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Home My WebLink About140 FARMSTEAD DR DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# TOWN OF SOUTH WINDSOR O u q Application is hereby: �( BUILDING DEPARTMENT 1540 SULLIVAN AVENUE Bldg.Permit# J L 644-2511 ext. 230 Buildi nspector Application must be printed or typed FEE SCHEDULE Location of Job: 3180FTenant FPkR u\s-r E A D 2I 0 C $0-$1,000=$15.00 Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT K,C-U)tJ 6re04-�E APPLICANT ADDRESS 131 OLD CIWAI— APPLICANT PHONE# 8 y(oq O W N 3 F,q OWNER "r r a � 4 OWNER ADDRESS NO F MLAA-S roD -Dc v'�- OWNER PHONE CI; ESTIMATED COST$ ZSoO. IS THIS A CONTRACT COST? Yes _No 6-0 FEE ENCLOSED$ �S S O�� TYPE OF JOB: R C New Installation �C Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? ❑ YES A'NO ❑ BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY ❑MERCANTILE El EDUCATIONAL FUTURE USE AND OCCUPANCY ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD PV SIZE OF SERVICE Zoo SIZE OF MAIN CONDUCTORS_ Y/y AI- hWJ NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS A- NUMBER OF PANELS I REMOTE DISCONNECT REQUIRED? BYES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS 2— SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK L)e6 APE &tECTxlC*l Se72u1C_F 'rU ZOO AjL4R wliYj p/avlSfd► F—OK Ftfl-UYLt= G�CP��Jtill-fai2 �N,S?�C�ATZO�. 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. 102 003 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE 'I `� '� -_°- MOnTO'AGF. SURVEY TO MECIIANICS SAVINGS IAA N I': PROPERTY OF CERTIFIED SUBSTANTIALLY CORRE,C': AND NO ZONING REGULATIONS HAVF, GEORGF, J. GRENIER BEEN VIOLATED. ROSE-MARK' GRENIER l ' 140 FAR?fSTEAD DRIvE SURVEYOR SOUTH WINDSOR CONN. JUNE 1973 .GALEry 1 " = 40 ' 1 1Qt �e111 PG T . v� 0� I 10No. 1981 �t41 �i � 4 cl FCrgTEa��Q op -' 66o' o � N �If 01>j cu _ ~ it Q NIP 11 Msr v aPP .A V.I l � i j ' ti July 9, 2004 Building Department Town of South Windsor Gentlemen: Thht letter authorizes Kevin George to apply for an electrical permit under my E 1 license 162803 for an electrical service upgrade with provision for a future generator hook up at 140 Farmstead Drive, South Windsor. The value of the work is $2,500.00. Work will Commence on Monday,July 12`h A copy of my license is attached. Thank you for your consideration. Sincerely, Frederick E. Hazard 7 Basswood Lane Weatogue, CT 06089 JUN-17-2003 TUE 03:23 PM DUCCI ELECTRIAL-MILFORD 203 877 2060 P. 05 't 'i'.is V• :Y." :e' ;71.+�.]� .,�.��.:� ::..;:i.__ .'�: �.!-h•�'.','^�••, ;•:?\.'.:�f!'� ��((.'W.:.?• . i,ii:rri'Y:. {'4�. [•t' t,••.,1.'.•�' ;P.. J J►" �l/M�1CJb�• 'j„� �.t i•may :J;�•� .._�.y��,�� .u. ''' �.i:�v.•.. .1.i1.1�:f•�L;v.. . .y.,._'.,'��.M:. "T'•�.; � t� -T'�•�.�:' 2••.'4,[�r.� .;"11r�'e.,..��.�.,•t'W. '�� '�/):�,'•Tr,',T.1�� t��•Y:��K:( ny<_,)s;+• '1hr:riRON •�7^k$:•;�M4�;:`'•!.;C;4,::�',ro�''u'��`- '.laY�n}`°'',�+ S, 'i ELEcrR)CAL ,QICONTRt,C'TOR f' ' D J It s. 089 UCAEG NO. ttc'' S rr 102803 09/30/2003 • 8 �t • ,u i y� :•r.• ]C'•Py,Ti7,.. ..I�'i..., wr:•'""t -,•a.v: ?' +!)y may.i•` 'Y�•'�S•' y .j �.=.`�F.. �' •'C'?t::..�: i.. ..3 .If: _.., {�.'''• ,,.7•wlL..,Sy Y•�. ,,�tt•:., ,r,1^,'i?,.:.e'n' ^r ?5; ;1'L•��r''C"r �5 •.,."5f"".r",`'gr�- _ ; •:br �br( •7�,V.`' :: +t'a. •`j� ^br): ,f�:ir: '"epy:.D.p�7 'n;.. ,'� f •�:•'=%••15i- •`.•'r:•'?.;r _ ..�4 r�:' �r:•1� .,F:';�Q, Z .A*ti. ,ti: f •2 i.^:2C•".i: :C�:r�15% i r:•,a...•ti- -`�j; ' :i:..+. ••;' d:�•;: '� i�•��C. �:�1: E+.� •:'�!.• 3;:t. ,1:••.r.�;},,)ti•:��•• .�.r�yA,lk��.h, 'i` •�,:.:::,.•�!'..: "I ,t-.,••'�::.t,'.. .. A:�....yt:� t•k�` �;R."'::.. ..:Y,•p�"•;i}'��•• •.•,. =.L..'s sfj ;.i •.< :6:;;•'15:' ani,c,c,�;aS•,, •'4s. 4y+k`I s•. Z�,. • •.� [•,. .. ?�,•. ij�•,.:. ` .Cn'v.v.� --„ S .i!ttK7m.• .,t.. r.' ..�''rV i$,�ti��•.;f1�'t!'fU,,w4":.:... '..4.?!111� 1'•4.'ild ^.;1a�•ie..�.:t,,e;:.1y!'?t�` ,"4.": !�^�'' ..k'>.- {.a^.•7.^ c.:w?ml 05;:,.•,.t�. :i DEPARTMENT DECISION APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR PERMIT# Applic=ishereb fZZZ( BUILDING DEPARTMENT A 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date ui g Inspector Application must be printed or typed FEE SCHEDULE Location of Job: 1`f0 Far mste4c./ Dr i'✓e 91 $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT Greq (3u rroug k APPLICANT ADDRESS 1+0 Fa rm Stead Or, S. L✓l;� sar, CT 06071 APPLICANT PHONE# ?60 — k237 ON N S F-4 OWNER Sg M e 4 OWNER ADDRESS OWNER PHONE SGMe C ESTIMATED COST$ COO . r � IS THIS A CONTRACT COST? —Yes _No o _ �C1 FEE ENCLOSED$1 S O�� TYPE OF JOB: R C _New Installation Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR HVAC PERMIT (Continued from reverse side) TYPE OF YSTEM: TYPE OF UILDING: HEATING PrRESIDENTIAL ❑A/C ❑COMMERCIAL ❑VENTILATION ❑INDUSTRIAL, HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. gHYDRONIC ❑WARM AIR ❑UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP. OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) °F(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBF ALLIHEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 661 e soa co'lv-ect-orn GROSS HEATING CAPACITY(INPUT—BTUH) if 7000 NET RATING(OUTPUT—BTUH)JQ4?00 TYPE OF FUEL )COIL—GPM 0.0170I1,TANK LOCATION:XINSIDE❑ OUTSIDE CAPACITY 2AalS ❑GAS—INPUT — LPG TANK CAPACITY ELECTRIC—KW zy AIR CONDITIONING /'./0%1e DESIGN TEMP.OUTSIDE — OF INSIDE -- OF DIFFERENCE — OF TOTAL HEAT GAIN(BTUH) — (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) IJ1/4 TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE XL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST WUIPMENT) i c e 2 E hgost .50 t M Cei l4 i►�au� ec( 13atA rt,om EXAausf- % 100 C FM , cedm' q Moulte TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. 4JY✓16V UJ 1 a S CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE 3-26=200 DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# TOWN OF SOUTH WINDSOR 3� Applicatio e L BUILDING DEPARTMENT APPR VEb 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Date Bui i g Inspector Application must be printed or typed Location of Job: FEE SCHEDULE ftk0. pf o Fa rMstead DrI've -- 1— $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 _or any fraction thereof Tenant Designation Apt.No. APPLICANT Gf`e 'J L4root±qAs APPLICANT ADDRESS 4 a rM S e a Sout� W11,7 so!` CT 06071- APPLICANT PHONE# 6¢f — c?2 3 7 OW N SC OWNER Sable q OWNER ADDRESS Sa/►7 e F, OWNER PHONE Sable C - ESTIMATED COST$ 9'00 IS THIS A CONTRACT COST? —Yes VI/No a FEE ENCLOSED$ I S tGr � TYPE OF JOB: SOR'Co _New Installation V/Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A PRESIDENTIAL BUILDING PERMIT APPLICATION? A YES ❑NO ❑BUSINESS CURRENT USE AND OCCUPANCY IQe s i.�en 1'f a I K i fic h e � ❑ASSEMBLY ❑MERCANTILE❑EDUCATIONAL �TURE USE AND OCCUPANCY JQe s i d e o b a I k i f-c 4 e.ilD 6 1170113C(�A ❑INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE ❑ STORAGE ❑GARAGE ADDRESS ❑MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION SIZE OF MAIN DRAIN 3 �/ NO.OF TOILETS L STYLE NO.URINALS _STYLE NO.OF BATHTUBS _ NO.OF SHOWERS 1 NO.OF LAVATORIES 3 NO.OF CONDUCTORS SIZE NO.OF STACKS I SIZE 3 0 AREA OF ROOF 22 13 1 NO.OF CATCH BASINS NO.OF FLOOR DRAINS_0 NO.OF OTHER FIXTURES KIND ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW ❑YES I(NO SIZE OF WINDOW N/A IF NONE C.F.M.OF VENTILATOR 100 SIZE OF DUCTS SEWER OR SEPTIC TANK Se u✓e f' SIZE OF WATER MAIN ( �f SIZE OF WATER PIPING&RISER WATER HEATER: TYPE Q 0 011 JeM 4/1 J MANUFACTURER Jtt CQ d of Ye rS (EAtsrl',13 tgok eSf /DESCRIPTION OF WORK %1 I I ( 1 chC�/1 f�Moclel ac��//�'/a� C�U �,1 c�c�10��i1 cT THE UNDERSIUNED HEREBY APPLI ORMTHE WORK DESCRIBED AND IS TM- COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. CONTRACTORS LI NSE NO. TYPE STATE SIGNATURE OF APPLICANT DATE 3 - 26 - 2009' DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT PERMIT# TOWN OF SOUTH WINDSOR Application' tt BUILDING DEPARTMENT PROVED 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 1ADaBu nspector Application must be printed or typed FEE SCHEDULE Location of Job: FtTenant $0-$1,000=$15.00 Street Lot No. Over$1,000$15.00 per$1,000 or any fraction thereof gnation Apt.No. APPLICANT Greq &u r ro u 4 s I APPLICANT ADDRESS o f e Q d or, S. �,✓�;, sor C7- O 607-f APPLICANT PHONE# Fr Igo 61-f — F 2 37 0* N SF OWNER SgMe q< OWNER ADDRESS SQ.ti►e a OWNER PHONE Su M e C ESTIMATED COST$ 6'00 �.� IS THIS A CONTRACT COST? _Yes V No o �G FEE ENCLOSED$ IS 1� TYPE OF JOB: bSOR-COS _New Installation V Alteration/Addition/Repair Revised 4/01//2002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A i[RESIDENTIAL BUILDING PERMIT APPLICATION? JJ YES O NO ❑BUSINESS CURRENT USE AND OCCUPANCY Res 1'dIe,1 t1.Q ki'tc 4e� 0 ASSEMBLY 0 MERCANTILE ❑EDUCATIONAL FUTURE USE AND OCCUPANCY Rc rJentig k�'p{�er� ��li► 1614 ❑INSTITUTIONAL 0 FACTORY ENGINEER'S NAME PHONE ❑STORAGE ❑GARAGE ADDRESS O MIXED USE — (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION/WIRING METHOD SIZE OF SERVICE 7 00 A MO SIZE OF MAIN CONDUCTORS 4/O NUMBER OF METERS L NUMBER OF DISCONNECTS AND RATINGS 1 100 A NUMBER OF PANELS 1 REMOTE DISCONNECT REQUIRED? ❑YES 0 NO NUMBER OF LIGHT CIRCUITS $ NUMBER OF POWER CIRCUITS 16 NUMBER OF SWITCHES /ff NUMBER OF OUTLETS 31 NUMBER OF LIGHT FIXTURES 9'Z NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK lRe lgcemeli �'�o Q�r/' tray► �� e1ecfffCa �n exrsri.� kl� �el s ace , New e�ectrtca i'tc�te.� D/n in 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. p TYPE STATE SIGNATURE OF APPLICANT 0 DATE -3—2 6'200`f' Pefthit Number REScheck Compliance Certificate Checked By/Date 2003 IECC RESchcckSoftware Version 3.6 Release 1 Data filename: C:\Documents and SettingsWll Users\Documents\140 Farmstead Renovation\Heat Loss Info\140 Farmstead Drive Heat Loss for Addition Only.rck PROJECT TITLE:Kithcen/Porch Expansion CITY: South Windsor STATE:Connecticut HDD:6155 CONSTRUCTION TYPE: Single Fancily WINDOW/WALL RATIO: 0.21 DATE: 09/08/04 DATE OF PLANS: July 23,2004 PROJECT DESCRIPTION: Lot 91 Addition to existing kitchen and addition of 3/4 bath: New front porch. DESIGNER/CONTRACTOR: Greg Burroughs/RB Construction PROJECT NOTES: Adding baseboard fin-tube radiators in the new area, connected to the existing hydronic system. Separating the current single zone into two zones-first floor/family room and second floor; COMPLIANCE:Passes Maximum UA= 164 Your Home UA= 158 3.7%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R Value U-Factor UA Dining Ceiling:Cathedral Ceiling(no attic) 808 34.0 0.0 24 Skylight I Vinyl Frame:Double Pane with Low-E 7 0.350 2 Skylight 1 Vinyl Frame:Double Pane with Low-E 7 0,350 2 Kitchen West:Wood Frame, 16"o.c. 266 19.8 0.0 11 Kitchen Sink Window: Vinyl Frame-Double Pane with bow-E 12 0.350 4 Window above Stairs 1 Vinyl Frame:Double Pane with Low-E 12 0.350 4 Window above Stairs 2:Vinyl Frame:Double Pane with Low-E 12 0.350 4 Window above Stairs 3;Vinyl Frame:Double Pane with bow-E 12 0.350 4 French Door to Pool: Glass 40 0.360 14 Kitchen North:Wood Frame, 16"o.o. 247 1918 0.0 13 Double Window with Half Circle: Vinyl Frame:Double Pane 31 0.310 10 Kitchen East;Wood Frame; 16"o.c, 270 19.s 0.0 13 3/4 Bath Window:Vinyl Frame:Double Pane 8 0,350 3 Sliding Door to Patio: Glass 40 0.330 13 West Basement Walt: Solid Concrete or Masonry 183 12.6 0.0 11 Wall height;7,7' Depth below grade:6.9' Insulation depth;77 East Basement Wall: Solid Concrete or Masonry 183 12.6 0.0 11 Wall height: 7,7 Depth below grade:6.9' Insulation depth;77 Half-Height Basement Wall: Solid Concrete or Masonry 89 12.6 0.0 5 Wall height; 7,7' Depth below grade: 6.9' Insulation depth;7,7' North Basement Wall: Solid Concrete or Masonry 174 12.6 0.0 10 Wall height; 7,7' Depth below grade:6.9' Insulation depth;77 Oil Furnace:Other(Except Gas-Fired Steam), 83 AFUE COMPLIANCE STATEMENT; The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in RES checkVersion 3.6 Release 1 (formerly MECchec4 and to comply with the mandatory requirements listed in the REPS cheecckinspection Checklist. Builder/Designer /J /> Date 9- 8- 0 9' Shirley Wilhelm-CRS Approval Confirmation: Request No. 355684 Page 1 From: <clpsvc@nu.com> To: <WILHEL@SOUTHWINDSOR.ORG> Date: 9/22/04 2:24PM Subject: CRS Approval Confirmation: Request No. 355684 Your approval of the following CRS Request has been successfully processed. CRS Work Request#: 355684 House No: 140 Lot No: Street Name: FARMSTEAD DR Town Name: SOUTH WINDSOR, CT Inspector: CHRISTOPHER DOUGAN Approval Date: Sep 22, 2004 This e-mail, including any files or attachments transmitted with it, is confidential and intended for a specific purpose and for use only by the individual or entity to whom it is addressed. Any disclosure, copying or distribution of this e-mail or the taking of any action based on its contents, other than for its intended purpose, is strictly prohibited. If you have received this e-mail in error, please notify the sender immediately and delete it from your system. Any views or opinions expressed in this e-mail are not necessarily those of Northeast Utilities, its subsidiaries and affiliates(NU). E-mail transmission cannot be guaranteed to be error-free or secure or free from viruses, and NU disclaims all liability for any resulting damage, errors, or omissions. 14o fo N / -CSO FT 72 z ? Q 1 n.VYI JN `�i j4 J 1 tV ` V75 C I>ti3O- c PATIO x Jt"il M F T 4?AFT TILE Ft60P.ING /\ N V V Co KITCHEN o IE El Al F ITC H Ell TOP.CH EtVA.NSp11 U7 LOT91 6UP.POUGM^, y ti 1tO FAR 61;.TEP60P,rJE / ► --0UTHVVI14DWP.,CTWd't • d � h � CC-�'r�71! FE U d) i Gil ay Electric # I g0`7D APPLICATION FOR BUILDING PERMIT Plurnhing# I i(., 140 Farmstead Drive Date: - HVAC # i 2-zzl Sprinkler# 30839 FINAL - - - Estimated Cost 01000 Buildin o ""' �" COMPLETE RED BOXED AREAS Permit Fee $ o Occupancy Fee $ l Enginee ' TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit i A r. for c off, SIGN ON REVERSE SIDE ' PP — — ! Total Fee $ ��O TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant &(-eq Carrouqhs 'location of Work 140 Farm S teczd 0A S: Wl-. sor C T Lot No.� Applicant's Address 0 q r-MSt-eqd Drl✓c 5el.# ?,C0-644-$2 37 Town South y/i�i s o r' CT Zip 060 7f Lic.#-- Owner- Sa M e Architect Owner's Address SQMC Architect's Address — Zip — Zip -- Sq. Ft. New Area: 1 st FI. 2nd Fl. — 3rd FI. ToIt I New Area 648 Purpose of this permit x ern o o c a 'r. /. ' ddi'f"lo a a d o ctnU ont o c o.nnec low e sew hi' l1' /7ti' 1-00 City Water❑ Well❑ Septic System❑ SewerA Ins: HO SP Cert. Area Basement Garage Approved by Date 7—q.O Y Use Group Construction Type, Revised 6102 I hereby agree to conform to all the requirements of the Laws of the State of Connecticut and the Ordinances of the' wn of South Windsor and to notify the Building Inspector of any alteration in the plans or specifications of the Building for w och this permit is asked,and agree that this building is to be located the proper distance from al street lives,side yard lines,at i required distances from all otter zones and is located in which this building and its use is akwmd. Signed I hereby apply for a Certificate of Occupancy for the work described in this application for the permit. Signed DO NOT WRIT BELOW THIS LINE INSPECTION COMMENTS 1 Inspection / Approval Date By Appl Code Description Due Whom Code Comment ------------------------------------------------------------------------------- **-30839-B 30,000 BO1 FOOTING 08/25/04 JFF A WITH OWNER REAR ADDITION SINGLE FACE WALL ADJ TO HOUSE FRONT SLEAVE WATER ADD REBARS B02 FOUNDATION 09/03/04 PJP A B03 FRAMING (ROUGH) 09/28/04 JFF D MICRO SPECS BOLT RIDGE BEAM FIRE CAULK PENETR PENETRATIONS E03 ROUGH 09/28/04 JFF A WITH OWNER P03 ROUGH 09/28/04 JFF A WITH OWNER B03 FRAMING (ROUGH) 09/29/04 JFF A WITH OWNER RECEIVED MICRO SPECS B04 INSULATION 10/01/04 PJP A W/CONTRACTOR,SEND FAX OF SPRAY D EPTH R VALUE B09 OTHER 02/08/06 JFF CALLED LEFT VOICE MAIL NEED FINA L INSPECTION COFO B10 FINAL 02/27/06 JFF A WITH OWNER **-19090-E 600 9t.2. 12 co � II�] F w 1� i �i 41'�. 9'O�' Ri N 22r-s 4 ol. L^J B' MCHEN:POPCH EXP$.NCI?N LOT A .¢ 9* BUPROUGHS tea 140F,AR UST ElkD0P.IVE WUTH VAN MOP.,CT Mr,4 .f FF � Cv w a ,. I.i ROOF CONSTRUCTION GEORGW-PACIFIC GPI-20 9•trr X 1-3W JOIST:16'O.C. EXT. 7-1/r FIBERGLASS INSULATION(R-23 MIN.) CONTINUOUS RIDGE VENT BEAM CONTINUOUS SOFFIT VENT RIDGE RIDGE A-PACIFIC LVL CONTINUOUS INSULATION BAFFLE TO ALLOW r OF SPACE BETWEEN INSULATION AND ROOF DECK G X T X 18' 5ir COX TONGUE&GROOVE PLYWOOD SHEATHING 309 ROOFING FELT yyy FIBERGLASS ASPHALT SHINGLE 5.125 L /n^ 4 I INT. GYPSUM BOARD 12 / I_ PLASTER SKIM COAT 12 VAPOR BARRIER PRIMER 10.1 s•-rx 1rrxlr ROOF SLOPES AND \ SOFFIT TO MATCH 140 EXISTING N 1=10' WALL CONSTRUCTION Q ` rX6':Is"O.C. O I EXT. 5-1R'FIBERGLASS INSULATION(R-19 MIN.) �0 1R'CDX PLYWOOD SHEATHING HOUSE 4'VINYL SIDAING TO MATCH EXISTING INT. 11r GYPSUM BOARD (11LE BACKSPLASH AREAS 1/r CEMENTBOARD) PLASTER SKIM COAT VAPOR BARRIER PRIMER GRADE T-4' 16'-8• T-'/ V X r POURED CONCRETE WALLS -ago SPRAY-ON EXTERIOR DAMPPROOFING 4'POURED CONCRETE FLOOR 6 MIL POLY VAPOR BARRIER 1'COMPACTED GRAVEL O O O O 12*X 24'POURED CONCRETE FOOTING 24-0' KITCHEN/PORCH EXPANSION LOT 91 BURROUGHS 140 FARMSTEAD DRIVE REAR ELEVATION SOUTH WINDSOR,CT 06074 ROOF CONSTRUCTION GEORGIA-PACIFIC GPI-20 9-12'X 1-3/4'JOIST:16'O.C. EXT. 7-12'FIBERGLASS INSULATION(R-23 MIN.) CONTINUOUS RIDGE VENT CONTINUOUS SOFFIT VENT CONTINUOUS INSULATION BAFFLE TO ALLOW 2'OF SPACE BETWEEN INSULATION AND ROOF DECK 5/8'CDX TONGUE 3 GROOVE PLYWOOD SHEATHING 300 ROOFING FELT FIBERGLASS ASPHALT SHINGLE INT. 1R'GYPSUM BOARD PLASTER SKIM COAT VAPOR BARRIER PRIMER I ROOF SLOPES AND L� 4 SOFFIT TO MATCH 12 EXISTING X3- WX3'-1 V- REPLACE EXISTING SECTION OF KITCHEN WEST WALL WALL CONSTRUCTION 2'X6':16'O.C. EXT. 5-1R"FIBERGLASS INSULATION(R-19 MIN.) 1/Y CDX PLYWOOD SHEATHINGHOUSE h 4'VINYL SIDING TO MATCH EXISTING v_ 3�, EXISTING INT. 1/2'GYPSUM BOARD (TILE BACKSPLASH AREAS 1/2'CEMENTBOARD) 2'-6' 2.6' 2'-6' PLASTER SKIM COAT VAPOR BARRIER PRIMER 11 111FUll IMI JIMI I 1;;J�6=0' GRADE i W X 8'POURED CONCRETE WALLS MATCH ELEVATION TI SPRAY-ON EXTERIOR DAMPPROOFING MATCH EXISTING EXTENDED PAST EXISTING FOUNDATION OUNDATO EXISTING JOINT A MINIMUM OF V O M co 5o 4'POURED CONCRETE FLOOR USE TOP OF NW CORNER OF EXISTING FOUNDATION AS 6 MIL POLY VAPOR BARRIER REFERENCE POINT FOR ADDITION 1'COMPACTED GRAVEL ELEVATION.TOP OF NEW FOUNDATION TO BE 1R'LOWER. 12'X 24'POURED CONCRETE FOOTING AND PIERS 0=0 22=8 4'4' KITCHENIPORCH EXPANSION LOT 91 BURROUGHS WEST ELEVATION SO FARMSTEAD DRIVE SOUTH WINDSOR CT 06074 CTAVPEDCONCPETE 1 12 ` ti J 7N �1`JJ( f1J Q 7J 7.Y a 23'6" r cl) h N a 1 , L J N^: z:.3so�r - PATIO . � c1t�a��o�14;vc s }r cA 330 JD F T 05M FT <a 'TAUPEDCONCPETE ,J TILE f l04 P ING i 1 co KITCHEN a * Q 1� cl) l� - � F 7. 1. yam. CO c BATH FITCHENROP.CM ExPANCION LOT 91 . 6UP.P.OUGHO ® t 140FP.P.).1,TEJ.D0F14E �D?UTMSVINDWP.CT V074 n •`f c' p�6 N J J ! fl y 1� I ti 1� r � 1 South Windsor BUILDING DEPARTMENT re M @ism AM ISM of $WiM a". Awl/"OOfttlf -a"ynlllrAm"sreIr. Mh1Mr f � eelaMe owu "ad M aNINatIMI 4w t"Oise S" 1 aw"to comply with all"MR6 /y&WO a1N slats laws and such orlon es e11a11 6. Mood by the flubdlnti Deporthnont duAns raNensS M oft alylNatlon anM final Igoanoe Of AN OWW"N raft" Q E►hw MM w wi1eY to sah. pole nM.>I+ silA wMe missm ,epwhw valor d"ll r Witt Irtep"m q nih ROOF CONSTRUCTION GEORGW-PACIFIC GPI-20 9-12'X 1.V4'JOIST:16'O.C. EXT. 7-1/2*FIBERGLASS INSULATION(R-23 MIN.) CONTINUOUS RIDGE VENT CONTINUOUS SOFFIT VENT CONTINUOUS INSULATION BAFFLE TO ALLOW 2'OF SPACE BETWEEN INSULATION AND ROOF DECK 5/6'COX TONGUE&GROOVE PLYWOOD SHEATHING 309 ROOFING FELT FIBERGLASS ASPHALT SHINGLE INT. 12'GYPSUM BOARD PLASTER SKIM COAT VAPOR BARRIER PRIMER ROOF SLOPES AND 5.125 SOFFIT TO MATCH EXISTING 12 LL WALL CONSTRUCTION 0 2'X6':16'O.C. EXT. 5-12'FIBERGLASS INSULATION(R-19 MIN.) v 11 Cl PLYWOOD SHEATHING HOUSE WRAP 2=6' 4'VINYL SIDING TO MATCH EXISTING INT. 12'GYPSUM BOARD EXISTING 6-0+ (FILE BACKSPLASH AREAS 12'CEMENTBOARD) HOUSET rTll I m I PLASTER SKIM COAT VAPOR BARRIER PRIMER GRADE TIE-INS TO EXISTING ELEVATION TO FOUNDATION MATCH EXISTING p V X 6'POURED CONCRETE WALLS c e SPRAY-ON EXTERIOR DAMPPROOFING 4'POURED CONCRETE FLOOR EXTENDED PAST EXISTING FOUNDATION co JOINT A MINIMUM OF 1' 6 MIL POLY VAPOR BARRIER I K11;1— 1'COMPACTED GRAVEL O O O 12'X 24'POURED CONCRETE FOOTING AND PIERS 4=4 22'-8' KITCHENIPORCH EXPANSION LOT 91 BURROUGHS 140 FARMSTEAD DRIVE EAST ELEVATION SOUTH WINDSOR,CT 06074 a �C�gII� South Windsor BUILDING DEPARTMENT iMa urnfiaJ tl.a l:us t.l.n ..,a ay _. oopeo of the propas" auild4" u• sa.. ... . c .. erect" at together with amendments stated In application aoc flied will,plan and 1 agree to comply with ell zon4no aullding find state laws and SUCK orders ss shelf o. Isauel by the tfulidina Department during pendent, of this aPPilcetion and final issuance of a bulldins PerrIMM TMM Pion is aP w_d ub)ect t0 the condltip th" / Orders and ordinance regulating building an t.. I/l.Yw GWmPllad Wilk. �1 C.iaflUS"ll AP/rayd tlTesa filed with I wulft Y � Engineered Lumber Residential Guide General Notes for G-P Lam ' LVL Charts and Tables G-P Lam Laminated Veneer Lumber(LVL)is manufactured in two thicknesses;13/4'and 3 1/2% Multiple pieces maybe combined in order to achieve thicker beams.Refer to multiple piece member connections on page 49 for connection patterns and capacities. Beam sizes in charts and tables use the following key. Width Key 2-111/4'4--FGepthofMember For all depths,the following table may be used to achieve net thickness for multiple-ply G-P Lam LVL members. Width Code Chart Width Code Not Thickness Number of plies'of Ple Number of plies'of 3IM Combinations 13/4'&3Ile 1 1 3/4" 1 None None 2 3Iff 2 1 None 3 5 t/4" 3 None 1-131C+1—31/f 4 7" 4 2 1-131C+1-31/f'+1-13/4" 1.Multiple-ply members must be connected in accordance with pages 48 and 49. Georgia-Pacific Corporation,January 2003 35 Engineered Lumber Residential Guide General Notes for Multiple-Piece G-P Lames LVL Members 1. Confirm adequacy of the beam(depth and thickness)for carrying the designated load. 2. Stress level for nail,bolt,and screw values is 100%.Increases of 15%for snow loaded roof conditions or 25%for non-snow roof conditions are permitted. 3. Top and bottom rows of connectors should be 2"from edge. 4. Bolt holes are to be the same diameter as the bolt Every bolt must extend through the full thickness of the member.Use washers under head and nut.Carriage bolts may be used,but the outermost portion of the head may not be drawn in beyond flush with the outside face of the LVL member. 5. For three-piece members attached with nails or screws,specified attachment is from each side. 6. To minimize rotation,7"wide members should only be used when loads are applied to both sides,or completely across the top of the member. 7. 7'wide members,regardless of depth,must be attached using bolts or screws. Fastening Recommendations for Top-Loaded, Multiple-Piece Members Member Depth 3"b"Wide Muhiple Piece Member I 51A"Wide Muhl le Piece Member 7"Wide Muhipie Piece Member 2 rows/,"bolts at 24"o.c. 2 rows 16d nails at 12"o.c. 2 rows 16d nails at 12"o.c. (pattern 4C) 9 h"-117s" (pattern 2A) (pattern 3A) or 2 rows/4"x 6"wood screws at 24"o.c. Isee note 4 on page 49) 2 rows'/,"bolts at 24"o.c. 3 rows 16d nails at 12"o.c. 3 rows 16d nails at 12"o.c. (pattern 4C) 14" 18" (pattern 2B) (pattern 36) or 2 rows/."x 6"wood screws at 24"o.c. (see note 4 on page 49) Connection reference(2A,3B,4C,etc.)refers to the fastening pattern on page 49.The first number refers to the width code,the second letter refers to the connection type.For example,"2B"refers to a 2-ply V/4"13r1"net)thick member with connection pattern"B"13 rows of 16d nails 012"o.c.). "4C"refers to a 7"net thick member with connection pattern"C"(2 rows of A"bolts at 24"o.c.staggered). Wall of same thickness as multiple-piece G-P Lam and centered over Joist bearing completely across beam.Multiple-piece LVL beam should not be placed directly below top of multiple-piece beam plumbing walls.LVL beams are not to be notched or drilled except as noted on pages 34 and 50-52. Top-loaded conditions may result from I-joist details similar to F9,F10 and R3. In details F9 and F10,the supporting wall may be replaced with properly sized multiple-piece G-P Lam LVL. 48 Georgia-Pacific Corporation,January 2003 t Engineered Lumber Residential Guide Fastening Recommendations for Side-Loaded, Multiple-Piece Members Maximum Uniform Load Applied to Either or Built Outside Pieces(Pounds per lineal lout or spau carried lengih) Refer to General Notes page 48. • Numbers in the chart indicate load,in pounds per lineal foot and span carried(s/c)which may be applied to either side based solely on the connection. • Connection codes may be specified as 2A,3B,4D,etc. • Connection code 2A indicates 2 rows of l6d common nails @12"o.c.as adequate to transfer 505 plf(20'-0"of floor joist length)when connecting 2 plies of 13/4"O-P Lam LVL • Span carried in the chart is assumed to be the maximum single span distance from each beam side at 40 psf live load and 10 psf dead. • Floor joists must be attached with approved metal hangers.Refer to page 16 and 53 for hanger recommendations. • Concentrated side loads from beam to beam connections may require additional consideration. Neils Bolts Screws' Connection type A' B' C' D' E" F Z' Width Code 2 rows 3 rows 2 rows 2 rows 2 rows 2 rows (Beam thickness) l6d common 16d common A"bolts at 24"o.c. /,'bolts /"x 34"screws at N'x 3/"screws at at 12"o.c. at 12"o.c. staggered at 12"o.c. 24"o.c.staggered 12"o.c.staggered Width Code 2 (3%"net thickness) 505 plf/20'-(Y's/c 760 plf/30'4's/c 505 plf/20'-O"s/c 1015 pH/40'-6"s/c 500 plf/20'-0"s/c 995 pIf/39'-9"s/c Width Code 3 380 p If/15'-0"s/c 570 plf/22'-6"s/c 380 plf/15'-0"s/c 760 plf/30'-(Y"s/c 375 plf/15'-0"s/c 745 plf/29'-9"s/c (5%"net thickness) Width Code 4 Nut Permitted 340 plf/13'-6"s/c 675 plf/27'-O"s/c 330 plf/13'4's/c 665 plf/26'4's/c 7'net thickness) 1. Values for connections may be factored for spacings other than 12'o.c.,double for 6'o.c.,triple for 4"o.c.,divide by 1.33 for 16"o.c.,divide by 2 for 24'o.c.(Maximum spacing not to exceed 24"o.c.) 2. Stagger each row of fasteners by 12". L 3. Screws are United Steel Products WS Series or Simpson Strong-Tie SDS Series installed per manufacturers recommendations. 4. Screws must be 6"long for members with 7"net thickness and applied from both sides. //16 I-s— /6s.'�rj�4,�'� Nails Bolts Screws A(Nails)or F(Screwsl= B(Nails)= C(Bolts)or E(Screws) Two Rows 12'O.C. Three Rows 12"O.C. Two Rows 247 O.C. 0 0 m ch, Concentrated side loads may require Side loaded multiple-piece G-P Lam LVL Side loaded conditions may result from additional bolting. (Joist length determines span carried for I-loist details similar to HbA,1-11b,F1 I or H1. table values above.) Georgia-Pacific Corporation,January 2003 49 IL Engineered Lumber Residential Guide General Notes for G-P Lame LVL Charts and Tables G-P Lam Laminated Veneer Lumber(LVL)is manufactured in two thicknesses;13/4'and 31/2'. Multiple pieces maybe combined in order to achieve thicker beams.Refer to multiple piece member conniga"on page 49 for connection patwu and capacities. Beam sizes in charts and tables use the following key. Width Key 2-11 1/4'f--Depth of Member j Far rill fferths.the f^lle.sinq tattle may Ee lased to achieve netthitkness fer muMi}sle->rty'8'-p l:imM rfie theft: Width Cade Cfiarl - 1 1 3/4" 1 None None 2 31/2" 2 1 None- 3 51/4" 3 None 1—Re+1—31/z" 4 7" 4 2 1-13/4"+1-312"+1-13/e 1.Multiple-ply members must be connected in accordance with pages 48 and 49. G-P Lam® LVL Floor Beams 4. The table below shows the size of the beams needed to support various floor systems.The table is valid for loads of one floor only,i.e.,a second story floor or one story floor over a basement.(See drawing at right) When floor joists span continuously from wall to wall(not cut at beam)this table requires that"B"be not less than 45%,or greater than 55%of"A". b Example:If"A"=32',"B"must be between 14.4'(32x.45)and 17.6'(32x.55) � Wiese For non-conforming situations,use FASTBeame analysis&selection soft- '�1 12 ware or contact G-P Engineered Lumber Technical Services. cohtmm Spacing lcentervto-cemer) 11' 12' 13' 14' 15 16' 17 18' 19' 29' a-t 1Y,' 2 14" 17 1:" :t.".' , -w 1 -1M•. :19"; :'r; t' 391h" 3.107 3it'/." 3.111/:' 3.11/" 3-14- 3•14, 3-14, 316' 3.16, 2.11'/.' 2-11'/." 2.14` 2.14"+ 2-14"+ 2-16"+ 2-16"+ 2-18"+ 2-18"+ 2-18"+ Tots! 3ff!' 311',r. 311'r: X-1Tr; 314" 3t+ 31F 3-tF 3-16 Floor 2-119.' 2.1111.' 2.14"+ 2-141+ 2.161+ 2-16'+ 2.161+ I.181+ 2-18"+ Joist VIA/.' 311'/r' 311'/� 3111W 31P 314' 3-14" 31fr 3-ir 316' so" 3-1F". 3-4r•+ a-18-. ,.A" 3-11' 3-14" 3-14" 3-1$' 3.16' 31G+ 318'+ �. 2-iPJ7+ 2.14'. 2-14'+ 2-16"+ 2.16+ 2-18'+ S-flir 3-w/e 3`ffy." 3-W 3-f4' 3-f4' 3-%.,+ 3•t6"+ 3.16'+ 3M HMES: 1.Table is based on continuous floor joist span and simple or continuous beam span conditions. 4.Beams require full width bearing.Minimum cripple size for 5 1/4"wide beams is 2 x 6. floor joists we not continuous above the beam,take the sum of the joist spans then multiply 5.Table is based on residential floor biding of 40 psi live load and 12 oaf deed load. 2.Required end bearing length(based on 565 psi)is 3.0'unless the subscript+is shown.In that 7.Deflection is limited to VJM at We load. case,4.5"is required. 8.For other loading conditions refer to page 42. 3 At intermediate supports of continuous spans,use the following guidelines or refer to page 40 T/,"bearing length for beams requiring 3"bearing at the beam ends 101/,"bearing length for beams requiring 3"bearing at the beam ends Georgia-Pacific Corporation,January 2003 35 MANDELL & BLAU, M.D.'s, P.C. 40 HART STREET•BUILDING B NEW BRITAIN, CT 06052 JEFFREY S.BLAU, M.D. MAMMOGRAPHY ALAN R.MELTON, M.D. SOUTH WINDSOR DIAGNOSTIC ULTRASOUND LEE WALLACE,M.D. (860) 644-6667 DIAGNOSTIC RADIOLOGY JEAN M.WEIGERT,M.D. (860)644-0184 C.A.T.SCANNING NEAL D.BARKOFF,M.D. HELEN L.CHISHOLM, M.D. ALISA S.SIEGFELD, M.D. JULIE S.GERSHON, M.D. RICHARD GLISSON, D.O. TABLE 3 ALLOWABLE LOADS FOR SIMPLE SPAN DOUGLAS-FIR GLUED LAMINATED ROOF BEAMS(PLF —SNOW LOADS Load Duration Factor= 1.15,Fp= 2,400 psi,F.= 240 psi,ER= 1,800,000 psi 3-1/8-INCH WIDTH SPAN (tt) Depm(In.) 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 6 535 295 169 105 69 — — — — — — — — — — — — — — — — 7.1/2 837 5331 333 208 137 95 68 — — — — — — — — — — — — — — 9 1208 789 532 382 240 167 120 88 66 51 — — — — — — — — — — — 10-1/2 1643 1049 726 531 385 193 143 108 84 65 52 — — — — — — — — — 12 2147 1371 949 695 530 402 291 216 164 127 100 80 64 52 — — — — — — — 13-1/2 2890 1736 1203 881 672 529 417 311 237 164 145 116 94 77 63 52 — — — — — 15 3125 2145 1486 1089 831 654 528 429 328 255 202 162 132 108 89 74 62 52 — — — 16-1/2 3602 2697 1799 1319 1007 793 640 527 439 342 272 219 178 146 121 101 85 72 61 52 — 18 4126 2943 2143 1571 1199 945 763 628 523 440 355 286 234 192 160 134 113 96 81 70 60 19.1/2 4706 3307 2516 1844 1409 1110 896 735 610 513 437 367 299 247 206 173 146 124 106 91 78 21 5361 3699 2825 2140 1635 1288 1039 848 703 592 604:63 377 311 260 218 185 158 135 116 100 22-1/2 6071 4123 3119 2458 1B78 1480 1186 967 803 676 576 431 378 322 271 230 196 169 145 126 24 6882 4582 3432 2742 2138 1678 1341 1095 909 765 652 488 428 377 332 282 241 207 179 155 25-112 7801 5081 3765 29M 2415 1884 1506 1229 1021 860 733 549 481 425 377 336 291 251 217 18927 8851 5625 4119 3248 2679 101 1 0 1372 1139 960 818 613 537 474 421 376 338 300 260 227 3-1/2-INCH WIDTH SPAN (8) Depth(in.) 8 10 12 11 16 18 20 22 24 28 28 30 32 34 36 38 40 42 44 46 48 6 5991 331 189 117 77 53 — — — — — — — — — — — — — — — 7.1/2 937 5971 373 233 154 106 76 55 — — — — — — — — — — — — — 9 1351 862 5961 406 269 187 134 99 74 57 — — — — — — — — — — — 10-1/2 1840 1174 813 595 431 300 216 160 121 94 73 58 — — — — — — — — — 12 2405 1535 1063 778 594 451 326 242 184 143 112 89 72 58 — — — — — — — 13.1/2 3013 1945 1347 987 753 592 467 348 265 206 163 130 105 86 71 58 — — — — — 15 3500 2402 1664 1219 931 733 991 490 367 286 226 182 147 121 100 83 69 58 — — — 16-1/2 4034 29� 2015 1477 1127 888 717 590 490 384 304 245 199 164 136 113 95 80 68 58 — 18 4621 3297 2400 1759 1343 1058 854 698 579 487 398 321 262 216 179 150 126 107 91 78 67 19.1/2 6271 3704 2818 2066 1578 1243 9W 814 675 568 484 411 335 277 231 194 164 139 119 102 88 21 5993 4143 3164 2397 1831 1440 1150 938 779 655 558 481 417 349 291 245 207 177 151 130 112 22-112 6800 4618 3494 2753 2103 1642 1313 1071 889 748 638 549 477 4181 361 304 258 220 189 163 141 24 7708 5132 3844 3071 2385 1858 1485 1212 1006 847 722 622 541 474 418 71 316 270 232 201 174 25-1/2 8737 5690 4216 3347 2677 2086 1668 1361 1130 952 812 699 608 533 470 417 3721 326 281 243 212 —271 99136 4614 3638 2906 2326 1 336 292 254 5-1/94NCH WIDTH -------—- SPAN (Q. - - -—-- -- ---- ----- Ds�Mt#n) 8 10 12 14 16 18 - 20 22 24 26_ -28_ -30- -_32__ 34 36 38 40 42 44 46 48 12 3521 2248 1557 1140 869 660 477 355 270 209 164 131 105 85 69 57 — — — — — 13-1/2 4411 2848 1972 1445 1102 867 684 509 389 302 238 191 154 126 103 85 71 59 — — — 15 5125 3518 2437 1786 1363 1065 850 693 537 419 332 266 216 177 146 121 101 85 72 60 51 16-1/2 5907 4258 2951 2163 1643 1279 1021 832 689 562 446 358 292 240 199 166 139 118 100 85 72 18 8767 4827 3514 2576 1940 1510 1206 983 815 686 583 470 383 316 262 220 185 157 134 114 98 19-1/2 7718 6424 4126 3001 2261 1760 1406 1146 951 800 681 586 491 405 338 284 240 204 174 149 128 21 8775 6067 4633 3456 2605 2028 1620 1322 1097 923 786 677 587 511 426 358 303 259 221 191 165 22.1/2 9957 6762 5116 3942 2971 2314 1849 15W 1252 1054 898 773 672 588 518 445 377 322 277 239 207 24 11286 7514 5628 445E 3360 2618 2092 1707 1417 1193 1017 876 761 686 568 521 462 395 340 294 255 25-1/2 12793 8332 6174 4901 3773 2939 2349 1917 1592 1341 1143 984 856 750 661 587 524 4761 412 356 310 27 14516 9225 6756 5327 4207 3278 2621 2139 1776 1496 1276 1099 956 837 739 656 585 525 473 427 372 28.1/2 16503 10203 7378 5775 4554 3634 2906 2372 1970 16W 1416 1220 1061 930 820 729 651 584 526 476 432 30 18823 11279 8045 6249 5106 4008 3205 2617 2174 1832 1562 1346 1171 1027 906 805 719 645 582 527 478 31.1/2 21W 12468 8762 6750 5487 4399 3518 2873 2387 2011 1716 1479 1287 1128 996 885 791 710 640 579 527 33 24854 13790 9534 7281 5886 4807 3 14 99 1 6 1407 1234_1090 968_ 865._ 777 , 1 5 7 9 A 2002 APA-Thr ergfnnrml wood A. iatwn TABLE 3(continued) 6-1/2-INCH WIDTH ---- SPAN(11 ) Deptli6nd 8 10 12 14 16 18— 20 - 22 —24 26 28 30 32 34 36 38 40 42 44 46 48 12 3779 2413 1671 1223 933 708 512 381 290 224 176 140 113 91 74 61 — — — — — 13.1/2 4734 3056 2117 1550 1183 927 734 547 417 324 256 205 166 135 111 92 76 63 53 — — 15 5500 3775 2615 1916 1459 1135 906 738 577 449 356 286 232 190 157 130 109 91 77 65 55 16-1/2 6339 4570 3167 2321 1751 1362 1088 886 735 603 47 385 313 257 213 178 150 126 107 91 77 18 7262 5181 3771 2744 2067 1609 1285 1048 869 730 622 504 411 339 281 236 199 166 143 122 105 19-1/2 8283 5821 4428 3197 2409 1875 1496 1222 1013 852 726 B24 527 435 362 304 257 219 187 160 138 21 9417 8511 4972 3683 2775 2181 1728 1408 1168 9B3 837 721 828 548 457 384 326 277 238 205 177 22-1/2 10685 7256 5490 4200 3186 2466 1970 1607 1334 1123 957 824 715 626 552 477 405 346 297 256 222 24 12112 8064 6040 4750 3581 2789 2229 1819 1510 1271 083 933 811 710 626 555 495 424 365 315 273 25-1/2 13729 8942 6626 5259 4020 3132 2503 2043 1696 1428 218 1049 912 798 704 625 558 5001 442 382 332 27 15578 9900 7250 5716 4483 3493 2792 2279 1893 1594 t359 1171 1018 892 787 699 624 559 504 456 399 28.1/2 17711 10949 7918 6198 4970 3872 3096 2528 2099 1769 1300 1130 990 874 776 693 622 560 507 46030 20200 12104 8634 6707 5480 4271 3415 2788 2316 1951 1435 1248 1094 965 858 786 887 620 %I 50931.1/2 23142 13390 9403 7244 5889 4687 3749 3061 2543 2143 1576 1371 1202 1061 943 842 756 682 617 561 33 26673 14799 10232 7814 6317 5123 4097 3346 2780 23431723 1499 1316 1161 1032 922 828 747 676 615 6-3/4-INCH WIDTH SPAN(1t) Depth On.) 10 12 14 16 18 20 22 24 26 28 30 32. _-34_ 36 _ 38 40 42 M 46 48 50 18 6358 4572 3299 2485 1934 1544 1259 1044 878 741 818 504 418 345 289 244 207 178 150 129 110 19.1/2 7144 5325 3844 2896 2254 1801 1468 1218 1024 872 7501 647 534 445 373 316 268 229 197 169 146 21 7991 6102 4427 3336 2598 2075 1692 1404 1182 1006 866 752 658 561 472 400 341 292 251 217 188 22-112 8905 6738 5050 3806 2964 2368 1932 1603 1349 1150 9W 859 752 663 586 497 424 364 314 272 236 24 9897 7413 5711 4305 3353 2679 2186 1815 1528 1302 1121 974 853 752 667 595 520 447 387 336 292 25.1/2 10974 8131 6410 4833. 3764 3009 2456 2038 1717 1463 1260 1095 959 846 751 670 600 541 469 408 356 27 12150 8898 7015 5389 4199 3356 2740 2275 1916 1633 1407 1223 1072 945 839 749 672 605 547 490 428 28.1/2 13438 9718 7607 5975 4655 3722 3038 2523 2125 1812 1562 1358 1190 1050 932 832 747 673 609 553 503 30 14855 10596 8231 6589 5134 4105 3352 2784 2345 2000 1724 1499 1314 1160 1030 920 825 744 673 612 557 31-1/2 16421 11540 8891 7227 5635 4506 36M 3056 2576 2197 1894 1647 1444 1275 1132 1012 908 819 741 673 614 33 18162 12557 9590 7753 6158 4925 4022 3341 2816 2402 2071 1802 1580 1395 1239 1107 994 897 812 738 673 34-1/2 2010E 13655 10331 8304 6703 5361 4379 3638 3066 2616 2256 1963 1721 1520 1351 1207 1084 978 886 805 734 36 22297 14845 11119 8883 7270 5815 4750 3947 3327 2839 2448 2130 1869 1651 1467 1311 1178 1063 963 875 799 37-1/2 24778 16138 11958 9492 7859 6287 5135 4267 3597 3070 2648 2304 2022 1796 1588 1419 1275 1151 1043 948 865 39 27615 17550 12853 10133 836016775 54 1 8-S/4-INCH WIDTH --------------- -_ SPAN 111) -----------_^—_ --- DaFM_#n.) 12 14 16 18 20 22 24 26 28 30 32 3+ 36 38 40 42 44 46 48 50 52 24 9609 7212 5436 4234 3383 2760 2291 1928 1643 1415 1229 1076 948 841 750 672 580 501 435 379 331 25-1/2 10541 8095 6103 4753 3799 3100 2573 2167 1847 1590 1382 1210 1067 947 845 757 682 608 529 462 404 27 11535 9027 6806 5302 4238 3459 2872 2418 2062 1776 1543 1352 1193 1050 945 847 763 690 626 555 487 28.1/2 12597 9860 7545 5878 4700 3836 3185 2683 2288 1971 1713 1501 1325 1176 1050 942 848 767 697 634 579 30 13736 10670 8320 6483 5184 4232 3514 2961 2525 2176 1892 1658 1463 1299 1160 1041 938 849 771 702 642 31.1/2 14960 11525 9132 7116 5690 4646 3859 3251 2773 2390 2079 1822 1608 1429 1276 1145 1032 934 849 774 707 33 16278 12431 9978 7777 6219 5078 4218 3555 3032 2614 2274 1994 1760 1564 1397 1254 1131 1024 930 848 775 34.1/2 17701 13392 10765 8465 6770 5529 4593 3871 3303 2847 2477 2172 1918 1704 1523 1367 1233 1117 1015 926 847 36 19243 14413 11515 9181 7343 5997 4983 4200 3584 3090 2689 2358 2083 1851 1654 1486 1340 1214 1104 1007 921 37.1/2 20920 15501 12305 9924 7938 6484 5388 4542 3876 3342 29M 2551 2254 2003 1791 18M 1451 1315 1196 1091 998 39 22750 16661 13136 10895 8556 6989 5808 4896 4179 36N 3137 2752 2431 2161 1932 1736 1567 1420 1291 1178 1079 40-1/2 24754 17901 14012 11493 9195 7511 6242 5263 4492 3875 3373 2959 2615 2325 2079 1868 1686 1528 1390 1269 1162 42 26959 19231 14937 12205 9855 8052 6692 5643 4817 4155 3617 3174 2805 2494 2230 2004 1810 1640 1492 1363 1248 43.1/2 2939B 20659 15915 12937 10538 8610 7156 6035 5152 4444 3869 3396 3001 2669 2387 2146 1937 1756 1598 1459 1337 _ 45 32104 22197 16951 13704 1242 185 7635 6439 5497 4743 4 1 7 17 15 1 Notes: (1)Span=simply supported beam. (2)Maxlmxn deflection=U180 under total load.Other deflection limits may apply• (3)Service condition—dry. (4)Tabulated values represent total loads and have taken Ire dead weight of the beam(assumed 35 pc5 ho account (5)Sufficient bearing length shall be provided at supports.Bearing length.Lm,is determined as Reaction L-9_ b x Fu where b is the beam width and Fu is the albwable compression perpendicular to grain stress. (6)Maximrn beam shear is located at a distance from the supports equal to the depth of the beam. (7)Values below solid line are limited by shear strength;values above double line are limited by deflection;all other values are limited by bending strength. 10 02002 MA-The frprUr and WrwdAcw1xi n Engineered Lumber Residential Guide Allowable Uniform Loads - Roof 115% (Snow) 2.0E G-P Lam" LVL Span AUowatla Uniform Leade fin hwWls Pair lWeal - (Ftl TA"Thick GP lam WL Beams T TWA 6--P Lam LVL Condition 9V 9411 11V 1141 14- 16" IT W 9,h- 11'A- iw it 1r it Live Load L/240 6' Total Load 3549 3671 4573 4730 4727 4724 4721 4732 4894 6098 6306 6302 6298 6294 Min.End/Int$rg-(in.) 3,619.0 3.7/93 46/I16 48/12.0 48/12.0 48/120 4.8/120 3.6/9.0 3.7/9.3 4.6/It6 48/120 4.8/120 4s/120 4.8/120 Live Load L/240 81 Total Load 2496 2577 3161 3380 3540 3537 3534 3328 3436 4216 4508 4720 4716 4712 Min.End/Int.Brg.(in.) 3.4/8.5 3.5/&7 4.3110.7 4.6111.4 4.8/iZ0 4.8/120 4.8/12.0 3.4/8.5 3.5/87 43/10-7 4.6/11.4 4.8/12.0 4.8/1Z0 4.8/12.0 Live Load L/240 1453 1%6 1936 20M 10' Total Load 1730 1820 2414 2573 2828 2825 2822 2306 2426 3218 3430 3770 3768 3764 Min.End/Irtt.Brg.lin.) 2-9/7.3 3.1/73 4.1/10.2 4.4/10.9 4.8/iZ0 4.8/12.0 4.8/IZO Z9/7.3 3.1/7.7 4.1/10.2 4.4/10.9 4.8/1Z0 4.8/12.0 4.8/12.0 Live Load LIM 1107 1195 1927 2241 1475 1594 25" 2988 11' Total load 1428 1502 2069 2293 2569 2567 2%4 1904 2002 2758 3056 3426 3422 3418 Min.End/IntBrg.fin.) 27/63 2.8/7.0 3.9/9.7 43/10.7 4.8/iZ0 4Z/1Z0 4.8/1Z0 27/67 Z8/7.0 3.9/9.7 4.3/10.7 4.8/1Z0 4.8/1Z0 4.8/1Z0 Live Load L1240 863 931 1509 1757 1150 1242 2012 2344 12' Total Load 1137 1Z29 1736 1924 2354 2351 2348 1516 1638 2314 2%4 3138 3134 31,10 Min End/Irit.Erg.(in.) 2.3/5.8 2.5/6.3 3.5/8-9 3.9/9.8 4.8/120 4.8/12.0 4-8/120 23/5.8 Z5/6.3 35/8.9 39/9.8 4.11 4.8/12.0 48!120 Live Load 1240 685 739 1202 1402 912 986 1602 1870 13' Total Load 900 973 1477 1637 2171 2166 2165 1200 1296 1970 2182 2894 2892 2888 Min.End/Int.Brg.(in.1 2.0/5.0 Z2/5.4 3.318.2 3.6/9.1 4.8112.0 4.8/120 4.8/1Z0 2.015.0 2.2/5.4 33/8.2 3.6/9.1 4.8/IZO 4.8/1Z0 4.8!12.0 Live Load L/240 552 596 972 1135 1810 736 796 1296 1514 2412 14' Total Load 723 782 1271 1409 192fi 2012 2009 %4 1042 1696 1878 2568 2682 2678 Min End/IntBrg.(in.) 13/4.3 1 1.9/47 3.0/7.6 3.4/8,4 4.6/11.5 4.8/12.0 1 48/120 13/4.3 1 19/47 3.0/76 3.4/8.4 4.6/11-5 4.8/12-0 4.8/120, Live Load L/240 451 1 488 797 931 1490 1102 1 650 1062 1242 19% I5' Total load 5M 637 1047 12Z 1675 1876 1873 786 850 1396 1634 2234 2502 2498 Min.End/IrnBrg.(in.) 1.5/38 1.6/4.1 27/&7 3.1/7.6 4.3/103 4.8/12.0 4.8/120 1.5/3.8 1.6/4.1 21/6.7 3.1/7.8 4.3/10.7 C8/120 4.8/120 Live Load 1/240 374 404 661 773 1240 498 538 882 1032 1654 16' Total Load 485 526 866 1015 1470 1758 1755 648 700 1154 1352 1%0 2344 2340 Min.End/lnt.Brg(in) 1.5/3.4 1.5/3.6 2.4/5.9 2.8/70 40110,0 4.8/120 4.8/120 1.513.4 1.5/3.6 2.4/5.9 Z8/TO 4.0/10.0 48/12.0 4.8il2.0 live Load L/240 313 338 555 649 1043 15A 418 450 740 am 1390 2034 17' Total Load 404 438 724 849 1300 1653 1650 538 594 966 1132 1734 2204 2200 Min,End/lrvBrg.(in.) 1.5/30 1.5132 Z1/5.3 25/6.2 3.8/9.5 4.8/120 4.8/1Z0 1.5/3.0 1.5/3.2 21/5.3 Z5/6.2 3.8/9.5 4.8/120 4.8/120, Live Load U240 264 286 469 5% 885 1297 352 382 626 732 1180 1730 18' Total Load 340 368 610 716 1157 1492 1557 452 490 814 954 1544 1990 2076 Min,End/lnt.Brg.lin.) 1.5/3.0 1,5/3.0 1.9/4.7 2.2/56 3.6/8.9 4.6/11.5 48/12.0 1.5110 1 1.5i3.0 1.9147 Z2/5.6 3.6/8.9 46/11.5 4.8/12.0 Live LoadLA40 225 244 401 469 757 1112 300 326 534 626 1010 1482 19, Total Load 288 312 519 609 990 1337 1474 394 416 692 812 1320 1782 1964 Min.End/Int.Brg.(in.) 1.5/3.0 1.5/3.0 1.7/4.3 2.0/5.0 32/8.1 4.4/10.9 4.B/1Z0 1513.0 1.5/3.0 1J/4.3 Za/5.0 3.2/8.1 4.4/10.9 4.8/lZ0 Live LoadIJ240 194 210 345 404 653 960 1344 258 280 460 538 870 1280 1792 20' Total Load 245 266 444 522 851 1204 1399 328 356 592 696 1134 16M 1864 Min.End/IntElg.lin.) 1.5/30 1,5/3.0 1.5/3.9 1.8/4.5 2.9/7.3 1 4.1/10.3 1 4.8/12.0 1.5/3.0 1.5/3.0 1,513.9 1.8/4.5 Z9/7.3 4.1/10.3 4,8/12.0 22, Live Load L/240 146 158 261 305 495 729 1024 194 210 348 408 660 972 1366 Total Load 182 198 332 391 640 950 1241 242 264 442 522 854 1266 1654 Min.End I Int.Brg.lin.) 1.5/3.0 1.5/3.0 1.5/3.2 1.5/3.8 Z4/6.1 3.6/9.0 4.7/11.7 15/3.0 1.5/3.0 1.513.2 1.5/3.8 24/6.1 3.6/9.0 4.7/11.7 Live Load 1.7240 113 122 222 236 394 567 797 150 162 268 316 512 7% 1062 24' Total Load 138 150 253 299 492 733 1038 184 200 338 398 6% 978 1384 Min End/Int.Brg.Gn.) 1,5/3.0 1.513-0 1,5/3.0 1.5/3.2 Z1/5.2 31/7.6 43/10.7 1.5/3.0 1.513.0 1.5/3.0 1.5/3.2 Z1/5.2 3.1/7.6 4.3/103 Live Load 96 159 187 Sat 449 632 128 212 248 104 MR 842 26' Total load 115 196 232 395 576 818 154 262 310 514 768 1090 Min.End/IntBrg.lin.) 1.5/3.0 1.5/3.0 1.5/3.0 1.814.4 Z6/6.6 3.7/9.2 1.5/3.0 L5/3.0 1.5/3.0 1.8/4.4 2.6/6.6 3.7/9.2 Live L"ad l/!40 128 150 244 361 510 170 LL5/ a 482 680 ' 28 Total Load 155 I83 306 459 654 208 6I2 872 MinEnd/Int.Brg.lin.) t5/30 1.5/3,0 1.5/3.8 23/5.7 3.2/8.0 1.5/3.0 Z3/5.7 3.2/8.0 'Can be applied to the beam in addition to its own weight. See notes on page 41. KEY TO TABLES Live Load L/240= Maximum live load-limits deflection to L/240 Total Load= Maximum total load-limits deflection to L/180 Min.End/Int.Brg.(in.)= Required minimum end bearing for simple or multiple span beams and minimum interior bearing for multiple span beams based on plate bearing stress of 565 psi. See note 9 page 41. Georgia-Pacific Corporation,January 2003 45 MANDELL & BLAU, M.D.'s, P.C. 40 HART STREET•BUILDING B NEW BRITAIN, CT 06052 JEFFREY S.BLAU, M.D. MAMMOGRAPHY ALAN R.MELTON, M.D. SOUTH WINDSOR DIAGNOSTIC ULTRASOUND LEE WALLACE, M.D. (860) 644-6667 DIAGNOSTIC RADIOLOGY JEAN M.WEIGERT, M.D. (860) 644-0184 C.A.T.SCANNING NEAL D.BARKOFF, M.D. HELEN L.CHISHOLM, M.D. ALISA S.SIEGFELD, M.D. JULIE S.GERSHON, M.D. RICHARD GLISSON, D.O. h 5 6 _L4 'UT purnfi{pn o� (aad = e70j.0 vti.+ �v4d Per CogiJ Cc de10,4 Al Qtrons A!en 17jme/7fs fo 30 Jl�sY-ft s� fie CA tj t+ana� Qu id , Coo�e�/y'S�G (l;Vc �oa�) A,p I cAd l k A --sr1 o w, btu)i►d� i N , P 3 Tt'r'bU�Q�i �ota� loa - 4S Jd�'.r ?43 �s) / +ors" �,/nr'-�or,L� do«� fa« } r I��ea! fit. is'z" /�o J gas l0s. / -0S (.ln1�ocm live �oad �zg n. 1 47�A tit?ro('r"f fafq� /� 4"f �j.tfi. X z7 (,?k I�SJ+J+�1P t It s. •Ile,Pt _ ptyw�oJ`1 w�� S,1 rA k�J we .71 — k"'C,'q` r ', ��S Mi.^�• � ,1 ��CK 6'39ew'� v IP � {`, ,. �� ~�� %r• vier. G,r 1•S Ios� ' , fit. —( 1�9A(bs• t 2.3 fir/fit. �2 IL4 e� f+icj�'c dy".j ( vra," t ;` YAP Vie- Rem He .. � ! y Y NfEt�n��t [ontC�atiatP� ait CIA tt 21.7Slt 6 goo•°t b � a APPLICATION FOR HVAC PERMIT- TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074 (PHONE)860-644-2511 EXT.230 PERMIT NUMBER: DEPARTMENT DECISION ( Q / APPLICATION IS HEREBY: APPROVED: BLDG.PERMIT NUMBER: Il• 01 DATE 1NSPE R LOCATION OF WORK: 140 Farmstead Drive, South Windsor, CT 06074 APPLICANT: OWNER: TYPE OF STRUCTURE: ❑NEW BUILDING NAME: HARP Home services NAME: Greg Burroughs ❑ADDITION PHONE NUMBER: 860-623-43550 PHONE NUMBER: 860-490-9287 EXISTING BUILDING ADDRESSA83 Spring St ADDRESS: 140 Farmstead Drive Windsor Locks, Ct 06096 South Windsor, CT TYPE OF USE: 9CRESIDENTIAL o COMMERCIAL jim@harpmech.com HVAC INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF SYSTEM: a HEATING ❑A/C Replace Gas Boiler with Weil Mclain WTGO-3 HEATING: TOTAL HEAT LOSS(BTUH) °F (HEAT LOSS SHEET REQUIRED) DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MODEL NO.): ESTIMATED COST:S 71200.00 AIR CONDITIONING: DESIGN TEMP:OUTSIDE 88.0°F INSIDE 75.0°F DIFFERENCE 13.0F° FEE ENCLOSED:$ 144.00 TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET REQUIRED) DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER. (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM TIIE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: 188411 / TYPE: S-1 STATE: CT 2019 SIGNATURE OF APPLICANT: DATE: 10/7/19 I a�1Goa 6 11 Electric # ii (1 APPLICATION FOR BUILDING PERMIT HVAC#Plumbing# I y L I`Cl((1'15�PL1 d uDCi FDate: Sprinkler# 91, Estimated Cost FINAL APPROVALS Permit Fee $ Building _ COMPLETE RED BOXED AREAS Engineering _ Occupancy Fee $ Affidavit TYPE OR PRINT ONLY Eng. Insp. Fee $ Appr.for CO. ► SIGN ON REVERSE SIDE Total Fee $ �r1� TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant fiftj F e&v- LocationofWork 14 Qrrtil ( Lo No. Applica t' Address Tel # - hov Town f1wfmZip �v/� Lic.# C Lit, d (? >7" Owner Architect Owner's Ad ess VIf Architect's Address i Zip Otei[)A` Zip— Sq. Ft.New Area: 1 st Fl. 2nd FI. 3rd Fl. Total New Area Purpose of this permit I G (� Atu City Water ] Well J Septic System -A Sewer Ins: HO S rt. Area Base t Garage Approved by R Date I' t -�'f�G Use Group Construction Type D oa 0 0 W 69 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 Budding for which this permit is asked,and agree that this building is to be located the proper istance from all street lines, side yard lines,and required distances from all other zones and is locatedpnwhhctyhsruilding an is use is allowed. Signed I hereby apply for a Certificate opuncy the rk de ribed in is application for the pernit. SigneTE BELOW THIS LINE INSPECTION COMMENTS INSPECTION FIELD SHEET 04/07/22 Printed by Middleton, Morgan 08 54 25 INSPECTION: 126020 FINAL PERMIT: STATUS: APPLICATION: 202000009 LOC: 140 FARMSTEAD DRIVE SOUTH WINDSOR PROPERTY ID: 31800140 OWNER: BURROUGHS GREGORY S & CHRISTINE M CONTRACTOR: REQUEST BY: PROJ DESC: INSTALLATION OF 27 ROOF MOUNTED SOLAR PANELS 8 829KW WORK ORDER: INSPECTOR: DOUG RESULT: PASS REQUESTED: PRIORITY: SCHEDULED: 03/06/20 AM COMPLETED: 03/12/20 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 03/12/20 DOUG PASS E010 ELECTRIC FINAL 2000062 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 02/19/2020 GIS ID: 31800140 FEE: 198.00 MUNIS APPLICATION# 202000009 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: EARTHLIGHT TECHNOLOGIES LLC. ADDRESS: 140 FARMSTEAD DRIVE ADDRESS: 92 WEST ROAD OWNER: BURROUGHS GREGORY S&CHRISTINE M 140 FARMSTEAD DRIVE ELLINGTON,CT 06029 DESCRIPTION OF WORK: INSTALLATION OF 27 ROOF MOUNTED SOLAR PANELS 8.829KW 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/I9/2020 9:06 AM THE FEE ABOVE INCLUDES A$0.26 PER TIIOUSAND CT STATE EDUCATION SURCHARGE 1900726 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 11/22/2019 GIS ID: 31800140 FEE: 144.00 MUNIS APPLICATION# 201902617 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: HARP HOME SERVICES LLC ADDRESS: '140 FARMSTEAD DRIVE ADDRESS: 483 SPRING STREET, OWNER: ;• _ BURROUGHS GREGORY S&CHRISTINE M 140 FARMSTEAD DRIVE WINDSOR LOCKS,CT 06096 DESCRIPTION OF WORK: REPLACE GAS BOILER WITH WEIL MCLAIN WTGO-3 SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 1 1/22/20 1 9 9:12 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 2000045 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 02/19/2020 GIS ID: 31800140 FEE: 450.00 MUNIS APPLICATION# 202000009 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: EARTHLIGHT TECHNOLOGIES LLC. ADDRESS: 140 FARMSTEAD DRIVE ADDRESS: 92 WEST ROAD OWNER: BURROUGHS GREGORY S&CHRISTINE M 140 FARMSTEAD DRIVE ELLINGTON,CT 06029 DESCRIPTION OF WORK: INSTALLATION OF 27 ROOF MOUNTED SOLAR PANELS 8.829KW 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 2/19/2020 9:07 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE