00 �'�7 gM� /f St- Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT ► c✓ , r" /Nl t'e L�—:7 M e c Ih 6C-) i C-Co c�> APPLICANT ADDRESS f . Q , r, K 27 7 APPLICANT'S PHONE# 8(Q( 63 2 2413 `l OWNER :SEr--.I.•�, r—¢,2 t3P I NrQ .`0 N 3 fq< OWNER ADDRESS _ SA,^,I-� �— OWNER PHONE O �` ESTIMATED COST$ . U C .. U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ — �! TYPE OF JO CO, OR C0 New Installation 7P� 7 Alteration/Addition/Repair Revised 03/05/10 Electric # APPLICATION FOR BUILDING PERMIT Plumbing# Date: 0 HVAC # 244 Smith Street Sprinkler# 730726 -- - _- -_ -- -- -_ -- -- -__--- Estimated Cost $ FINAL APPROVALS .a Building :�G PLETE RED BOXED AREAS Permit Fee $ Engineering TYPE OR PRINT ONLY Occupancy Fee $ �U• Affidavit Eng. Insp. Fee $� Appr. for CO. ! ► SN ON REVERSE SIDE - - - - - -- — -. - -- - ---- --j � Total Fee $ C7 TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do wor cording to the following: Applicant Location of Work 5'y �T� /ram J Lot No. o2- Applicant's Address /2 3 No 7C4fe 2A Tel.# Y�o PiY`1'9 3X Town_ �s-/9-e'73Y itT Zip 016035 Lic.# 39-7 y Owner_3 7 6 S'o 5/ .9dC�- G• Architect Owner's Address_/Z3 iv0 rca`t f'zy Architect's Address &E,4Av11� ,C� Zip °d03:r Zip_ Sq. Ft. New Area: 1st FI. 113E" 2nd FI. 1` S_0 d FI. Total New Area Purpose of this permit /V€w 17b/r7,F_- City Waters Well❑ Septic System Sewer❑ Ins: HO 6P �f Cert. Area Basement Garage Approved by Date 10' Use Group Construction Type g Revised W02 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper distance from all street lines,side yard lines,and required distances from all other zones and is located in which this building and its use is allowed. 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 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Applicat' BUILDING DEPARTMENT APP OVEN B1540 SULLIVAN AVENUE ` 7 Z 644-2511 ext. 230 Bldg Permit# Date ding Inspector g Application must be printed or typed FEE SCHEDULE ,� r 1Location of Job: $0-$1,000=$15.00 09 QL I �yyLiN-Vt — Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT APPLICANT ADDRESS APPLICANT'S PHONE# u O W N S OWNER _ �e �JY ti3 00,00, OWNER ADDRREn qAL 1 ADDRESS oZ�-/ I OWNER PHONE G (e C/ of f ESTIMATED COST$ C � O U IS THIS A CONTRACT COST? Yes No - FEE ENCLOSED$ TYPE OF JOB: b-7 OR-CO New Installation Alteration/Addition/Repair • Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPEOFBUILDING IS THIS APPLICATION ASSOCIATED WITH BUILDING PERMIT APPLICATION? ❑ YES ❑ NO ❑ RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS I ❑ ASSEMBLY FUTURE USE AND OCCUPANCY ❑ EDUCATIONAL ❑ INSTITUTIONAL ENGINEER'S NAME PHONE ❑ FACTORY ❑ STORAGE ADDRESS ❑ GARAGE ❑ MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRING METHOD. SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBERS OF METERS NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS NUMBERS OF DISCONNECTS REQUIRED? ❑ YES ❑ NO NUMBERS OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A IC CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOR- MANCE OF SUCH WORK CONTRACTORS LICENSE N 0TYPE STATE SIGNATURE OFAPPLICAN DATE �- SolarCily Date: 191 Dear Sir or Madam: I, the undersigned Darrell R. Michalek, CT Electrical License Number El 125305, Hereby give 53d.�C4 A[.U112I j /Cjn) authorization to apply for electrical permits under my license. Please call me with any questions or concerns. Address: a�_IC1 �-'�k�-14-tq Q ELECTRICAL UNLIMITED CONTRACTOR Description: Solar panel roof mount installation DARRELL R MICHALEK 3 FRANME LN j L j System size: 1-3 S— PLYMOU rK CT WM-7022 ( 1 ET(rC`.TI'v F xp4c•' J / ELC.0125305-El 10/01/ 14 09/30/2015 Start Date: I 1 S� ��j� (,te,44,4, Sincerely, Darrell Michalek 802.431.3700 CT Electrical License ELC. 0125305-E1 Electric # 14cY-14-7Z APPLICATION FOR BUI D NG PERMIT Plumbing# HVAC# 44 SM I fl1 Date: P, I )C Sprinkler# yObC(,�( G Estimated Cost $ 10 L/ FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Engineering Occupancy Fee $ Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.for 10- SIGN ON REVERSE SIDE / Total Fee $ TO THEIBUIDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 1� � The undersigned hereby applies to do work according to the following: Applicant 04 Location of Work alLot o. Applicant's Address Fi// �� C � Tel # ^ 7 Town 1 1 Zip Q0 0� Lic.# (� 5 o)7 Owner �'JT) t Architect Owner's Address o�Lj�--t — Architect's Address OVA( l�. Cq— Zip b 607 L-' Zip Sq. Ft. New Area: 1 st FI. 2nd FI. 3rd FI. Total New Area Purpose of this-permit —tnZ1x QA-j ton 0 -7 r00� ►�1lZj�,4*634 5 )d l- - p 1S2 1� City Water J Well J Septic System J Sewer J 146(- l Ins: HO SP Cert. Area Basement Garage Approved by Date Use Group Z L/ Construction Type Revised 1106 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the Town of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for which this permit is asked,and agree that this building is to be located the proper stance from all street lines,side yard lines,and required distances from all other zones and is located in his building aKd its1i use is allowed. Signed 1 hereby apply for a Certificate of Oc for the work des ribe in this application for the permit. Signed DO OT WRITE BELOW THIS LINE INSPECTION COMMENTS SolarCity. Date: I2 1� Dear Sir or Madam: This letter is to verify that rA k*C, A3fAIIZ2aJ/(1P0) is an authorized representative and employee of SolarCity Corporation and is authorized to pull any and all permits and any other project-related documents as needed for the following project: Address: '2LIq . ► w, Ant au Description: Solar panel roof mount installation System size: / L� Start Date: Sincerely, Joseph Collins Regional Operations Manager, Hartford, CT CT Contractor's License #HIC.0632778 391175 • STATE 0F Ct) tiVF; CTICI T 1)F:PAKTMENT O C 0 N S U M F k pltt)'i EC TIt) ` I t' 'A ( .11% 1 t 111 k i L. I) U V ♦ 11 .11 1 1 i�11i { 411111L' k I 1 a 111 IIf, I I►h Attached is your Home Improvement Contractor Registration. This registration is not transferable. ,a questions,contact the Trade Practices Division at(86o)713-61 to or email ds�,iradevr��rices�C-tgo�• 4'isit aui web site to verify registrations and download applications at ww�v.ct.eo__ v_/den, HOARSE IMPROVEMENT CONTRACTOR SOLt�RCITY CORPORATION 50ILARCITY CORPORATION 3055 CLEARVIEW WAY 30F5 CLEARVIEW WAY 0 SAtN NtATEO,CA 94402-3709 Sis,N, toTE O,CA 94402-3709 HIC.0632778 12/01/2013 11/30/2014 .Lv INSPECTION FIELD SHEET 03/17/15 Printdd by Peart, Dayshell 09 03 50 INSPECTION: 72644 i FINAL PERMIT: STATUS APPLICATION: 201401716 LOC: 244 SMITH STREET SOUTH WINDSOR PROPERTY ID: 83700244 OWNER: BRIN PETER J & JENNIFER J CONTRACTOR: REQUEST BY: PROJ DESC: INSTALLATION OF 57 ROOF MOUNTED SOLAR PANELS WORK ORDER: INSPECTOR: T76653 RESULT: PASS- ` r REQUESTED: 3 `'03/05/15 PRIORITY: SCHEDULED: 03/13/15 PM COMPLETED: P03/13/l5, l UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: RAYMOND @ 860-924-7003 ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 03/13/15 DOUG PASS E010 ELECTRIC FINAL - EROSION & SEDIMENTATION CONTROL NOTES SURVEY NOTES.• 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL 1. THIS SURVEY AND MAP HAVE BEEN PREPARED /N Wl ACCORDANCE 7H SECTIONS EROSION AND SEDIMENT 'CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. 20-30OB-1 THRU 20-JOOB-20 OF THE REGULA TIONS OF CONNECTICUT STA TE 1. SET POSTS ANO 2 STAPLE THE SILT ,A•uGl�DD�TC,1411 cE,unur.TO THE 7 T7TT-T-T-7-TT-7�7 �/-T� / / / -r /�/ N-1 MO EAS RES RME T/� nr IIAIA1 AlAlll !l On RI1 P1 A/�(-t1 f111f11A11� /\/1A1(`T(•)I Ii.TI/1A1 AC AIC/'`CCCA DV�vn••,•�- • n..c. �n.ry rnnt,ln•I ucnvnlc n o lio IRGI'1N'I p THE POST • 2. ALL EROSION VIV liViV IKVL MtHJUKGJ HKt IV 6G MHIIV IHIIVGU Vf[ fCGI'Lmk.r_u VVItIIVV IiVIVJ If[Vl.I1VIV HJ IVGIiLJJ/'u�1. AGENCIES-"STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECT/CUT" 51 UPSLOPE POST UPSLOPE FROM POSTS. ELT �6 Min. PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND FOR STABILITY FENCING- - - - - - _ - - _ 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES AND SELF- , ', i� SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE, ANY SURVEYORS INC SEPTEMBER 26, 1996. CLEANING. TT ,••:5• S ;_ ,,.,-4 '�•ti ti n -HORIZONTAL ACCURACY MEETS CLASS A-2 AND VERTICAL ACCURACY MEETS a5 T $ s� :i.; �:,�:d 101 1 Broken Stone PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN CLASS T-2. �T2" MIN. � �� IM or Screened AGENCY. RVEY /S AN IMPROVEMENT LOCAT/ON SURVEY-PROPOSED, AND /S 1 - _ 12" Le�ll�° o '•A40 Gravel 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER -TYPE OF SU - _ fig, A ON OF PROPERTY LINES WI TH RESPECT TO I-INTENDED TO DEP/CT THE LOC Tl p p p p p p - °o POSSIBLE. PROPOSED IMPROVEMENTS. pppp - °�_ ':: 9 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH ano s" CT D.O.T. 2" STONE TO BE PLACED OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. NOTES• Z coo a OVER FILTER FABRIC MATERIAL �-- 48" 1 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY 01313 1313 1 OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. 3.ATTACH FILTER FABRIC TO 4. BACKFtII THE r11n. 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. �, O p p p 0 0 FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT iy pppRpp FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL. 7. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN Illi2. THE MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. p p p p p 18' Min. GROnn a I iUND p p p p p COMPACTED 3. AREA OF THE PROPERTY = 123,750� S.F. coocoo a p BAacFlLL 2.8± AC. Jni n, L ....t RAYERICTIVE 41 t EDGE OF PAVEMENT - _ 4. PROPERTY IS LOCATED IN THE RR ZONE. THRU STREET MANHOLE EXTENDED TO GRADE- -I I T I (REOURED F FILL OVER TANK EXCEEDS 127 48" min. MANHOLES 5. HORIZONTAL DATUM: NAD '27 ANTI--TRACKING APRON VERTICAL DATUM: NGVD '29 N.T.S. CONSTRUCTION OF SYNTHETIC FILTER BARRIER LEDGE INLET-�- � To m 10 -•r•OUTLET m MAP REFERENCES: 10, 10 TYPICAL 4' WIDE X 12" LEACHING GALLERY o•^ AFFLE SMITH STREET SUBDIVISION /SPECIAL EXCEPTION Min. 6" Cover oun.ET DEVISE 250 SMITH ST. SOUTH WINDSOR CONNECTICUT NOT TO SCALE INLET BAFFLE S PREPARED BY DESIGN PROFESSIONALS, INC.-SHEETS Typical System FILTER oensE Select Fill Mat. o CONNECITON AT MID DEPTH � 1-5 OF 5 AND L1 DATED 5/12/06- REVISED 6/27/06 a GAS DEFLECTOR 5 Top of 2/3 REQUIRED ACV IN 1 RE�OUIREr_7 W/ - ONO CONSTRUCTION NOTES: 5' embankment �T�"'��T oouPARTUF�+r 1. HOUSE SEWER TO BE 4" I.D. EXTRA HEAVY CAST IRON PIPE .• .''<. ••' •• Original Grade AS SPECIFIED IN TABLE 2 OF THE CONNECTICUT PUBLIC HEALTH CODE, LENGTH NOT GREATER THAN 4 TIMES 1M01H OR DEPTH LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. Original Grade 2. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL TO BE 4' Minumum 18" Minumum TWO COMPARTMENT PTIC TANK N.T.S. PLACED AND COMPACTED IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION. NO TRAFFIC OTHER THAN Common Fill TRACK DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD, OR OTHERWISE Maximum Groundwater (Shall be select o / COMPACT THE FILL AREA. MATERIAL TO BE DUMPED AT THE EDGE OF THE Elevation material if designated J, - - - - - STRIPPED AREA AND SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. Ledgerock as reserve area) 3. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED _ _ TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. - _ TP LIMIT �� 80 REGULATED UPLAND RE IEW 4. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER MINIMUM SEPARATING DISTANCES ABOVE LEDGEROCK AND GROUNDWATER SILT FENCE (TYP) - SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. AND EXTENT OF FILL / ` T 10 _ - 5. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED N.T.S. • _ - - - - - BEFORE ANY SITEWORK IS PERFORMED. _` 96 6. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. AND THE EASTERN HIGHLAND - ' - - ` - - - - - - - ��✓ / ��" _ , ' HEALTH DISTRICT. 7. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE FND _ - TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH WNsroNE ...�"' G CODE OF THE STATE OF CONNECTICUT. _ _ 8. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT DEPARTMENT OF HEALTH CODE. ALL RODENT SCRg 9. NO STORMWATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS RooKN x�a aft _ HAZARDOUS ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. SPLASH g ENCH g$♦' 101 I T ' FEN - � - P0� / _ 10. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS EYER6REEN WALK. LLC ^ PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE 2��23S4V (V. 1169, P. 4) DESIGN ENGINEER IMMEDIATELY. _ /A / -1- - - _ - - - - - - - - �4� 102A - -104- -� 11. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE / �(� - - - - - - - - - - - - AS SOON AS POSSIBLE. 12. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE RUNOFF AWAY FROM THE SEPTIC SYSTEM. evFFF - _ _ - 3 R /N£ WF 1-7 REBAR FND f \ 13, ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE r �t.so' EAST& CORNER NORTH _ / •` EXCAVATION FOR THE TRENCHES. q �y , �. IRTY CORNER i 'WF 1-8 � t" PIPE /(� p6 FND 14. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR O�p � '"f 1-a �� '�' - - - ..-- TOP 3 TO 4 !NCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. O S l,nl SCARIFYNE SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. m � J _ _ - ' WFF 1-e _ `�� AREA OF LOT - - 15. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM \ 6� L T+0'1"AL■ OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ALL ADJUSTMENTS MUST BE APPROVED BY ' - 123 (� THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER. 1 _ - �50±SF , ' f Will 1-12 16. A BENCH MARK IS TO BE SET AT THE TIME OF THE HOUSE AND SEPTIC SYSTEM STAKE OUT. / / 2■V± AC 51 1 O 1 1 17. ROOF LEADERS TO BE DISCHARGED ON SPLASH PADS. WF 1-17 ` • ' i WF 1-18 so WF 1-4 x5 q- >f q 18. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH DROP IN GRADE AT A N/F ss - - t /� / Wr i-13 CRAB D. NATION \ °� SCALE: 1 -20 -•0 DISTANCE OF 6 FEET FROM THE FOUNDATION AS SPECIFIED IN THE STATE OF CONNECTICUT e4ERGR WALK. LLC cY (V. 1670, P. 4) ``. BASIC BUILDING CODE. (Y. 1169, P. 4) Cb 168.4.'57 aq_Tt•- - - - - _ _ _ - �\ PERCOLA11ON TEST: 2 a i -WF'1`-i16�. L14 �.3.86/ am - NF 1-3 WF 2\ SELECT FILL: S19 oa'a5 / 1 _ 9� Will 1-1 DEPTH OF PERC, HOLE: 22 INCHES Lot 2 ENCE 1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES. TIME READING CBj_C. RATE 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE / y9 /, �. - - - - - _ _ _ l LIMIT OF 80, F2EGULATED t1PLAN0 R -94 No. of Bedrooms Proposed: 4 RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). / �p0 _ (MINUTES) (INCHES) (MIN/INCH) Perc. Test Hole Number P-2 GRANITE IRON ' " � EW Percolation Rate (Min/Inch): 0-5 HF = 28 3. THE MATERIAL THAT PASSES THE 14 SIEVE IS THEN REWEIGHED AND THE SIEVE W REBAR I ON W/REBAR / SILT FENCE (TYP) IN PIPE 2:50 12.5 - ANALYSIS RESTARTED. FIJD �i�l� TP7 6 _ _ 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: ^ ® y9'� - - -96- Restrictive Depth (Inches): 10 FF = 1., ' 1" PIPE 2:51 14.5 0.5 Slope (�): 10-147 PF = 1.0 FOR WET SIEVE ANALYSES: e" - - - - - - - - _ ` FND SIEVE SIZE: % PASSING: _ �9s� 2:52 16.0 0.6 M.L.S.S. (ft.) = 56 Galleys Req'd = 7 100 / 100 - r #p1 70 - 100 S - oo w 2:53 17.0 1 SF Effective Area Req'd (SF) = 660 #4.0 10 - 50 (SEE NOTE BELOW) �96 - _ _ #10p 0 - 20 � INSTALL• RODENT _ 3 Effective Leaching Area {SF/LF} = 5.9 #100 0 - 5 AND SPLASH PAD �� "` 1 I z_ f 2:54 18.25 0.8 Linear Feel of Galleys Reqd = 112 LEGEND FOR DRY SIEVE ANALYSES: _ _ _ 2:55 dry SIEVE SIZE: % PASSING: _9Q- -T _ _ r 102A H �!` - - Galleys Req'd = 14 • IRON PIN TO BE SET / o BUILDABLESQ I „E �, - ,' - -106 PROVIDED: 2-12" LEACHING GALLERIES MONUMENT TO BE SET 1- 2 J �0 70 - 100 __ K , - - - - - -> ' _108 (56 EACH)= 112 LF TOTAL. � CATCH BASIN AND PIPE #40 10 - 50 N � � - 5 , #100 0 - 5 MAFtGARET FRENCH s�3, -- _ r - 1 o -110 TP 100 -F- PROPOSED FOUNDATION DRAIN #200 0 - 2.5 (V. 387. P. 114) 5� AREA OF LOT 2 TOrtA : ' ` / - 0-4 TOPSOIL AND LEAF LITTER " � f _ _„2 6 PVC N S=0.5% MIN. _ j_ - - L - - " 4-22 DARK BROWN SILTY LOAM 56' N 12" CONCRETE GALLERIES *USE APPROVED TIGHTPIPE WHEN NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO of _1 _ - - - - r - 123,750fSF , ' ' / 22-34 RED-TAN SILTY LOAM NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE N Q° e o ro��b 2.8f AC - . ' 1!q 34-70 COARSE SAND WITH SILT G TOP: 99.70 DISTANCE TO SEPTIC <25 . DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 57. +� l� �,oj F jooa�b , �1 1 .' - -5so- - EXISTING CONTOUR < 1 019 � - - ' -AREA EXCLUSIVE OF ACC' WA. ,' „ rn - - - - - - - Y: � 0f F.Y MOTTLING 22 ROOTS 42 WATER 70 NO LEDGE rs` - PROPOSED CONTOUR THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING _ - -g O, F _ . "SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER. THE INSTALLER SHALL /�n _ _ - _ TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING _ _ - RE AC 1 ` � TP 101 D-BOX x560.25 EXISTING SPOT GRADE SOILS FROM OVERCOMPACT10N AND SILTATION ONCE EXPOSED. / �_ - AREA OF ACCESSWAY: I - �po, } 13,461+§F + I �44 apk 0-2 TOPSOIL AND LEAF LITTER H INV. IN= 99.42 x5so.25 PROPOSED SPOT GRADE - - - - - - - - - _ _ - - _ - - _ 0.3±AC 2-26 BROWN SILTY LOAM INV. OUT= 99.25 (O BE + + ,� 00 0 26 84 BROWN FINE SAND, SOME LOAM 56' - 12" CONCRETE GALLERIES SURFACE DRAINAGE DIRECTION APPLICANT (� ABANDONED) ro ' W I o O MOTTLING 27", ROOTS 37", NO WATER, NO LEDGE TOP: 99.70 -ETC- PROPOSED CABLE, ELECTRIC LEONARD BOURBEAU - - - - - - 51L7 "�E'( 10 - zoa.00' L T`2 M Z BOT: 98.70 & TELEPHONE SERVICE B B a k / N o S86�4,3„E TP 102A INV: 99.25 KEYSTONE BUILDING AND DEVELOPMENT CORP. rcp p - o o- - - - - -o�" - o _ I 0-3 TOPSOIL AND LEAF LITTER �� WETLANDS ox LOC. �� O,N T 7 h A . 3-17 BROWN SANDY LOAM 95' 4" PVC @ 1.0% , GRANITE %!C:J 20 TORE OAK TREE , 'L \ BOTTOM ENCH+1 / k N •_ /�' cr , � ° -- REG. INLAND WETLAND , 123 NOTCH ROAD ,.,SOH . /N2 t� (Tn N> n aec �c� _ ~� o _ ".s0, _ w 17_30 SANDY GRAVEL 11 GRANBY, CT. 06035 iz'°� wAr ,4s 10� ""io4 `� 1 W 30 75 BROWN SILTY SAND K 1250 GALLON SEPTIC TANK* vA/v PROPOSED TREE LINEe��°� a`�n ♦ v Hai , EST PIT `I L Q INV. IN= 100.62 v�M� EXISTING TREE LINE = z *fi TEL. (860) 558- 1 172 �ry ,f4� 1ob3�yta103, Es�RVE 1 r MOTTLING 31 NO ROOTS, NO WATER, NO LEDGE INV. OUT= 100.37 1�.- ; PROPOSED IRRIGATION P] �r+eA, ' ' � �.. , „ CJ EXISTING STONE WALL TO BE INSTALLE73 WITHIN \ 32p _ -� ��_�___ +� , ••, TP 106 L 27 N 4 D.I. @ 2.1% EASEMENTAREA° ° _ LOT 1 1 - ` :- PROPOSED SILT FENCE -,F�''•- 0 W N E R CONNECTING Y• T�°5 0-3 TOPSOIL WELL ANDEKTENDINGTO S ♦ - '2? ai _ ' 9ax9o' , r 3-12 SAND SUBSOIL LOAM A 10'WITHIN PROPERTY NIF 6 v0 O - - M INV. 101.20 DOUG NATION JOHNSONAND � 4"p , 3$' ��`�� ,1(�EnlLoac � , BUILDA�L'ESQUARE 12-42 FINE SANDY LOAM SOILS TEST PIT LOCATION cawPED/n1ARxEo. .2 Q-- ` � + to 200 SULLIVAN AVE. ` s � _ _3 �� ' ' a "� NO MOTTLING, NO ROOTS, WATER 42", NO LEDGE � . PERCOLATION TEST HOLE LOCATION SOUTH WINDSOR, CT, 06074 SCALE: 1"=40'-0" *ADD 250 GALLONS IF GARBAGE DISPOSAL IS INSTALLED. (a PROPOSED WELL TEL. (860) 982-7500 Z- x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291.8755 PLAN PREPARED FOR: SHEET 0 R II LOCATIONS T SHOWN, ARE BASED I N AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. Z Fax 860.291•8757 PLOT PLAN rn INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE _ gn u BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 4 ,D 0 20 4a a30 Leonard Bourbea u 1 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD _ �p� �� BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. 2 - � � �� ) civil engineers tanners DESIGN. JAU DRAHN.•AES CHECKED: GBS Lot �'2 SmithStreet 12327 1 inch = 40 ft~ g P surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1 landscape architects • gis • gps JOB NO.: 2089 DATE 2-26-07 IMPRESSION ES AL AND EORIGINAL SIGNATURE NGINEER/SURVEYOR. NO. DATE DESCRIPTION B�. LAWRENCE R. GEISSLER, JR., L.S. LIC. No. 165 South Satellite Road, South Windsor, Connecticut 06074 South Win&ory ConnecticutDRAWING NO.: 2089-3PLOT--2.l n i - m - � Ili 1z III Ili I m i m u Lil --LV i i IWILWIMI � { IF MR A O I J Om 11 Hill III i IIIII�� III Ff F � � Ll EPARED f5Y- PRR��kr��ESG�R RFFAREHEBi20N AVENUE ASSOCIATES � LOT 2 SMITH SR TEET �' - �m SOUTH WINDSOR, CT 48'-O 4'-10" 01 STAIRS d/ TO uj GRADE DECK 2d4D13046 2d4DN2036 24dDH2O36 C1,1235 2, 1 3/4" X -1 1/4' v, LVL HEADER tu Q U O ' u_ w DINING= o o LU (Do � uza � Q _ V - 2'-1" 2 5'-6" I KITCHEN III-oil � E3R001"fp r / GLOS n� tV 2'_4" x 6'-0" tu 4'-0" x 6 D 4' D" x �' fl" 2'-4" x 6'-5 2'-6" — " — — — — — — UJ 2�-6� x 6'•8� x 6'-8 O 5c x 'c LL O � _ U w O 2'.4" x 6'_fl" Q� Q �p SUESTQ, tL �`'� * 9 ca CLOSET 4 N p i-)�I #2 2'6 x 6 3 5,c x 6,3" Z Z3 Y ------- ly < -8" O 6X6 PT POSTS L -- (Y IL x 42 rliniu-curl -; — w a —1— LINE OF DECK SONOTUBES - ---- I- --------------------------- -- r ----� - - --- U U ___________ �-_=1 O x B 3, 2X10 PT BEAM i 0 4 �� U ---- --- - LIV[NG ROOM DATE �•J d CONSTRUCTION DOCUMENTS: JULY 21, 200S I I REVISION DATES: 2, 1 3/4 X - 1 LVL x 6,4, 43'-2" 4'-10" i I 244D�3046 2d4DN30db j =-- Alei a � 1 � I 1 � X I I Q I I , I I I I - I I TO GRADE 6-8' Il-4' _ ly N I I W 0� Q I I O O o fK = 21-4" 6'-8" 14'-0° uJi p U v 0 1� 11 a � N Q No o �q p� pry J v 11 J ro � O UI�lF�I V I SH Z) � U X T4r60�../ CAI v GARAGE I N i . N ) N + I I I F,41-11LY ROOM CIA J FUTURE FRAMING — I ' AND ROUGH PLUMBING ( I I i FOR FULL BATH 3, 1 3/4" X 22" X 24'0" LVL BEAM i------ i i r�--i ' -- O O GENERAL NOTES: i- _____________ ___________________________________________ _____'_--- _ __- -_________—__ ==Y===-=______________- '_________=______=-_____- 5 i ----------- ------------------------------------------ -----�__ - -- ---_- I, CONTRACTOR SHALL VERIFY ALL INFORMATION AND DIMENSIONS -------------- -------------------------------- -- - ® LVL BEAM PRIOR TO CONSTRUCTION OR ASSUME THE RESPONSIBILITY FOR ANY DISCREPANCIES OR INCONSISTENCIES NOT BROUGHT TO THE ATTENTION Pt o OF THE DESIGNER, t X UP 14 4 2.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH STATE BUILDING CODES, 5/8" FIRE RATED *� RISERS DRYWALL ARA E / HOUSE ^ 3, ANY AND ALL STRUCTURAL CHANGES TO BE VERIFIED WITH BUILDING WALLS AND CE'LINC __ _ U DESIGNER PRIOR TO CONSTRUCTION, W 4. 2, 2X 10 HEADER, TYPICAL UNLESS NOTED Lu Q m �? i'_O" _2" -_ y-� __ __�L L___ J U cp 13'-10° 5, DOUBLE FLOOR JOISTS UNDER PARTITIONS PARALLEL TO JOIST m J _ p -------- --- ----- � x CI J � � � Q 0. _----- p m c 6,TRUS JOIST WEYERHAEUSER MICROLLAM LvL AND PARALLAM PSL BEAMS ANDLu V `� -------- m N - ------ -- x O HEADERS SPECIFIED k 41 - 9 p Ct `n MICROLLAM LVL: Fb = 2,600 psi E = 1,S00,000 psi PARALLAM PSL: Fb = 2,'300 psi Lu E = 2,000,000 psi W �L;-y3^�E Zes�u,_^-6 2»4DH304c-2 1, ALL LUMBER SHALL BE 12 D.FIR OR BETTER /�� L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 L — — — — UPPER LEVEL UPPER LEVEL OVERHANG OVERHANG S, ANDERSEN SERIES 200 WINDOWS SPECIFIED 21'-5" -1 S, DESIGN LOADS AS APPLICABLE: ALL AREAS EXCEPT SLEEPING AREAS: 40/10 SHEET' SLEEPING AREAS: 30/10 CEILING: 20/10: ROOF:30/15 10, 03 INDICATES THE NUMBER OF STUDS UNDER BEAM ABOVE. IF NOT INDICATED 45'-0 USE (2) STUDS. BUILT UP POSTS TO RUN FROM SOLID BEARING TO SOLID SEARING UNFINISHED LOWER LEVEL= 001 B/F II, IIIIIIIIIIIIIII INDICATES INTERIOR LOAD BEARING PARTITION. ALL EXTERIOR _ GARAGE PLAN p '130 5/F WALLS ARE LOAD BEARING 12, CONSTRUCTION DOCUMENTS IN COMPLIANCE WITH THE 2003 INTERNATIONAL RESIDENTIAL CODE PORTION OF THE UPPER LEVEL 2005 STATE BUILDING CODE, STATE OF CONNECTICUT LOUDER LEVEL f❑1 r O 1 12" X 42" MINIMUM ` SONOTUBES uj O tu f ----_ ___----___-.____ -------------------------------------- ---`_-_-_---___-_-____ -_ --______--___-_-_-__-_-__--____-_____-_-_-_ o�� r____________ ___-_____-._.-______ _____________ 10 X 42 MINIMUM FROST WALL --------------------------------------------------------------------I ILu m I 1 ' 23'-loll I I ID I I H 3 1 I I F I 1 o ; `.I ;, :3I I �--- � � I I z - : o 0 (L � I 1<•, co 3 I/2" CONCRETE SLAB ' I X X Il-4 1 ' ° I I I fuI I I I I I I 1 I I I 1 I O 1 I I 1 4" CONCRETE SLAB, SLOPED 4" i O i i i i L1- ^ 1 ----------J ------ 3 1/2" CONCRETE E FILLED STEEL COLUMN I i lu Z w 30" X Boll X 151, 1 i N CONCRETE COLUMN FOOTING o I I 1 I I I I I Qm Q IIII'I �1:7 1II1II1 1iiII DATE ALE: 1/4" DATE 21'-0" CTION DOCUMENTS: 10" X 42" MINIMUM FROST WALL JUL. 21, 2009 Q7 1 I-------- 17 -7II. L. REVISION DATES: '- ------------------------------ - - - - - i ----------------------------------------------------------------------------------- -' 48-0" FOUNDATION FLAN CONTINUOUS RIDGE VENTING ASPHALT SHINGLES INSTALLED PER MANUFACTURER'S SPECIFICATIONS 15 LB BUILDING FELT 12 5 V PRE MANUFACTURED 1/2", 5 PLY, APA RATED, EXPOSURE ROOF TRUSSES 24"OC ONE SHEATHING R35 INSULATION 12" OVERHANG WITH CONTINUOUS VENTED GENERAL NOTES: SOFFIT - _ I, CONTRACTOR SHALL VERIFY ALL INFORMATION AND DIMENSIONS 1/2" DRYWALL 2X4 INTERIOR FRAMING: PRIOR TO CONSTRUCTION OR ASSUME THE RESPONSIBILITY FOR ANY 1 POLY VAPOR BARRIER W 16"OC D15CREPANCIES OR INCONSISTENCIES NOT BROUGHT TO THE ATTENTION VINYL SIDING I R13 INSULATION OF THE DESIGNER, TYVEK HOUSE WRAP i 2X4 EXTERIOR FRAMING I/2', APA RATED, EXPOSURE i m 16"OC 2,ALL CONSTRUCTION TO BE IN ACCORDANCE WITH STATE BUILDING CODES, ONE SHEATHING 1 3, ANY AND ALL STRUCTURAL CHANGES TO BE VERIFIED WITH BUILDING ' DESIGNER PRIOR TO CONSTRUCTION, 1 I 4. 2, 2X10 HEADER, TYPICAL UNLESS NOTED I 1 3/4" TdG SUBFLODRING 5, DOUBLE FLOOR JOISTS UNDER PARTITIONS PARALLEL TO JOIST 2X12 FLOOR JOISTS OR 2X10 JOISTS Iro"OC ' 6,TRUS JOIST WEYERHAEUSER MICROLLAM LVL AND PARALLAM PSL BEAMS AND ' HEADERS SPECIFIED L__ 2X12 FLOOR JOISTS 16"OG AT OVERHANG 4, 1 3/4" X 14" LVL BEAM MICROLLAM LVL: Fb = 2,600 psi OR DOUBLE 2XIO JOISTS 16"OC E = 1,1300,000 psi 1�, PARALLAM PSL: Fb = 2,900 psf `+l E = 2,000,000 psf N ``J ��, Q 14 RISERS ID8,25" � ` Q z F � � MAXIMUM 7, ALL LUMBER SHALL BE •2 D,FIR OR BETTER V S" MINIMUM TREAD 8, ANDERSEN SERIES 200 WINDOWS SPECIFIED m q � x � 9, DESIGN LOADS AS APPLICABLE: ALL AREAS EXCEPT SLEEPING AREAS: 40/10 Q Z SLEEPING AREAS: 30/10 CEILING:: 20/10; ROOF:30/15 uj ^ 0 O -� •� - - -� e-SL eA B - -� 10, 03 INDICATES THE NUMBER OF STUDS UNDER BEAM ABOVE, IF NOT INDICATED CONCRETE •� 'oeee .o • ' = USE (2) STUDS, BUILT UP POSTS TO RUN FROM SOLID BEARING TO SOLID BEARING, W 0./ Boll X Boll X 15" & Id" X 42" MINIMUM Qu e CONCRETE COLUMN FOOTING o FROST WALL -o -0 11, INDICATES INTERIOR LOAD BEARING PARTITION, ALL EXTERIOR WALLS ARE LOAD BEARING SECTION 20 X 10' CONTINUOUS SHEET: CONCRETE FOOTING 12, CONSTRUCTION DOCUMENTS IN COMPLIANCE WITH THE 2003 INTERNATIONAL 'RESIDENTIAL CODE PORTION OF THE 2005 STATE BUILDING CODE, STATE OF CONNECTICUT 303 FOUNDATION PLAN SECTION e D G� G� L � dL� JUL 2 7 2009 Soutn Winuspr BUII Plml;�1Fe+,�RTMR!RII1f ti 14! TKE BUILDING DEPT. TOWN Of $QutH W1N6SWF $His ceftiffth that posed wian lding or alterationsrtoeA @opies of the proposed precied at �j Strest together with amendments stated in application and filed with plan and I agree to comply with ail zoning, Building and state laws and such orders as shall be issued by the Sultding Department during pendency of this application and final issuance of a building permit. Signed ed sub the condition that This PI 1 ` bullding shall 6M orders and ordinances mgu complied with. e {fled w!t!p Conditionally Approved joDy LCIMIS Building Inspccto¢ 7,i• is. dd. 2 I c) 1� fff - • i 4 A I !.0 -L L F±I,EEEI, A Q fy- - cl FRONT ELEVATION � N 1i- n� 1i- n� 11- 1 5CA1.E: 1/4" - 1'0" DATE ( CONSTRUCTION DOCUMENTS: APRIL 25, 2011 12 REV15ION DATES: 5 i _ - r Z - JJ = l ill f Ill M.1 i 7 REAR ELEVATION I I RELOCATE EXISTING REMOVE EXISTING BDRM WINDOW BDRM WINDOW � t5 12 .. 0 4 H w QC 0. i i5HEET: LEFT SIDE ELEVATION ELEVATIONS 8'-ro 8'-6" 8'-a" IV41 244D-2049-2 I--�------------------------------ 1 I 1 PRE MANUFACTURED ROOF TRUSSES 24"OC 1 I I I ju I I Q Q I LI T 1 I 2, 13/4" X 1 1/4" LVL HDR. , I GN235 I 1 _j L 1 I I .may I [:-O.-\ _ Ej 2-4' x 6'-8' w I II J �e broom 0 I J 1 , 20'-2" 13'-4" 2'-ro 4' aii , .) ( I i I FFl ------- ------- EXISTING N_ STRUCTURAL QN P05T O x Q � p D z iILI --------- SCALE: 1/4" = 1'011 N _ Q -------- -------- EDGE CF EXISTING UY -------- --- ----- GATE AQbI AllNING 71 GARAGE DOOR ❑ �' ___ ___ CONSTRUCTION DOCUMENTS: ~ 5 3'O' x b'-8' Z x -------- APRIL 25, 2011 UW x x�_ O -------= -------- N REVISION DATES: EXi5TING Q Q EXTERIOR FRAMING 2, 1 3/4" X 9 1/4" LVL HDR 2, 3/4" X S 1/4" LVL HDR 2, 1 3/4" X 9 1/4 LVL --DR 9'-0"x Y-0' 9-0'x Y-0` _-0'x T-oll I- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �— L — — — — — — — J OP'CN4L, , GAO.-T RELOCATE EXISTING NOT INCLUDING EXISTING LOWER LEVEL DOUR^E NUNG WINDOW 244D43C46 GARAGE FLAN = S32 S/F MSTIR, 5DfRM GENERAL NOTES: I, CONTRACTOR SHALL VERIFY ALL INFORMATION AND DIMENSIONS PRIOR TO CONSTRUCTION OR A55UME THE RESPONSIBILITY FOR ANY DISCREPANCIES OR INCONSISTENCIES NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. 2,ALL CONSTRUCTION TO BE IN ACCORDANCE WITH STATE BUILDING CODES, 3. ANY AND ALL STRUCTURAL CHANGES TO BE VERIFIED WITH BUILDING DESIGNER PRIOR TO CONSTRUCTION. tf1 4, 2, 2X10 HEADER, TYPICAL UNLESS NOTED p 5. DOUBLE FLOOR J015TS UNDER PARTITIONS PARALLEL TO J015T 0 U 6, ROSEBURG RIGIDLAM LVL BEAMS AND HEADERS SPECIFIED ') W E LVL DESIGN 5TRE55ES: E • 2,000,000 pat t, N Fb• 2,900 par '; p Fv 285 per 5DiRM 02 Fol • 150 par to Q -411 Fc • 2,750 pal Ft • 1,900 pal Q Q 1, ALL LUMBER SHALL BE w2 D,FIR OR BETTER Q W A 8, ANDERSEN SERIES 200 WINDOWS SPECIFIED 9, DESIGN LOADS AS APPLICABLE: ALL AREAS EXCEPT SLEEPING AREAS: 40/10 SLEEPING AREAS: 30/10 CEILING: 20/10. ROOF:30/15 SHEET: y 10, ❑3 INDICATES THE NUMBER OF STUDS UNDER BEAM ABOVE, IF NOT INDICATED A USE (2) STUDS, BUILT UP POSTS TO RUN FROM SOLID BEARING TO SOLID BEARING v N 11, INDICATES INTERIOR LOAD BEARING PARTITION. ALL EXTERIOR WALLS ARE LOAD BEARING RELOCATE EXISTING O DOUBLE HUNG WINDO 12. CONSTRUCTION DOCUMENTS IN COMPLIANCE WITH THE 2003 INTERNATIONAL BUILDING CODE FOR ONE AND TWO FAMILY DWELLINGS AND 200'B CT AMENDMENTS, JFFER LEVEL FLICOR FLAN LOWER LEVEL UPPER LEVEL I- ----•----------------------------------------- c v 1 ------------------------------------------ I 1 I I 1 I I 1 I I I I I I S I I 1 I I 1 1 I 1 I I ' I 3 1/2" CONCRETE SLAB i v I I I 1 1 I I I ' I 8" X 42" MINIMUM FROST WALL UNLESS NOTED ---------- --J ------------ I ` ' 1 I p p c i 24" X12" FOOTING FOR LOAD BEARING i ------------------------------------------------------------------- I n PARTITION 1 r------------------------------------------------------I r----------I— 1 G G ® p ® ® i V/ •----------------------------------------- ---------------------------------- --------------------------------------------------------------I D' I I 1 1 1 -� i EXISTING FROST (HALL 1 1 n n Lu I I I 4° MINIMUM RISE TO LIVING AREA SLAB i � ' i 'D � z ------------ ' I I '-- - __-----_--__` I I 1 I I I r I 1 1 I I I I 1 I I I � V I I I I I I °a ' `7 I I I I j I I < 1 I I 1 I I------ ---1 L----J IQ I LL L----------I iz i i i i i i U- ul I I I � I Lu UJI I 1 a I I ' 1 • I 1 I I I 1 A 1 I 1 I I D D 1 SCALE: I/4" _ doll I I I d I I I I I 1 I I I I I I I I I I I I I 1 I I DATE Id" X 42" MINIMUM FROST WALL D i CONSTRUCTION DOCUMENTS: ----=------v 1 I APRIL 25, 2011 • j i �' i i `' i EXISTING FROST WALL I I ------------------------------------------------- ---------------------------------------------------J I----------------•--------------------- -------------------J I . - v - v - v v v o v o ® .� o REVISION DATES: -- L--------- ------------- ----------------------- v ------®-- �- ---J 3''9 ?-c - -.ja _o i 40-0' FOUNDATION PLAN. i GENERAL NOTES: I. CONTRACTOR SHALL VERIFY ALL INFORMATION AND DIMENSIONS PRIOR TO CONSTRUCTION OR ASSUME THE RESPONSIBILITY FOR ANY i I DISCREPANCIES OR INCONSISTENCIES NOT BROUGHT TO THE ATTENTION yr I rt= yGvIC51`lCti. 2.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH STATE BUILDING CODES, 3. ANY AND ALL STRUCTURAL CHANGES TO BE VERIFIED WITH BUILDING DESIGNER PRIOR TO CONSTRUCTION. 4. 2, 2XIO HEADER, TYPICAL UNLESS NOTED 5. DOUBLE FLOOR JOISTS UNDER PARTITIONS PARAEL TC JOIST 6. ROSEBURG RIGIDLAM LVL BEAMS AND HEADERS SPECIFIED LVL DESIGN STRESSES: E ' 2,000,CCC pat I Fo= 2,1300 pa? CONTINUOUS RIDGE VENTING Fv. 255 par Fci■ 150 pa' ASPHALT SHINGLES INSTALLED Fc ■ 2,150 Inc PER MANUFACTURER'S SPECIFICATIONS Ft . 1,SOO pai 15 LB BUILDING FELT 1. ALL LUMBER SHALL BE 02 D.FIR OR BETTER 1/2', 5 PLY, APA RATED, EXPOSURE SPECIFIED S. ANDERSEN SERIES 200 WINDOWS S 12 ONE SHEATHING -----_-__-- i 5 PRE ^'1ANUFACTURED --------------------------------------------------- RCOF TRUSSES 24"OC 12 i S. DESIGN LOADS AS APPLICABLE: ALL AREAS EXCEPT SLEEPING AREAS: 40/10 12" OVERHANG WITH PRE MANUFACTURED I SLEEPING AREAS: 30/10 CEILING: 20/10: ROOF:30/15 CONTINUOUS VENTED ROOF TRUSSES 24"OC 1 SOFFIT R38 INSULATION 10• INDICATES THE NUMBER OF STUDS UNDER BEAM ABOVE, IF NOT INDICATED USE (2J STUDS, BUILT UP POSTS TO RUN FROM SOLID BEARING TO SOLID BEARING -� w MATSt" TO EX1STiNG GARAGE ',' I/2" DRYWALL I1, IIIIIIIIIIIIII INDICATES INTERIOR LOAD BEARING PARTITION, ALL EXTERIOR Q POLY VAPOR BARRIER CEILING I-iEIGHT VINYL SIDING 5/8" FIRE RATED DRYWALL R13 INSULATION WALLS ARE LOAD BEARING U TYVEK !-LOUSE WRAP 2X4 EXTERIOR FRAMING ,D GARAGE/HOUSE WALL w 1/2", APA RATED, EXPOSURE 16"OC _ 12• CONSTRUCTION DOCUMENTS IN COMPLIANCE WITH THE (A > _ . ONE SHEATHING GARAGE - _ > � 154T SAD ROOM 2003 INTERNATIONAL BUILDING CODE FOR ONE AND J iA TWO FAMILY DWELLINGS AND 2OCS CT AMENDMENTS. Q I GARAGE FINISHES (INSULATION AND DRYWA__ iv) W -4 111 PER BUILDERS SPECIFICATIO'�.5: 3 1/2" CONCRETE SLAB f ♦ o .e e o .o e o .e n• n .� s n .e . e n .e n -� - n n n• •c •� e• .n a• .e G A • p • 4 - . G• G •A ,� p- G •G - G• G .G ♦ • •G •0 •0 4II CO\CR='E 5-AB .o � o .oo � n SHEET: 10" X 42" 1`11N'P'JM 24" X 12" FOOTING e o FROST WALL • o � o •o 0 8" X 42" MINIMUM FROST WALL UNLESS NOTED .0 10" X 10'� CONTINUOUS `--n e� TYPICAL � •� CONCRETE FOOTING •� -c .c •o 3 OF 3 FOUNDATION PLAN i SECTION Io i MAY 19 ?nil D South Windsor BUILDING DEPARTMENT W THE RJUD" DEPL TOWN Of souTH wmN soil ThU cdrGCi kd Me t(ws plan and spectfleatlons are true W llh* POP"" Our4ing or alterations to be eWeaw *1 C) '"•�r�� tl'� Ytreei t®gathV with amendments stated in application and filed with plan and I agree to comply with all zoning, Building and state laws and such orders as shall br issued by the Building Department d g pendency of this application and final issu of a building permit, this plan Is approved subject to the cond an a orders and ordinances regulating building shall be camplled with. Conditionally Approved These flied with Wing Inspeotoe ,et* //�w►o1p/Q� et* a- �/J.�.Kirrf(Irlsss+ r; f " } - y�' �w4• ''LF,ft/ 7� i �.� Nt''�,t I� r� i rte 1 c Mvp ,y 71+ y rz } l f r o - . t � c{ r x J r 1 r 1 S. 14 t' r,S 1 t 1 +.f;or 1�i,� ,. ';• a -f ri '� 1' - 1 - �A n�jA�� .b.•� ;yy��jr�y r 7 a�t�ir'}�"'�rFi' �ns� },h� :; ,1 ..:. ,�� -. - -.. 16A Ai - >i +A i.. �h J�l�(�t�.'IiT'fl{✓,ry37`j,t� t: ^�i 1 r Isttttt�.4Kc ul t S t a - '•Q � :`.1 ,, + � t - ��'�4 i s �'l RECEIVEL-71.) OCT 0 2 2019 South vi,,,.,dsor Building Department W3 PRIM a4a.21 WX rd Awa, 4 f kilo tot* oppif t ande" Par CEIRTWICATION Olt ZONING COMPLIANCE "'roplow bulklng(, U86(s) and/or stru(jure(s) as shown On this plan ,vPPQaqs)to be in conformance with current soulh Windsor 4rand special exceptions may a qluyi.a lons. Variances 4 ng forcement Officer ° STONE 0 ° vlo° O�5 ERRS N67'33_35"W REgPRRPSC CORN o �?ROPRR CENTERLINE 2 71•23' __• — _ — BROOK 0 fsN ?C ► 50' BUFFER L N —E \9LLI ,L. 1 R.Y. _ _ - - -92 - �v SIN m / QIdO `-A2 _ - , _ ,c)A- Cn N ID a RE \'t v8`� C14 9 _ _ 1pp ,98_ ` �k Ba A" LEGEND1p06 /"�" • IRON PIN TO BE SET O E7GSTING NtON PIN O A.A ' gEl DOSTING MONUMENT p1• \ 1 G \�G� \ G 4 _ =EXISTING CATCH BASIN AND PIPE 1N F P N R ' �96� \kr1 P 96 O� / / e`�O , • y �/ ' x5M -EXISTING SPOT GRADE �•PS R�N��NNSo `'` P PNK zoo E>aSTING TREE LINE 1CP ' }, _ -98� ` GONG ,�• , O O °Ea` I ' 63.94 �NG Np�s o �XS0Nr' / Ex`s p1 ik 3 N� p)N sM 9 / -lp cC G`, C` al N 10 s O IOq _ N X110.3 / \ N l°54 _ ' X�06 a �0+ / ' 1�3.4 1 NOTES: _ - - - - - - - ' 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. 06 - - - 5 F' ?, 8 20 3= - � 2. THE MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. a2 - ' f' BIT. DRIVE 32.03 3. AREA OF THE PROPERTY = 123,750 S.F. 2.840 AC. 116 4. PROPERTY IS LOCATED IN THE RR ZONE. 5. HORIZONTAL DATUM: NAD '27 Z 3 / X� 9 'l , '' - j'C' s,�' �Q, VERTICAL DATUM: NGVD '29 �0 O ON , " p MAP REFERENCES: S6 20 03 E _ SMITH STREET SUBDIVISION /SPECIAL EXCEPTION / 230.35 , \ 250 SMITH ST. SOUTH WINDSOR CONNECTICUT PREPARED BY DESIGN PROFESSIONALS, INC.-SHEETS 1-5 OF 5 AND L1 DATED 5/12/06- REVISED 6/27/06 SURVEY NOTES: 4 a 122- - - 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STANDARDS FOR SURVEYS AND MAPS IN THE STATE - - -1 OF CONNECTICUT, PREPARED AND ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., SEPTEMBER 26, 1996. , _ - -124- Air cr TYPE OF SURVEY IS AN IMPROVLINES.EM ENT LOCAT10N SURVEY - RECORD - AND IS INTENDED TO DEPICT THE LOCATION OF IMPROVEMENS RE THIS IS A DEPENDENT RESURVEY BASED ON MAP REFERENCE #1. PACES O&�O 2 12�/ HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL ACCURACY MEETS CLASS T-2 STANDARDS. TO THE BEST OF MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. C `ON\`� G __j �EZo, 12327 �PCE/ LA ENCE R. GEISSLER, JR. LIC. No. �1'R`5 J / -13A'/// ' w^\'C`, S / Z X 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860.291.8755 PREPARED FOR: SHEET 0 II II LOCATIONS AS SHOWN ARE BASED ON AVAILABLE Fax 860.291.8757 Z INFORMATION.ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE W Lb"Tw PLm GEORGE COLTON CONSTRUCTION LLC N > BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 0 4D 40 o m 2. ALL UTILITIES ARE TO BE STAKED IN 114E ITEM r,ss6sss�sr�� c BY A LICENSED LAND SURVEYOR PRIOR TO ( �1f�Cl�f�� foIJ1�1(tg1 T 90 9_44 SMITH STREET Di!�T DESYQN.• ORAHN.•MHA Q1lECXL'ED.•LRG L®1L *b d-V CONSTRUCTION. 9 civil engineers • planners surveyors 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 1. 11/17/09 ADD WATER METER ac VALVE LRG 1 Inch rt' landscape architects gts gps vL14 NO.:2089 IDAME 11-11-09 o IMPRESSION SEAL AND ORIGINAL SIGNATURE SOUTH VVINMR, CONNEMCUT OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DA7E DESCRIP7i0N BY 425 Sullivan Avenue, PO Box 1167, South Windsor, Connecticut 06074 =11MA(G NO.: t ZdWv �i i• a+ 0 0 B 0 7 Iv et) S��T ERING�E� Trt , /_T6' Min. Min. 6" Cover 10, EROSION & SEDIMENTATION CONTROL NOTES / Typical System '�:5••.•.°•.-•c •4",.'� .".• +•;y � Select Fill Mat. F/N/SH GRADE NOTES: sa ;' �.. ;.:,:�':, .:::•: $� • .. ,, �: � � 1 Broken Stone 1. ALL EROSION CONTROL MEASURES WILL BE CONSTRUCTED IN ACCORDANCE WITH THE "GUIDELINES FOR SOIL sV " or Screened g' 1. ALL MONUMENTATION FOUND OR SET IS DEPICTED HEREON. EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL FOR SOIL AND WATER CONSERVATION. „ e� `:+ yio 0 fir 5 Top of = - 12 : 9�°a Gravel embankment -III I I 2. THE MAP IS DEPENDENT ON THE MAP REFERENCED HEREON. 2. ALL EROSION CONTROL MEASURES ARE TO BE MAINTAINED OR REPLACED DURING CONSTRUCTION AS NECESSARY. o0 5::d'Sto�o P.V.C. BODY PLUG WITH _ 3. CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES om'v �`1}' Q a*' :�;:.•.?: P.V.C. SCREW PLUG 3. AREA OF THE PROPERTY = 123,750t S.F. SHOWN ON THESE PLANS. THIS RESPONSIBILITY INCLUDES IMPLEMENTATION AS WELL AS MAINTENANCE. ANY - Q ' Original GradeII- 2.8t AC. PROPOSED CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE PROPER LOCAL TOWN 48" _ I f� AGENCY. 12" I'11n, Original Grade P.VC. BEND II-II- 4. PROPERTY IS LOCATED IN THE RR ZONE. 4. EROSION AND SEDIMENTATION CONTROL MEASURES WILL BE INSTALLED PRIOR TO CONSTRUCTION, WHEREVER I- 18" Minumum POSSIBLE. 4' Minumum 5. HORIZONTAL DATUM: NAD '27 - - 5. AREAS TO BE LEFT BARE FOR MORE THAN 15 DAYS SHALL BE TREATED WITH AIR DRIED WOOD CHIP MULCH 18' thin, _ VERTICAL DATUM: NGVD '29 OR SEEDED WITH PERENNIAL RYE-GRASS UNTIL FINAL GRADING AND STABILIZATION IS TO TAKE PLACE. Common Fill 6. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED DURING CONSTRUCTION IF DEEMED NECESSARY Maximum Groundwater (Shall be select 6. CLEARING OF LOT LIMITED TO PROPOSED TREELINE DEPICTED ON PLANS. RESTRICTIVE Elevation material if designated P.V.C. PIPE OR ORDERED BY THE PROJECT ENGINEER OR THE PROPER LOCAL TOWN AGENT. LAYER g - _ ANY ACTIVITY WITHIN THE 80' REGULATED UPLAND REVIEW AREA MAY 7. FROZEN MATERIAL SHALL NOT BE USED FOR FILL NOR SHALL FILL BE PLACED OR COMPACTED ON FROZEN Ledgerock as reserve area) _ II-II II REQUIRE AN INLAND WETLANDS PERMIT FROM THE TOWN OF SOUTH r 45'P.VC. WYE _I I WINDSOR. GROUND 48' min. _ BROWNSTONE FND LEDGE _� �= I I �I I III i I1-III-I I I I I I -I I' COMPACTED MINIMUM SEPARATING DISTANCES ABOVE LEDGEROCK AND GROUNDWATER I I -�I I��- - _ -- •ur. ,-..vr.,�• ...- .-... ��ICI-L.tl� I I I I I I I�1=11 INS'I W'•I I ICI i t SUBGRADE / TYPICAL 4' WIDE X 12'' LEACHING GALLERY AND EXIEN OF FILL. - �1 `\ NOT TO SCALE N.T.S. f 1 4" WALLS 27 1' - 32" SURVEY NO TES.- L I-I I I I I I I I I 111I-11 I I I I I III-III-I I I�I 111 1. THIS SURVEY AND MAP HAVE BEEN PREPARED /N ACCORDANCE WITH SECTIONS FEN SPOOK aTF- 11 , -ram, 20-JOOB-1 THRU 20-JOOB-20 OF THE REGULATIONS OF CONNECTICUT STATE PO /V i� - AGENC/ES-"STANDARDS FOR SURVEYS AND MAPS /N THE STATE OF CONNECTICUT" 6�3 N/F N PREPARED AND ADOPTED BY THE CONNECT/CUT ASSOCIATION OF LAND EVERGREEN WALK, LLC SURVEYORS INC. SEPTEMBER 26, 1996. �1,23, W (V. 1169, P. 4) � -HORIZONTAL ACCURACY MEETS CLASS A-2 AND VERTICAL ACCURACY MEETS ` to IN LINE CLEANOUT CLASS OF L TYPE -TYPE OF SURVEY IS AN IMPROVEMENT LOCATION SURVEY-PROPOSED, AND IS _� � -r- INTENDED TO DEPICT THE LOCATION OF PROPERTY LINES WITH RESPECT TO \ ' NOT SI SCALE • PIPE SIZE PER PLAN PROPOSED IMPROVEMENTS. SD eUF N DISTRIBUTION BOX 3 OUTLET BOX F�c _ _ W 1-7 REBAR FND 490' EAST& 0.75' NORTH NOT TO SCALE MAP REFERENCES: - ' - 1 �. O OF PROPERTY CORNER WF ,-8 \ - • ," PIPE AREA OF qC SMITH STREET SUBDIVISION /SPECIAL EXCEPTION %� N wee FND 250 SMITH ST. SOUTH WINDSOR CONNECTICUT O �� 1_9 !y CESSWgy I PREPARED BY DESIGN PROFESSIONALS, INC.-SHEETS 0) N J I -_ __-Be- , WF 1-10 _ 1-5 OF 5 AND L1 DATED 5/12/06- REVISED 6/27/06 m - - 1 3 1 6 ± - � ,�t_6 SF ,' ,' � 0.3f _ - - - - - ' TP LIMIT OF 80' REGU'LA- DU�U CONSTRUCTION NOTES: .` AC _ _ PLAN RE IEW WF 1-12_- - - - - 1-5 1. HOUSE SEWER To RF 4" 1-n- FXTRA HEAVY CAST IRON PIPE L. � . . T / J/1�_ � � � Tr � ■ ■ . a WF 1-18 1-AS SPECIFIED IN TABLE 2 OF THE CONNECTICUT PUBLIC HEALTH CODE, �� WF 1-17 / R� - LAID AT A MINIMUM SLOPE OF 1/4" PER LINEAR FOOT. \� /�AREKOF LOT 2 TOTAL: �� wF,_a ♦ / /N/F ee O 3,750±SF 9 - - - - .2. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL TO BE EVERGREEN WALK, LLC - - - ' A/ wF 1-18f AC � �\ - - - - - - - - - - - - - - - - ' r ■ � o, ' PLACED AND COMPACTED IN 6" LIFTS TO 90% DENSITY. FILL MATERIAL (V. 1169, P. 4) AREA _ _ _ \� / SwF 1-i6 ,_14 EA EXCLUSLVE OF ACCESSWAY; - - - - - - - - , "�1_3 WF TO BE PLACED PRIOR TO TRENCH EXCAVATION. NO TRAFFIC OTHER THAN �° � , ' - i _ _ 110589-±SF g- - TRACK DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD, OR OTHERWISE J1`a5' _ _ O 2 5f AC - - �WF 1-1 RESERVE AREA X9 9 COMPACT THE FILL AREA. MATERIAL TO BE DUMPED AT THE EDGE OF THE 514 p STRIPPED AREA AND SPREAD AND COMPACTED WITH TRACK DRIVEN VEHICLES. FENCE POST OAR13�/ �'W 'AREA OF ACCESSWAY: 92 - rgT;569 13 c _ _ _ _ _ _ _ _ . � 00 3. SYSTEM AREA TO BE LOAMED, SEEDED, AND GRADED YELL? Op - 0 ,161±SF _ _ _ - ' "7P LIMIT OF 80' REGUF�IEp Up - -94 r • / / _ 1 (MIN,) 1i3o- TO SHED SURFACE RUNOFF AWAY FROM SYSTEM. o GRANITE MON 50/ _ � J AC _ _ LAND RE I ` `� TP100 / PRIMAEPTI 4. NO UNDERGROUND FUEL TANKS, BURY HOLES, OR OTHER FNDnEoAR \ 13 / \ 106 , y6 �' SOURCES OF POLLUTION TO BE WITHIN 75' OF A WELL. q - - - - - 1' PIPE -� G � FND � PROP. 1 0 GAL, /� / , � P-2 TP ., -� _ - OP 5. IT IS RECOMMENDED THAT THE HEALTH DEPARTMENT BE CONTACTED -RESERVE AREA �9 , _93- SEPTIC TA K �/ 101 ORP�N�� BEFORE ANY SITEWORK IS PERFORMED. _ 0 �- U - Z -- � � 1 ,2 CMIN,) � G �96- - �.�' �_� � � � P IM Pn -,°° � - I N V C I N)110 0, 0 6. SOIL TESTING DONE BY DESIGN PROFESSIONALS, INC. AND THE LOCAL - - - - -•- ' TALL RODENT SCREEN X9 02A ( CRP / . - _ - _ SANITARIAN. g0�� a - _II�LV(❑UTm 5 _ -104- 7. AS REQUIRED BY THE HEALTH DEPARTMENT, THE DESIGN ENGINEER -98- , - - INV IN>doo,o L C � � 6 P- Tp�o oRj�� 1oz- SPLASH PAD )KNOTEI-C-A R -DtJCE" �'�� Oda - - - - - - SHALL SUPERVISE STAKING OF THE SEPTIC TO ASSURE CONFORMANCE `- -PROP. SILT FENCE INSTALL-RODENT S4REEtJ 1N-VCDUT)+1 5 x9 02A �DRP / -' _ _ '� _ I _ _ - AND SPLASH PAD - SIZE ❑F T A TO THE PLAN AND ALL REQUIREMENTS OF THE PUBLIC HEALTH i O 1�NDTEICAIV 12 UEE oC� �01' _ `H - -106_ CODE OF THE STATE OF CONNECTICUT. 2/ 100 250 GALLONS F OF TA YNO `'� H 106 250 GALLONS F N❑ `1G+ / fir✓. , }- _ ]Do- _ _ _ _ GARBAGE DISP SAL e - - - - v; -J°8_ GARBAGE D I S P SAL ++ Q 8. ALL CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE STATE OF CONNECTICUT N/F - S INSTALLE °` - _ - - - DEPARTMENT OF HEALTH CODE. MARGARET R. FRENCH 102 ToxTz' - - e� - F - --ITo ' Ioi,as B IS INSTALLE (V. 387, P. 114) fF):98.0 -112 _ _ ' - -1 10- 1 9. NO STORM WATER, GROUND WATER, COOLING WATER, OR MATERIALS CLASSIFIED AS W I _ _ - PROP.9-BRHOUSE S1 PROP. E / 10'Xi2' L -- - - - -�' HAZARDOUS ARE TO BE DISCHARGED TO THE SEPTIC SYSTEM. �' -' - - - - - FF:112.90 o , ' _!14 •01 /I / GAR.:102.67 r: ` I _ LF�4" PVC , 7 , TOW:107.25 `•' D � ' 1 10. IF SOIL CONDITIONS ARE ENCOUNTERED THAT ARE DIFFERENT THAN AS DEPICTED ON THIS _ _ _ _ _ - �C O) BASEMT:103.00 1 6 - - - - - 50' F.Y., ' -116 HOUSE _ PROP. C.O. PLAN, THE INSTALLER SHALL STOP WORK AND NOTIFY THE HEALTH DEPARTMENT AND THE O _ _ - - - _ _ _ - - S� FL: 100.40 / I DESIGN ENGINEER IMMEDIATELY. co 106 11. ALL DISTURBED AREAS ARE TO BE LOAMED AND SEEDED OR PROTECTED BY SILT FENCE N �� x 05.2 - - _ ' �'$ „ - AS SOON AS POSSIBLE. = r _ _ - - ^ _ 5 LF^'4 PVC; nD FDN. DRAIN V I -TEMP,- - `W - ` ' INV. = 106.63• A S=1 12. ALL GRADING IN THE AREA OF THE PROPOSED SYSTEM SHALL BE DONE TO DIRECT SURFACE - ^ I T❑PS❑IL 'I - - - - - ` ` 1 • _ _ _- _ __ _ - " RUNOFF AWAY FROM THE SEPTIC SYSTEM. O ST❑CKPILE (T WELL O » �� M . LOT ABANDONED) _ - - ' o P SCALE: 1 =20 -0 13. ALL FILL MATERIAL SHALL BE PLACED AND COMPACTED TO 90% DENSITY PRIOR TO THE 20• DTH-LINE- 3678J' ' '� I I O O EXCAVATION FOR THE TRENCHES. EASEMENT `p8 _ _ _ N - ' W 200.00' r`) Z N/F AARUN L de KAREN � � - _ _ _ - - - - - - - � � � - - - - - - - -5$6'58'43"-E_ 14. ONCE THE TOPSOIL HAS BEEN REMOVED FROM THE AREA OF THE SYSTEM, THE CONTRACTOR JOHNSON / I / \p N/F 10B {>I� PERCOLATION TEST: 2 EXTENDED TO GRADE(R�MMHOLE LL OVER TANK EXCEEDS 12-) SHALL SCARIFY THE TOP 3 TO 4 INCHES OF THE ENTIRE AREA PRIOR TO PLACEMENT OF FILL. GRANITE MON ) FRANK M. & SCARIFICATION SHALL ONLY TAKE PLACE WHEN THE SOIL IS DRY AND UNSATURATED. w/OH FND ��2' _ _ J= �► � CHRISTINA PARISI \ \ DEPTH OF PERC. HOLE: 22 INCHES Lot 2 MANHOLES VIA - x1o9.7 O No. of Bedrooms Proposed: 4 15. THE BOTTOM OF THE TRENCHES SHALL BE ADJUSTED AS NEEDED TO MAINTAIN A MINIMUM d - - - - z OF 18" TO MOTTLING, AND 48" TO LEDGEROCK. ALL ADJUSTMENTS MUST BE APPROVED BY W r' , x110.3 � � -�-1,o , E O J TIME _READING CALC. RATE Perc. Test Hole Number: P-2 Z THE HEALTH DEPARTMENT AND THE DESIGN ENGINEER. \\ Q ' / 6go?oo3,wTp_ fipT'o4� �7 a I¢- (MINUTES) (INCHES) (MIN/INCH) Percolation Rate (Min/Inch): 0-5 HF = 28 INLET--- 4INUET y W� °� �� :=::''•' : O Restrictive Depth (Inches): 22 FF = 2.0 16. A BENCH MARK IS TO BE SET AT THE TIME OF THE HOUSE AND SEPTIC SYSTEM STAKE OUT. - '' -� 320 03- _ 50' R.YTP, ` 2:50 12.5 - Slope (%): 10-14% PF = 1.0 I � OUTLET BAFFIE 17. ROOF LEADERS TO BE DISCHARGED ON SPLASH PADS. \ LET1 v2' - M.LS.S. ft. _ BAFFLE o FILTER DEVISE S` \ - '� Lr ' ANTI-TRACK \ - _ - 2:51 14.5 0.5 ( ) 56 Galleys Regd = 7 6^ `30 PAD (SE DETAIL) �rn 11�8 0l CONNECTION AT MID DEPTH k/' 3S - CID - BIT. >, Q 2:52 16.D D.6 GAS DEFLECTOR 18. FINISHED GRADING AROUND THE HOUSE SHALL ALLOW A 3 INCH DROP IN GRADE AT A `2 06+, �. _ _ - rs \ o I � SF Effective Area Req'd (SF) = 660 i` V ,, - _ 2 - \ ,n DRIVE z 1 � 2/3 REQUIRED CAPACITY W 1/3 REQUIRED DISTANCE OF 6 FEET FROM THE FOUNDATION AS SPECIFIED IN THE STATE OF CONNECTICUT t S - - \ of Effective Leaching Area (SFAF) = 5.9 CAP�1 w SECOND FIRST COMPARTMENT BASIC BUILDING CODE. �`, \\ ` II3\72 >7 2:53 17.0 1 Linear Feet of Galleys Reqd = 112 � T b ',� � z 2:54 18.25 0.8 19. PROPOSED DRIVEWAY FOR LOT#2 MUST BE CONSTRUCTED AT LOCATION DEPICTED ON PLANS OR 2 - °I N FARTHER NORTH. THE PURPOSE OF THIS LOCATION IS TO AVOID DISTURBANCE TO EXISTING MATURE ,�y, �+ �z' CONIC. oI of Galleys Regd =14 EVERGREENS ALONG SOUTHERN BOUNDARY. TREES ARE TO REMAIN. , - 2 : x115.0 RET. In 2:55 dry „ LENGTH NOT GREATER THAN 4 TIMES vnDTH OR DEPTH -\ AARocr a� ,�xREa,- WALL x116� PROVIDED: 2N12 LEACHING GALLERIES ' 20. BOTTOM OF SEPTIC SYSTEM TO BE INSTALLED NO DEEPER THAN 2" INTO NATURAL GRADE. \/ JOHNSON , \ \� _ - ' e �, (56 EACH)= 112 LF TOTAL, TWO COMPARTMENT SEPTIC TANK 1.SET POSTS AND 2 FENCING THE SILT \ ' - - - I N/F TP 100 56' - 12" CONCRETE GALLERIES ANGLE POSTS EXCAVATE A 6'x6'TRENCH FENCING TO THE \ - -u+ ,FENCI - \ „ EVERGREEN WALK, LLC 0-4 TOPSOIL AND LEAF LITTER I TOP: 99.70 LEGEND SELECT FILL: 5'UPSLOPE POST UPSLIX E FROM POSTS. SILT END OF THE POST - - FOR STABILITY _ _ _ _ _ _ _ CLEANING. N� , G PROPANE }I - _ ,,�� 4-22 DARK BROWN SILTY LOAM 1. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THREE (3) INCHES. �95 12'MIN. j&f \ BOT: 98.70 IRON PIN TO BE SET 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE L 22-34 RED-TAN SILTY LOAM INV: 99.25 ■ }. 34-70 COARSE SAND WITH SILT MONUMENT TO BE SET RETAINED ON THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). a a a a a - - - ' - s.7 25' AccEss do 50'F,Y, xuzb , „ 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE aaap a a - -124_ IJTII F11 EASEMENT L1 56 ^' 12 CONCRETE GALLERIES �� CATCH BASIN AND PIPE ANALYSIS RESTARTED. 000 G 009 s" CT D.O.T. 2" STONE TO BE PLACED �- W I FAVOR WS4F LOT W „ „ „ I I ii77 OVER FILTER FABRIC MATERIAL N/F Z MOTTLING 22", ROOTS 42 , WATER 70", NO LEDGE TOP: 99.70 -F- PROPOSED FOUNDATION DRAIN 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA: ? aaa a a - a a a a a a AARON L do KAREN JOHNSON - - �'�� - -Ito- 4 BOT: 98.70 6" PVC - S=1.0% MIN. �`+ aaa a a 3.ATTACH FILTER FABRIC TO 4.BACKFILL THE (V• 443, P• 211) -126 ' f` _ �, 3 TP 101 INV: g g•25 *USE APPROVED TIGHTPIPE WHEN FOR WET SIEVE ANALYSES: Ir ( ) SIEVE SIZE: % PASSING: aaa a a FILTER THE WOODEN POSTS AND EXTEND TRENCH AND COMPACT 25 w, �'�4� \ DISTANCE TO SEPTIC G25'. FABRIC IT INTO THE TRENCH THE EXCAVATED SOIL_ - -560- - EXISTING CONTOUR aaa a a � � � � - - 0-2 TOPSOIL AND LEAF LITTER #4 100 aaa a a - - -126- _ \ ' - - #10 70 - too aaa 013 COMPACTED _ 2-26 BROWN SILTY LOAM #100 10 - 500 (SEE NOTE BELOW) aaa aaa BACKFILL X --_ OFFER INE - _,ea_ 26-84 BROWN FINE SAND, SOME LOAM G INV. IN= 99.42 -®- PROPOSED CONTOUR IT. - �e x560.25 EXISTING SPOT GRADE EDGE OF PAVEMENT O DRIVE �c 29.7 8\ _ #200 0 - 5 THRU STREET - -I- _ MOTTLING 27", ROOTS 37", NO WATER, NO LEDGE INV. OUT= 99.25 x5so.25 PROPOSED SPOT GRADE FOR DRY SIEVE ANALYSES: � I� � I^ - -T26-� F 96' ^' 4" PVC @ 1.0% !a!�lttttt, �� SIEVE SIZE: % PASSING: ANTI-TRACKING APRON 6 x128.� - TP 102A ��t� NAi CONSTRUCTION OF SYNTHETIC FILTER BARRIER � T2a� !!! � � SURFACE DRAINAGE DIRECTION N.T.S. �L-r #10 70 - 100 / � - - 1� � PROP. 0-3 TOPSOIL AND LEAF LITTER E #4 10o x130s CLEAN-OUT: FL: 100.40 t. i'° • PROPOSED CABLE, i I ,.` \ � � TREE EASEMENT tip`` '� 1� C',�: -ETa & TELEPHONE SERVICE CTRIC #40 10 - 50 ,��° - -13 IN FAVOR OF 17 130 SANDY GRAVEL LOAM ' fs. ` a' �` WETLANDS S86 41'43"E_ _ _ _ D 15 4 PVC @ 1.0% .. �` �o :~ REBARg ' 146A7' THE TOWN OF SOUTH WINDSOR " ^� J • - #100 0 - 5 FND o 5. = - - -. .- `3 146.28' 0 30-75 BROWN SILTY SAND : 0 ; x REG. INLAND WETLAND #200 0 - 2.5 � ,� m T&T 33.3 ; .S_Sg 41"'�F3" -"- - -,,' C 1500 GALLON SEPTIC TANK* � ' �-�-� �J PROPOSED TREE LINE NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO OWNER/ APPLICANT■ 3q0 � -134- f- „ ' NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE ` I -T-- 134.5 - ) 1' PIPE - MOTTLING 31 NO ROOTS, NO WATER, NO LEDGE INV. IN= 100.80 �J�y � EXISTING TREE LINE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5% 3 7 6-40 4 H E B R 0 N AVENUE, L.L.C. ; - x135., 136 -__ __ -PN 3 TP 106 INV. OUT= 100.55 �•S•........` ' •�,>`� W x136 U EXISTING STONE WALL , » °.i',10 N GL THE RESPONSIBILITY FOR THE PREPARATION OF A LEACHING AREA UTILIZING 0-3 TOPSOIL eiorufac�»c�t'�4� PROPOSED SILT FENCE 18-03 ARTHUR DRIVE - ='� 5 I7" _S'TRE7 3-12 SAND SUBSOIL LOAM B 28 " 4 D. @ 2.1� „�„ "SELECT MATERIAL" IS THAT OF THE LICENSED INSTALLER. THE INSTALLER SHALL SOUTH U T H WINDSOR, CT. 0 6 0 3 7 4 1y_ 12-42 FINE SANDY LOAM $ SOILS LEST PIT LOCATION TAKE THE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING approx. location of wooer A @FOUNDATION: INV. 101.40 a SOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED. „ , ) PERCOLATION TEST HOLE LOCATION TEL. (860) 644-9603 SCALE: 1 =40 NO MOTTLING, No Roots, WATER 42", NO LEDGE *REDUCE BY 250 GALLONS IF GARBAGE DISPOSAL IS NOT INSTALLED. ® EXISTING WELL N ZO Ii x 1. UNLESS OTHERWISE NOTED, EXISTING UTILITY REVISIONS Tel. 860 291 8755 Z LOCATIONS AS SHOWN, ARE BASED ON AVAILABLE TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. PLAN PREPARED FOR: SHEET n Fax 860 291 8757 �O� PL�Ga�I K INFORMATION. ALL EXISTING UTILITIES SHOULD GRAPHIC SCALE � o A w 0 m BE FIELD VERIFIED PRIOR TO CONSTRUCTION. 40 I I 1 � ��J��j//��■�� 376-404 Hebron A venue, L.L.C. 2. ALL UTILITIES ARE TO BE STAKED IN THE FIELD � � J�� N BY A LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. ( IN �'r ) DESIGN.KIWI DRAWN.•KIWI CHECKED.• KIVI ��, �°)Zm1n�� civil engineers • planners • surveyors 9 N 3. THIS PLAN IS INVALID UNLESS IT BEARS THE 12327 I inch = 40 ft. landscape architects is s JOB NO.: 2089 DATE Jul 22 2009 IMPRESSION SEAL AND ORIGINAL SIGNATURE LAWRENCE R. GEISSLER, JR., L.S. LIC. No. p g gp y ' 1L o OF THE PROFESSIONAL ENGINEER/SURVEYOR. NO. DATE DESCRIPTION BY 1 65 `.South Satellite Road, South Windsor, Connecticut 06074 ORAIMNG NO.: 2089�p/otp/an �2089_pp2.dwg South W>Iffi6 OT9 Connecticut 0 N UI O i� _ �,.��_J ...r - - - --ram— ,_._.r�-•----• _. -. { JUL 2 7 2009 South Windsor BUILAINq t)PPARTMENT 10 THE WON(; DEPT. •ToVvN OF SOUTH WINOM This ee(tified that this Plan and specifications are tru. copies of the proposed building dr alterations to be erected at Street together with amendments stated in application lion n d filed with plan and 1 agree to comply P.uitding .and state laws and such orders as $hall be issued by the 6utitling Department during P andencV of this apphcati and final issuance of a buildinill permit. Signed This plan a approved b e e condition that orders and ordinances regulating building shall compiled with. Qttese Mad with Conditionally ApproWOd Piero 3 Buildini: Inspector 201200050 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 02/29/12 GIS ID: 83700244 FEE: 10.00 MUNIS APPLICATION# 201100471 - BUILDING DESCRIPTION: APPLICANT F,,/-r. LOCATION NAME: GEORGE COLTON CONSTRUCTION LLC ADDRESS: a 244 SMITH STREET ADDRESS: 47 GOUR BRIDGES ROAD' OWNER: BRIN PETER J&JENNIFER J SOMERS,CT 06071 ._,144 SMITH SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONVERT EXISTING TWO CAR GARAGE TO_LIVING SPACE.ADD ON NEW THREE CAR GARAGE AND ROOM SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS'APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 2/29/2012 2:33 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 11000193 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 05/23/11 GIS ID: 83700244 FEE: 715.00 MUNIS APPLICATION# 201100471 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: GEORGE COLTON CONSTRUCTION LLC ADDRESS: 244 SMITH STREET ADDRESS: 47 GOUR BRIDGES ROAD OWNER: BRIM PETER J&JENNIFER J SOMERS,CT 06071 244 SMITH SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONVERT EXISTING TWO CAR GARAGE TO LIVING SPACE.ADD ON NEW THREE CAR GARAGE AND ROOM SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 5/23/2011 2:25 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE J 14000668 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 12/04/2014 GIS ID: 83700244 FEE: 165.00 MUNIS APPLICATION# 201401716 - BUILDING DESCRIPTION: .r' APPLICANT ,,y LOCATION NAME: SOLARCITY u` ADDRESS: 244 SMITH STREET ADDRESS: 714 BROOK STREET r� t OWNER: BRIN PETER J&JENNIFER J SUITE 150 g' k^) t r -_244 SMITH ROCKY HILL,CT 0606f = r SOUTH WINDSOR,CT 06074 -<. i DESCRIPTION OF WORK: INSTALLATION OF 57 ROOF MOUNTED SOLAR PANELS. 4• 1 ,1 e ' r SPECIAL CONDITIONS: _ `a ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS'APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: ;4 OCCUPANCY GROUP: - BUILDING OFFICIAL 12/4/2014 10:39 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1200087 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 02/29/12 GIS ID: 83700244 FEE: 120.00 MUNIS APPLICATION# 201100471 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: MIELE MECHANICAL SERVICES ADDRESS: x 244 SMITH STREET ADDRESS: 445 PERCIVAL AVE m OWNER: BRIN PETER J&JENNIFER J KENSINGTON,CT 06037 "f --244 SMITH SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONVERTiEXISTING TWO CAR GARAGE TO LIVING SPACE.ADD ON NEW THREE CAR GARAGE AND ROOM SUPPLY AND INSTALL GAS LINE FOR DECORATIVE VENT FREE FIREPLACE. SPECIAL CONDITIONS: ". ALL WORK TO BE DONE IN ACCORDANCE.WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: :a BUILDING OFFICIAL 2/29/2012 2:29 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1400472 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 12/04/2014 GIS ID: 83700244 FEE: 360.00 MUNIS APPLICATION# 201401716 BUILDING DESCRIPTION: APPLICANT;�° : ..t4 LOCATION NAME: SOLARCITY ADDRESS: 244 SMITH STREET ADDRESS: 714 BROOK STREET ,.may R OWNER: BRIM PETER J&JENNIFER J SUITE 150 -'� .' `•-�244 SMITH ROCKY HILL,CT 06067--, g SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: WIRI14GJOF 57 ROOF MOUNTED SOLAR PANELS.'�14535 KW SPECIAL CONDITIONS: br ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: w OCCUPANCY GROUP: BUILDING OFFICIAL 12/4/2014 10:39 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100178 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 07/29/11 GIS ID: 83700244 FEE: 120.00 MUNIS APPLICATION# 201100471 BUILDING DESCRIPTION: APPLICANT ,'Pl,,,,.k "' LOCATION NAME: T&R ELECTRIC INC. ADDRESS: %,244 SMITH STREET ADDRESS: 7 CHARTER AVENUE, OWNER: BRIN PETER J&JENNIFER J BLOOMFIELD,CT 06002 •-,244 SMITH ' `w`,�• ' ", SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONVERTi ,,EXISTING TWO CAR GARAGE TO LIVING SPACE.ADD ON NEW THREE CAR GARAGE AND ROOM WIRING OF NEW ADDITION PER CODE. r` SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS"APPROVED BY THE BUILDING DEPARTMENT. 'A Mw . •a .. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/29/2011 10:24 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100210 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 07/08/11 GIS ID: 83700244 FEE: 105.00 MUNIS APPLICATION# 201100471 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: GENO BOLOGNA PLUMBING,INC. ADDRESS: 244 SMITH STREET ADDRESS: 41 DILLENBACK ROAD OWNER: BRIM PETER J&JENNIFER J SOMERS,CT 06071 "? 244 SMITH SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: CONVERT,EXISTING TWO CAR GARAGE TO LIVING SPACE.ADD ON NEW THREE CAR GARAGE AND ROOM NEW KITCHEN SINK,TOILET,SHOWER,WASHER;AND DRYER. 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 7/8/201 l 2:58 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE