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Home My WebLink About11 HAYSTACK LN GARDNER Et PETERSON ASSOCIATES roLLANO, CONNFclricuro6 s4 O PEN SPACE OY a` 5o W o \ rt '� G.F• 2c.`.o � j 1I 9.s• ' .14L �zc•L 5p'y \` _ 2Co2 r- � � � --- � �y 2•��5''JZ -'1K Zvi — � ._..__ ---_ � R�'�,o'` • � / " Sp .�•Cpr+C. WIi�K � ' ►. N Ay 15T ACV, PERMIT PLAN NOTICE LOT #12 - ABBE ROAD ESTATES Reprcd+ :ct!c:;-_ of t!-.is r!;n are invalid if they do PREPARED FOR U & R CONSTRUCTION CO., INC. no, bear th; ir;,prc.sion sc.l of the undersignec TOWN OF SOUTH WINDSOR, CONNECTIC(TT Land SLrveyor andJor Professional Engineer. SCALE: 1" = 40' g ATE: December 15, 1986 L.S. #10839 REFERENCE: Subdivision Plan Abbe Road Estates in South Windsor, Connecticut Gardner & Peterson Associates Tolland, Connecticut Scale 1" = 40' Date 1/17/85 Revisions 3-31-86 7-18-86 3-\2? 1� 1 ----PROFESSIONAL ENGINEERS LAND SURVEYORS � IW14W Appp0- V - L) TOWN Or SOU i'H Vltp''DS R ENGINIEERING DZ.P"kT.JI=;dT DATE: BIG.: r KURT J. WAGNER ";jo 6 ; r I 1-k tack CUSTOM WOODWORKING �o q q 3 b 0"7 0, 43 r fe-n Res 21 LAUREL DRIVE � �ti1�]TU,Q� STAFFORD SPRINGS, CT 06076 I O S-.��t�ss .�.+pope ►��i! �:3�Q��' +�oK..� � � -N�'t.11FIIS:��VIZZZ �'1 � �(�[�_ _ ,41�1•i C T . fop le ry po i c -., ..� 10 ' d9h cone � � L444'ad dates wja n INK rr'C/ r IV 2 South Windsor BUILDING DEPARTMENT his certified that this Plan and specifications are trv- copies of the proposed building or alterations to b• ,rected at (CL ( Stree, together with amen ments stated in application en, Hied with plan and I agree to comply with all zoning. Build.nI and state laws and such order es shall b,: issued by the Bulliting Department during pendency if this application and final issuance of a bulldina permit. i this plan 1 approv d uDleet o he condltlon th rdars and ordinances regulating building shall h• ^..!mplied with. .:onditionally Approved These filed with Hudding Inspector Cie,. GARDNER & PETERSON ASSOCIATES /Te HARrFaW TLetrox roLLAND, coNNzcricuro" OWN �G� "R:) se HC7eE W i fit DSoQ TmwtJ OF' e�••ii-oo E l2 @ OZlc,325 y W oa. •� F.F. 240a.s 1^q Z c � Q Vfi e x zL1 9 4� v to oty n ° h1�• 2' 1 Q Y P L 667•IZ'00 1�VS-Mcx L ,&,Ke MORTGAGE SURVEY NOTICE LOT #12 - ABBE ROAD ESTATES Reproductions of this plan are invalid if they do PREPARED FOR U & R CONSTRUCTION CO., INC. not bear the impression seal of the undersigned TOWN OF SOUTH WINDSOR, WiNECTICUT Land Surveyor and/or Professional Engineer. SCALE: 1" = 40' I hereby declare that the location of the building as shown is substantially correct and that there are no zoning violations of the same. CLASS A-2 DATE: May 19, 1 87 L.S. #10839 REF RENCE: Subdivision Plan Abbe Road Estates in South Windsor, Connecticut Gardner & Peterson Associates Tolland, Connecticut Scale 1" = 40' Date 1/17/85 Revisions 3-31-86 7-18-86. PROFESSIONAL ENGINEERS LAND SURVEYORS=-M • A P P R O V E D TOWN OF SOUTH WINDSOR ENGINEERING DEPARTMENT DATE: 0 SIG.: /" BUILDING PERMIT STATE OF CONNECTICUT WORKERS'COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen.Stat.§31-286b) Property located at MRL(STnct< In the town of _<.%O-r { u)1 r3 Sop Name of building permit applicant: -26M RA-0 �+ . PC)H A QS 1(,' Please check one: 1._I am the owner of the above property. 2._I am the sole proprietor of a business. 2A.Name of business 2B.Federal Employer Identification Number(FEIN) .................................................................................................................... Pursuant to§31-286b,"a property owner or sole proprietor[who]intends to act as a general contractor or principal employer"may provide either a certificate of workers'compensation insurance or a"sworn notarized affidavit... stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please check one: 1._I do not intend to act as a general contractor or principal employer. [Sign and stop here) ature of applicant 2._I intend to act as a general contractor or principal employer.Applicant must either provide a certificate of workers'compensation insurance or sign the affidavit below. .............................................................................................................:...... Affidavit I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers'Compensation Act(Chapter 568). I understand that pursuant to§31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his inten a pt covera e. ignature of applicant Subscribed and sworn to before me this day of ,200 . (Notary Public/Commissioner of the Superior Court) INTERIOR HEADER 2-10-09 KeyBeam O'BRIAN RESIDENCE 1:47pm SOUTH WINDSOR,CT 1011 1 KeyHeamat 4.503h kmHemnEngme 4.503z %latenals Database 828 Member Data Description: Member Type: Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC/IRC Dead Load: 10 PLF Deflection Criteria: L/360 live, U240 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 8.6 PLF Filename: KYB1 Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform(PLF) 0' 0.00" 12' 0.00" 78 260 Live 2nd fl trib Replacement Uniform(PLF) 0' 0.00" 12' 0.00" 60 0 Live 2nd II wall Replacement Uniform(PLF) 0' 0.00" 12' 0.00" 75 130 Live ceiling trib 12 0 0 Q 12 0 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.500" 1.500" 3536# — 2 11' 6.750" Wall 3.500" 1.500" 3536# — Maximum Load Case Reactions used la applying point bads(or Ilse bads)to carrying members Dead Live 1 1281# 2255# 2 1281# 2255# Design spans 11' 6.750" Product:1-314 x 9-1/2 x 2.0E Nordic LVL 2 ply Component Member Design has Passed Design Checks.— Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 10221.'# 14251.'# 71% 5.78' Total load D+L Shear 30524 6318.# 48% 10.98' Total load D+L Max. Reaction 35364 104124 33% 0' Total load D+L TL Deflection 0.4918" 0.5781" U282 WA 5.78' Total load D+L LL Deflection 0.3136" 0.3854" U442 z49-rlt I Total load L Control: TL Deflection a e a e indicated input info In9 shown is based DOLS: Live=100 k Snow=115/o Roof=125/o Wind=133% heen erfo information. This pOr1 Manufacturer's installation guide MUST be consulted for multi-ply connection details and altern� fs p mled b SIZin h not Y a protessional g as ormational purposes only, engineer, is for in construction Wjtho and should not be professional verification b User,' Sanford and engineer. All data Y a licensed, HaWle must be confirmed. this information is correc makes no Correct and express ssurana,r that responsibility and Irabilit . Y disclaims all infor- mation unless Y �0 not use this hoild You acre All product names are trademarks of their respective owners ''�- a of o Krr, Robert Lamoureauk r I 1 U sworn aril Nalwey.Inc... `e of this inf matio n6 North Mart Street h VII1 a r k' Copyright(C)1989-2005 by Keymane Enlerpnses LLC ALL RIGHTS RESERVED °� Manchester.CT 06042 I 864647-8924 -- —rorg a defined as when the member.Moor torsi.beam or puler.shown on ma tlrawnng meets Wltuble design adena for Loads.Loading CorW4lons.and Spans tided on this sheet The design must be reviewed by a qualified designer or design lu�vslonal red for vat.Ttss n assumes Irtslatalan accord to Inc marwladueYs (Icatlont; EXTERIOR HEADER 2-10-09 Key13cam O'BRIAN RESIDENCE 1:57pm J SOUTH WINDSOR,CT I of I Kevi3cant0v 4.503h kinticainFngine 4.503z Ntatenals Database 828 Member Data Description: Member Type:Beam Application: Floor Lateral Bracing: Continuous Top Standard Load: Moisture Condition: Dry Building Code: IBC!IRC Dead Load: 10 PLF Deflection Criteria: L/360 live, L/240 total Live Load: 40 PLF Deck Connection: Nailed Member Weight: 8.6 PLF Filename: POHARO O BRI Other Loads Type Trib. Dead Other (Description) Begin End Width Start End Start End Category Replacement Uniform(PLF) 0' 0.00" 10, 0.00" 96 320 Live 2ND FL TRIB Replacement Uniform(PLF) 0' 0.00" 10, 0.00" 60 0 Live 2ND FL WALL Replacement Uniform(PLF) 0' 0.00" 10, 0.00" 75 150 Live CEILING TRIB Replacement Uniform(PLF) 0' 0.00" 10, 0.00" 150 350 Snow ROOF TRIB 10 0 0 0 10 O 0 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.000" Wall 3.500" 1.615" 4803# — 2 9' 6.750" Wall 3.500" 1.615" 4803# — Maximum Load Case Reactions Jxd la aWying Pard loads la Ime roads)to cwr g membens Dead Live Snow 1 1863# 2247# 1673# 2 1863# 2247# 1673# Design spans 9' 6.750" Product:1-314 x 9-1/2 x 2.0E Nordic LVL 2 ply Component Member Design has Passed Design Checks.— Design assumes continuous lateral bracing along the top chord. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Moment 11483.'# 16388.'# 70% 4.78' Total load D+0.75(L+S) Shear 4008.# 7265.# 55% 0.48' Total load D+0.75(L+S) - Max.Reaction 48031 10412.# 46% 0' Total load D+0.75(L+S) TL Deflection 0.3779" 0.4781" U308&ARNINt'�1;78�� c{7irTptalfbetlTD+18.7�(9 Upon LL Deflection 0.2313" 0.3187" U496 4.78 1 T l I has not Control: TL Deflection DOLs: Live=100% Snow=115% Roof=125% Wind=133% i,,en Performed by a professional engineer, Is for Manufacturer's installation guide MUST be consulted for multi-ply connection details and afterf`IO ational purposes only, and should not be used construction withOLA verification by a licensed, -,fn sional engineer. All data must be confirmed. ,f,forri and Hawley, Inc. makes no assurances that r, information is correct and expressly disclaims all pcln,ibility and liability. Do not use this infor -I;Qf�c;n I IQIoSs Vr)LI agree to indemnify and At produa names am tradmnakt of td>etr respective was -:)ld h3;mless Sanforr :�eyt Inc, for 4. _x. CWVrWt(C)1999-2995 M Keymak ErRrypfaet.LLC.ALL RIGFfrS RESERVED. MuChN .Cr OMr.rcurursrs.�,r(. y I'-;� information. sr f3sma-w —Passing it;defined as wrier the msnVm.Boor pin,beam or girder..hews on the;drm"meets appiraob de*gn c6teN for loads.LoadYp Condi is .and Sptrw NOW on Mb ttreat.The doso mutt be reviewed by a quArfied dmgner w desgn feasrorul at red for .PA g=saw as utdattaaon b to maatackm It Nwificaborw DEPARTMENT DECISION APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR Application is hereby: PERMIT# BUILDING DEPARTMENT APPRO 1540 SULLIVAN AVENUE Bldg.Permit# 644-2511 ext. 230 Da Builcffng inspector Application must be printed or typed FEE SCHEDULE of Job: Location.4 1L $0-$1,000=$15.00 Street No. Street Lot No. Over$1,000= $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANTS'A4J7 APPLICANT ADDRESS C►S �Sil r r C %' � APPLICANT PHONE# SOW N S£�4 OWNER/�J1t' � rtf•t.' OWNER ADDRESS T7ik=t Lf,Lt So: h �► v�Su ; C-1 OWNER PHONE G`/y- 3/ 7 C ' - ESTIMATED COST$ " IS THIS A CONTRACT COST? _Yes _ZNo FEE ENCLOSED$ f SOR CO�� TYPE OF JOB: New Installation I /_ Alteration/Addition/Repair Revised 4/01/n002 APPLICATION FOR ELECTRICAL PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A ®'RESIDENTIAL BUILDING PERMIT APPLICATION? 0 YES 0 NO ❑BUSINESS CURRENT USE AND OCCUPANCY ❑ASSEMBLY 0 MERCANTILE FUTURE USE AND OCCUPANCY ❑EDUCATIONAL 0 INSTITUTIONAL ❑FACTORY ENGINEER'S NAME PHONE El STORAGE ❑GARAGE ADDRESS 0 MIXED USE CITY STATE ZIP (Other please specify) TYPE OF INSTALLATION/WIRINGMETHOD �Z /y SIZE OF SERVICE SIZE OF MAIN CONDUCTORS NUMBER OF METERS NUMBER OF DISCONNECTS AND RATINGS NUMBER OF PANELS REMOTE DISCONNECT REQUIRED? ❑YES ❑NO NUMBER OF LIGHT CIRCUITS NUMBER OF POWER CIRCUITS NUMBER OF SWITCHES NUMBER OF OUTLETS NUMBER OF LIGHT FIXTURES NUMBER OF HEAT CIRCUITS NUMBER OF A/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. j 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. ff _ 4 L 6 CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICANT I Ataq DATE APPLICATION FOR HVAC PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 (PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PERMIT NUMBER: APPLICATION IS HEREBY: N J�-- APPROVED: BLDG.PERMIT NUMBER � ,)&, 0, DAME INSPECTOR -j LOCATION OF WORK: r'! K/ / /��N P � J f, ✓�✓�_ APPLICANT: OWNER: TYPE OF STRUCTURE: ❑NEW BUILDING NAME:!_1C/vL/ K i NAME: oLip I^lQ 12/i �1��1�IC,IC�L`� v ON PHONE NUMBER 7.1 PHONE NUM �{v I °-L� C EMSTING BUILDING ADDRESS: % i ADDRESS: f' TYPE OF USE: /ESIDENTIL-J- 412- ❑cayRrrS.CiAi HVAC INFORMATION: JJ FURTHER DESCRWrION OF WORK: TYPE OF SYSTEM: ❑HEATING o ArC r�f:' p r ' /� �vi C.��/ y�C r�� HEATING: TOTAL HEAT LOSS(BTUH) °F WAT LOSS SHEET REQUIRED) 91 DESCRIBE ALL HEATING EQUIPMENT(INCLUDE MAKE AND MOD NO.): I • - ' 12 4w 7r,�P-Ml'i F1h.- �i C 11 M A )U '-; - 0- ESTIMATED COST:S AIR CONDITIONING: DESIGN TEMP:OUTSIDE °F INSIDE OF DIFFERENCE F° ?�L FEE ENCLOSED:S TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET REQUIRED) DESCRIBE ALL COOLING EQUPMENT(INCLUDE MAKE AND MODEL NO.): FEE SCHEDULE:S18 PER SIJW OF THE ESTIMATED COST. ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS $1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS PART OF THE PERMIT FEE) THE UNDERSIGNED HEARBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING COD FN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: TYPE: STATE: �- I ��J •`� SIGNATURE OF APPLICANT: DATE: live, c�oq 02�� Electric# D � � FOR BUILDING PERMIT Plumbing# aR 3 0 26 9 0066 Date- ,16 gee HVAC # ou Sprinkler# DRi EPARTMENT FIN MIE Estimated Cost $ UO• Bui) COMPLETE RED BOXED AREAS Permit Fee $ YS En nee n n 7_17l► Occupancy Fee $ TYPE OR PRINT ONLY Eng. Insp. Fee $ AtTdavt Appr. for CO. I SIGN ON REVERSE SIDE CGS 29- -_ - Total Fee C $ TO THE BUILDING DEPARTMENT,TOWN OF SOUTH WINDSOR,CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant 'A PS Kj Location of Work Lot No. Applicant's Address F TK Tel.# ('yopwz Town F Zip 069(1 Q Lic.# M Owner Architect Owner's Address I Architect's Address Zip — Zip--Sq. Ft. New Area: 1st FI. 2nd FI. 3rd FI. Total New Area Purpose of this permit n e-o City Water VA Septic System❑ Sewe Ins: HO SP Cert. Area Basement Garage Approved by Date — Use Group Construction Type W..d W02 o0a-�} 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 locate h this building an use is allowed. I hereby apply for a Certificate of Lancy for the work de ib d in this pplication for the permit. r Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS 1800677 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 12/26/2018 GIS ID:40500011 FEE: 72.00 MUNIS APPLICATION# 201802443 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ROBERT W ARCHER' ADDRESS: I 1 HAYSTACK LANE ADDRESS: 15 RED COAT LANE tM"A` OWNER: CHAKRABARTY MOULINATH& I I HAYSTACK LANE UNIONVILLE,CT 06087, ` DESCRIPTION OF WORK: INSTALL NEW OIL FIRED HOT WATER HEATER'. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY B ING DEPARTMENT. a CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILD G OFFICIAL 12/26/2018 2:24 PM TIIE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE