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HomeMy WebLinkAbout146 CORNERSTONE DR 201300110 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 09/20/2013 k GIS ID:23800146 FEE: 10.00 MUNIS APPLICATION# 201201455 F;. h' BUILDING DESCRIPTION: APPLICANTe 1 LOCATION NAME: KALINOWSKI CONSTRUCTION LLC. ADDRESS: 146 CORNERSTONE DR ADDRESS: 4 CAPALBO PLACE & � `'� �+" OWNER, SAINI SANDEEP&ANUPMA COS COB,CT 06807 146 CORNERSTONE DR SOUTH WINDSOR,CT 06074 v F 4 DESCRIPTION OF WORK: FINISH BASEMENT FOR REC.ROOM PURPOSES. TO'INCLUDE BATHROOM. NO BEDROOM.. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE^WITH THE APPLICATION AND PLANS;APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: ° OCCUPANCY GROUP: r BUILDING OFFICIAL 9/20/2013 3:27 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 11000044 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 02/15/11 GIS ID:23800146 FEE: 375.00 MUNIS APPLICATION# 201100077 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: BETTER LIVING PATIO&SUNROOM ADDRESS: 146 CORNERSTONE DR ADDRESS: 334 PLAINVILLE AVE OWNER: SAINI SANDEEP&ANUPMA UNIONVILLE,CT 06085 146 CORNERSTONE DR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 14 X 16 ADDITION. 10 X 3 DECK. 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 2/15/201 1 3:48 PM TIM FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 12000630 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER BUILDING PERMIT DATE: 11/05/12 GIS ID:23800146 FEE: 255.00 MUNIS APPLICATION# 201201455 -BUILDING DESCRIPTION: APPLICANT LOCATION NAME: KALINOWSKI CONSTRUCTION LLC. ADDRESS: 146 CORNERSTONE DR ADDRESS: 4 CAPALBO PLACE OWNER: SAINI SANDEEP&ANUPMA COS COB,CT 06807 146 CORNERSTONE DR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: FINISH BASEMENT FOR REC.-ROOM PURPOSES.TO INCLUDE BATHROOM. NO BEDROOM. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: A OCCUPANCY GROUP: BUILDING OFFICIAL 1 l/5/2012 3:26 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1500273 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER HVAC PERMIT DATE: 07/16/2015 GIS ID:23800146 FEE: 180.00 MUNIS APPLICATION# 201500904 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: AIELLO HOME SERVICES., ADDRESS: 146 CORNERSTONE DR ADDRESS: P O BOX 548 OWNER: SAINI SANDEEP&ANUPMA WINDSOR LOCKS,CT 06096 146 CORNERSTONE DR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: REPLACE GAS FURNACE AND A/C. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 7/16/2015 4:09 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1100042 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER ELECTRICAL PERMIT DATE: 03/15/11 GIS ID: 23800146 FEE: 30.00 MUNIS APPLICATION# 201100077 BUILDING DESCRIPTION: APPLICANT LOCATION NAME: ICON ELECTRICAL SERVICES ADDRESS: 146 CORNERSTONE DR ADDRESS: 258 MORNINGSIDE DRVIE OWNER: SAINI SANDEEP&ANUPMA BRISTOL,CT 06010 146 CORNERSTONE DR SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: 14 X 16"ADDITION. 10 X 3 DECK:, WIRING ADDITION/SUNROOM IN BACK OF HOUSE.OUTLETS,RECESS CANS,ETC. SPECIAL CONDITIONS: ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: OCCUPANCY GROUP: BUILDING OFFICIAL 3/15/2011 10:36 AM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE 1300133 TOWN OF SOUTH WINDSOR, CT PERMIT NUMBER PLUMBING PERMIT DATE: 04/12/2013 GIS ID:23800146 * ; �- FEE: 30.00 MUNIS APPLICATION# 201201455 �u� "�, � °`"' ""�"" � BUILDING DESCRIPTION: APPLICANT .. p: ``' 's; LOCATION NAME: POWEL KORPANTY � $ °"° 14,ADDRESS: 146 CORNERSTONE DR ADDRESS: 604 STEVENS STREE (-t ,OWNER; - S, ' I SANDEEP&ANUPMA BRISTOL,CT 06010 'l ,tip a 46 CORNERSTONE DR 0 ' SOUTH WINDSOR,CT 06074 DESCRIPTION OF WORK: FINISH BASEMENT FOR REC'ROOM PURPOSES:TO INCLUDE BATHROOM. NO BEDROOM;; :-�;. to N, REM6611 G OF BATH IN BASEMENT' SPECIAL CONDITIONS: ' t:; ALL WORK TO BE DONE IN ACCORDANCE;,, ll TK APPLtCA?ION,AND PLANS APPROVED BY THE BUILDING DEPARTMENT. CONSTRUCTION TYPE: � ` ��- n OCCUPANCY GROUP: w a BUILDING OFFICIAL 4/12/2013 4:07 PM THE FEE ABOVE INCLUDES A$0.26 PER THOUSAND CT STATE EDUCATION SURCHARGE APPLICATION FOR HVAC PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT AlPf R 1540 SULLIVAN AVENUE Bldg. Permit# 644-2511 ext. 230 Date Building Inspector Application must be printed or typed Location of Job: FEE SCHEDULE $0-$1,000=$15.00 1°-1l� C.Oc n�SlcSre Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt,No. APPLICANT Aj \\O AZ APPLICANT ADDRESS �b W w\oc 'SDC Cy yCa OQ to APPLICANT'S PHONE# C; O(0--Zq Z ZCc<Y-3 OWNER A VNA cs, Sa. tN:. .SOWN Sfq OWNER ADDRESS kyLp CIO ing,�St+7 (� OWNER PHONE D(A) y4 _,' O ESTIMATED COST$ C . IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ TYPE OF JOB: l�gG(Q SOR CQCI New Installation Alteration/Addition/Repair 0615 C)t,yd.{ Revised 03/05/10 APPLICATION FOR RVAC PERMIT(Continued from reverse side) TYPE OF SYSTEM: TYPE OF BUILDING: A HEATING Or RESIDENTIAL El A/C ❑ COMMERCIAL ❑ VENTILATION ❑ INDUSTRIAL HEATING ❑ STEAM LOW PRESSURE LIMIT LBS. HIGH PRESSURE LIMIT LBS. ❑ HYDROMC ❑ WARM AIR ❑ UNIT RADIANT HEATER EXISTING RADIATION ADDITIONAL RADIATION TOTAL RADIATION DESIGN TEMP.OUTSIDE OF INSIDE OF DIFFERENCE OF TOTAL HEAT LOSS(BTUH) OF(HEAT LOSS SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL HEATING EQUIPMENT(INCLUDING MAKE&MODEL NO.) 0-jm&w L Vl �Cv,mc y\u C-A 5 ARP Grndm4-1 GROSS HEATING CAPACITY(INPUT-BTUH) NET RATING(OUTPUT-BTUH) TYPE OF FUEL ❑ OIL-GPM OIL TANK LOCATION:Cl INSIDE ❑ OUTSIDE CAPACITY ;a GAS-INPUT LPG TANK CAPACITY ELECTRIC-KW AIR CONDITIONING DESIGN TEMP: OUTSIDE OF INSIDE OF DIFFERENCE °F TOTAL HEAT GAIN(BTUH) (HEAT GAIN SHEET MUST ACCOMPANY APPLICATION) DESCRIBE ALL COOLING EQUIPMENT(INCLUDING MAKE&MODEL NO.) G00&*A,m✓1 lie. Re QlaLkVyu� bskl V TONNAGE COOLING CAPACITY(BTUH) VENTILATION DESCRIBE ALL AIR HANDLING EQUIPMENT(INCLUDING KITCHEN EXHAUST EQUIPMENT) TOTAL SIZE OF SYSTEM(CFM) FRESH AIR INTAKE(CFM) (PLANS MUST ACCOMPANY APPLICATION) FURTHER DESCRIPTION OF WORK a R"rwy p� u C�o1 wVw✓t c. cis, -cu c a Q e Y Ae 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. O3o3a3� S1 C* CONTRACTORS LICENSE NO. TYPE STATE SIGNATURE OF APPLICAN L.,_,. _ DATE N 68'09"D ►► 159.75' PROPOSED OONSERVATiON EASEMENT 03 h o N w o 5,p1.07 E 135.53' _ 1 Z t 292.E S 68ti9'f5 E N 290.0 _ 292.4+292- +291.0 _ i - 2s9.2 iPROPOS ED +287.0 1 2---------------- __ _' o 7D86.5288,__ 288.6 � +286.7 295.s+ +r21M:t_266-___286.7 2 fZ=284.0 EXIST. YARD DRAIN o +286.7 I 7F= 285.51 U 90'- 8" f.25x t FL- 278.01 D p ' 286.9 '1* 5.7 ' EXIST YA 285.9 2-OH n _ 7.2.• 286.01 �'� 7F= 284. 96'= 80 O 1.6x - n 17.3' 288.3 284.5+ Y HW ^12.1' 12.6' S.7 y--- W + fZ= 279. 10 28a.5 28- -It + 63 2' EXIST. HOUSE 5.4'.4' E Tji 40 ---r co (5-2-01) STOOP N 4 FD FL= 278.Bt �.S 280.8+ 30.3' 284.2 2' SAN. FL= 278.8t N 286.24 tN.+ 285.o 12.3 102 286.29 W '1 r 12.3' Z87.1 EXIST. YARD DRAIN 40� P RCH 22. 38.6' ' TF-281.97 _ 3 IN -Z7iff.4T 282.E + ae�.• 'I ,� 15'FL. DUT 276.17 �� IBRICK WALK 286.8 4"FD FL IN-276.57 +2a2.s / (? i / o nt n R r! 287.4 L=1 S 617323'E 283.+ p ,I w 284.¢ + 287.4 .4 55 N n n D=O. 100.29' 289.67 71 286.37 288.01 91'- 1 285.3 290.40 g 1 288.90 289.91 CORNERSTONE DRIVE 1 s 1L / CB If23 SAN. MH ill CS ,f22 TF=283.27 7F=286.96 1F=290.6 FL IN & OUT= 275.62 FL=276 57 F�JN W=285.. FE /N 5-28.J9 FL OUT=28J. SAN. SEWER LA7ERAL FL- 274.51 SAN. SEWER LA7ERAL FROM HOUSE TO MAIN UN£ 100'- 6"'AT 4.3x f �„ N 68ti9'ib 159.75' N 14 PROPOSED � ,� cs• N�J/l�iY CONSERVATION EASEMENT _ N b w Q 0313- . S 75,01'07" E _" ' E 10. _.. `S 68 0915 29 290.0 +292.6 I' 292.4+292- , +291.0'' aryl ---��• N Z9p.- "' Ha 2 PROPOSED +2 67.0 .2g8 u+286.7 •-_.p. 2 7Fm286.5 288.6 .___. +�2§6_t 286.7 FL-284.0 DJST. YARD DRAIN o +1286.7 265.6+ ?B6 7F= 285.51 U 9pt 8" FL- 278.01 D p � 286 a Qra, ' 286.2 •i+► dtN-A 5.7 ; £MST YA 96" 285.9 2'CH - 8 o 1.6X 17.3' 288.3 284.5+ .4 Hwr^.12•1, 12.6' 5.7 o�p + FL- 279. to 284.5 6.3• n Tic a a + 2 EXIST. HOUSE 5.4'.4 n' e -.� ao (5-2-01) STOOP N FD FL- 278.83• 15 280.8+ 30.3 284.2 2 SAN. FL- 278.8.* C.4 286.24 io f.4 285.0 12.3'-10 2'- 4 286.29 l4 + -i 12.3' 187.1 EXIST. YARD DRAIN v 401, P RCH 22. 38.6' ' 7F-281.97 =_7ff.4T 282.E . �e� �11 at 29ti.3 J- FL. IN • 15"FL, OUT-276.17 ,{ Iewgc wa�v, 286.8 � �' 4'FD FL, IN-276.57 +262.s c0 I .t + I g 287.4 n '" R= S 617323"E 283.4 p i 284.p +267.4,,288� D 0. �I 289.67 r 286.37 88.01 91•• ~ 1 28� 290.40 1 1 288.90 289.91 CORNERSTONE ORI VE CB (23 SAN. MH /11 CB #22 7F=283 27 7F=286.96 TF 29a 6 ` 'FL-;IN dr OUT= 275.62 FL=276.57 F4,JN W=285.. FFE-IN S-2839 SAN. SEWER LATERAL FL- 274.5.t FL OUT=283. SAN. SEWER LA7FRAL FROM HOUSE TO MAIN UNE 100'- 6 AT 4.3X e D E C E IN u.-.04 2 8 nii Soutn vuillosor BUILDING DEFA,R-rmENT is rertlli-d th:•t t'.•% lA-fin dnil 9;,..:i ia`r'. :olnes M the propoaed twltding or alterallnns In b erected at )y?O CaY►uM- D- atn.R together with amendmert•, statod in apolloatlon z 'sled with plan and I agree to comply with All zc:1401 i aullding and slate laws and such orders oa •h,�l� L issued by the Building D?par!munt during d-le, ( this app cation and final issua(we IMino permit. 3 `x 1V xigned D'�A PL his plan approv;d subject to the eondltloc than rders and ordfaences regulating balldln3 shall be n phtd ,in, ondriionally Approved 7Teso Bled witlt q.gr.¢ In;p"etor Cleat &D 41 CERTIFICATION OF ZONING COMPLIANCE P►oPosed buiiding(s), uses) and/or structure(s) as It"on this plan appears)to be in conformance with current South Windsor regulations. Variances and special exceptions may apply. Date i I Z v Zoning En ment Officer 1 1 O �® Corporate Office 600 Old County Circle, P. O. Box 548, Windsor Locks, CT 06096 =LICE\SED• Local 860-292-2600 • Fax 860-292-2690 FOR 4 Connecticut Toll Free 1-888-956-4455 HOME SERVICES S'FE�"I' f`Ib� s��' AielloHomeServices.com Aiello is an AA/EOE -I - \-�) A5 To Whom This May Concern: Aiello Home Services Authorized Alesha Fillmore, Stephen Birch, Dave Howard, Garrett Cardwell, Randy Weidig, Robert Bilodeau, Nick White, Mark Putori, Kevin Vaughan, Lorie Metivier, Stacy Dlubac, Cindy Nicewicz, Tim Lynch, Keith Tyler, Matt Cormier, Dave Arildsen, Bill Faitella, Joe Arroyo, William Asprelli, Matt Rose to pull permits for our company for any Plumbing, Heating, or Air Conditioning replacement(s) or new Installation(s). If you have any questions please call our office at 860-292-2600. This Letter is for a permit for the property located at: t t y to 9 t' CT Gloo?y Home Owner: Permit Fee Amount: $ t% Sincerely, ///�4 Michael Jezouit President STATE CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION LIMITED SHEET METAL CONTRACTOR HEATING,PIPING&COOLING UNLIMITED CONTRACTOR ' MICI IAEL R JEZOUIT MICHAEL R JEZOUIT PO BOX 548 I PO BOX 548 WINDSOR LOCKS,CT 06096-0548 k: WINDSOR LOCKS,CT 06096-0548 LIC./REG NO. EFFECTIVE EXPIRES LIC./REG NO. EFFECTIVE EXPIRES SHM.0005345-S 09/01/2014 08/31/2015 HTG.0303032-S1 09 /2014 08/31/2015 SIGN / SIGNED / l _SIGNED � � HEATING • PLUMBING • ELECTRICAL • GENERATORS OIL DELIVERY • WATER QUALITY • AIR CONDITIONING 904 Company Info Name:Aielli Home Services Address: PO 948 Location:Windsor Locks, CT, 06096 Phone: (860) 292-2632 Client Info Building name/description: Contact name: Address: Location: Hartford, Connecticut, United States Phone: Load Summary Total building area 3,985.0 SgFt Total cooling load: 47,674.1 BTUh Total cooling tonnage: 4.0 tons Total heating load: 105,969.3 BTUh Total airflow: 1,982.2 CFM ACCA-Approved Manual J8 Calculations 06:32:30 07-09-2015 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual JS residential HVAC load calculations. Checksums - Cooling Total building area(SgFQ: 3,985.0 Total building volume (CuFt): 31,880.0 Total cooling sensible load (BTUh): 43,423.2 Total cooling latent load (BTUh): 4,250.9 Total cooling load (BTUh): 47,674.1 Total tonnage (tons): 4.0 Total cooling infiltration airflow (CFM): 33.5 Total cooling ventilation airflow (CFM): 87.7 Total airflow (CFM): 1,982.2 Total infiltration air changes/hr (ACH): 0.06 Sensible heat coefficient (SHC): 1.10 Latent heat coefficient (LHC): 0.68 Cooling load density (BTUh/SgFt): 11.96 Cooling airflow density (CFM/SgFQ: 0.50 Cooling airflow/load (CFM/Ton): 498.9 Cooling area/load (SgFt/Ton): 1,003.1 Checksums - Heating Total building area(SgFt): 3,985.0 Total building volume (CuFt): 31,880.0 Total heating load (BTUh): 105,969.3 Total airflow (CFM): 1,982.2 Total building air changes/hr(ACH): 3.73 Sensible heat coefficient (SHC): 1.10 Latent heat coefficient (LHC): 0.68 Heating load density (BTUh/SgFt): 26.6 Heating airflow density (CFM/SgFt): 0.50 ACCA-Approved Manual A Calculations 06:32:30 07-09-2015 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual A residential HVAC load calculations. Block Load Breakdown - Caft Deeary►tlon Value 1f. Windows and glass doors: 12,862.6 27.0% Skylights: 0.0 0.0% Wood and metal doors: 638.8 1.3% Above grade walls: 4,341.5 9.1% Partition walls: 0.0 0.0% Below grade walls: 0.0 0.0% Ceilings: 6,164.2 12.9% Floors: 3,364.8 7.1% Infiltration: 1,105.7 2.3% Internal gain: 3,520.0 7.4% Duct heat gain: 7,456.5 15.6% Ventilation: 2,897.3 &1% Blower heat gain: 0.0 0.0% Excursion adjustment load: 5,322.7 11.2% Total cooling: 47,674.1 100% Block Load Breakdown - Heating Description Value % Windows and glass doors: 17,154.2 16.2% Skylights: 0.0 0.0% Wood and metal doors: 1,597.0 1.5% Above grade walls: 15,047.8 14.2% Partition walls: 0.0 0.0% Below grade walls: 0.0 0.0% Ceilings: 8,013.5 7.6% Floors: 14,489.1 13.7% Infiltration: 11,328.0 10.7% Duct heat loss: 32,098.0 30.3% Ventilation: 6,241.7 5.9% Hot water piping bad: 0.0 0.0% Winter humidification load: 0.0 0.0% Total heating: 105,969.3 100% ACCA•Approved Manual J8 Calculations 06:32:30 07-09-2015 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual J8 residential HVAC load calculations. Room Heating and Cooling Totals Room Name Cooling Load (BTWO Heating Load (BTUh) Airflow (CFM) A Room 0.0 0.0 D.D Totals 0.0 0.0 0.0 ACCA-Approved Manual J8 Calculations 06:32:30 07-09-2015 This software was developed by Carmel Software Corporation. It has been approved by ACCA for Manual A residential HlAC load calculations. • System Block Load Breakdown -Cooling Windows,glass doors,skylights: BTUh Envelope(walls,doors,roof,et4■ BTUh Infiltration: BTUh ----- -- -- Internal gain:�--BTUh Duct and blower heat gain: BTUh Ventilation: 2,897.3 BTUh Excursion adjustment load: 5,322.7 BTUh�— Total cooling: 47,674.1 BTUh System Block Load Breakdown-Henthp Windows,glass doors,skylights: 17,154.2 BTUh Envelope(walls,doors,roof, etc.): 39,147.4 BTUh Infiltration: 11,328.0 BTUh Duct heat loss: 32,M.0 BTUh Ventilation/Winter humidification: 6,241.7 BTUh Not water piping load: 0.0 BTUh Total heating: 105,969.3 BTUh System AED Curve —� l AED —Average Galn —Un*Lkws 26,983 23,128 19,273 - L 15,419 m 11,564 7.709 3.855 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day ACCA-Approved Manual J8 Calculations 06:32:30 07-)0-Z015 This software was developed by Carmel Softwam Corporation. It has been approved by AMA for Manual J8 residential HVAC load calculations. Electric # ^ DDT ICATION FOR BUILDING PERMIT Plumbing# 146 Cornerstone Dr HVAC# ate: Z 0 Sprinkler# 129006 30 Estimated Cost $ Ic Z S FINAL APPROVALS Permit Fee $ Building COMPLETE RED BOXED AREAS Occupancy Fee $ to Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit 41 ► SIGN ON REVERSE SIDE t Appr.for CO. Total Fee $ 'LCo 5- TO THE BUILDING D PARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ The undersigned hereby applies to do work according to the following: Applicant KOJKx V13 - WKS .Location ofWork O Lot No. Applicant's Address P Tel # %—2%ti- 3e12. Town 5OU& wtlyj5orZip Lic.# Owner KU VWIQ_ I.AA Architect Owner's Address ' 0 6 CO"ft l S 61 t Architect's Address Zp _ Zip_ Sq. Ft. New Area: 1 st FI. 2 d FI. 3rd FI. s Total New Area Purpose of this permit _ ' S k ha SQUXEMP AS ro Inn - N o _ City Water Ll Well J Septic System❑ Sewer 0 Ins: HO SP Cert. Area Basement Garage Approved by Date Use Group onstruction 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. M Q Signed k ���S - — - I hereby apply for a Certificate of Occupancy for thew k described in th app c ion for the permit. Signed &Lvio,"skt DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS BUILDING PERMIT • STATE OF CONNE HCUT WORKERS'COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn.Gen.Stat. §31-286b) Property located at 14Orvi P�5 f yul VT �e In the town of SO i 01 N d6ar (IT ' Name of building permit applicant: Please check one: I am the owner of the above property. 2.—I am the sole proprietor of a business. 2A.Name of business "Oot,051t;A( COA;�-- a 2B.Federal Employer Identification Number(FEIN) Pursuant to§31 2Mb,"a property owner or sole proprietor[who]intends to act as a general contractor or principal employee"may provide either a certificate of workers'compensation davit...stating that he will roquim proof of workers' Insurance or.a"swan.notarized affi compensation insurance for all those employed on die- site in accordance with this chapter" Please check one: l. I do n(+t int d to rct a_.s ge eml watrwctor or pdno4z,=P10yer. [Sign and stop here] tn0 5 � Signature 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 firm 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 intent to accept coverage. Signature of applicant Subscribed and sworn to before me this day of 200 . (Notary Public/Commissioner of the Superior Court) INSPECTION FIELD SHEET 09/20/13 ;Printed by Peart, Dayshell 15:26 52 INSPECTION: 53160 FOOTING PERMIT: STATUS APPLICATION: 201201455 LOC: 146 CORNERSTONE DR SOUTH WINDSOR PROPERTY ID: 23800146 OWNER: SAINI SANDEEP & ANUPMA CONTRACTOR: REQUEST BY: PROJ DESC: FINISH BASEMENT FOR REC. ROOM PURPOSES TO INCLUDE BATHROOM. WORK ORDER: INSPECTOR: ROSE RESULT: N/A REQUESTED: PRIORITY: SCHEDULED: COMPLETED: 09/20/13 UNPAID FEES 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS ALL INSPECTIONS INSPECTED INSPECTOR RESULT INSP DESCRIPTION 09/20/13 ROSE N/A B002 FOUNDATION 09/20/13 ROSE N/A B003 FRAMING (ROUGH) 09/20/13 ROSE N/A B004 INSULATION 09/20/13 ROSE N/A B005 FIREPLACE / CHIMNEY 09/20/13 ROSE N/A B006 WOOD / GAS STOVE 04/19/13 DOUG FAIL B010 FINAL 04/24/13 ROSE PENDING B010 FINAL terminate bathrm exhaust/bathrm incompl/comb air problem 05/13/13 ROSE PENDING B010 FINAL WENT TO HOUSE MET OWNER/CONTR. RESCHEDULE INSP. 06/03/13 ROSE FAIL B010 FINAL see text need to provide combustion air to furnace & water heater. need to update co detector in hallway to bedrooms to flip exposed kraft paper insulation. incorrect clearance to light fixture in closet(from shelf) 06/10/13 ROSE PENDING B010 FINAL improper termination of air intake/need to confirm coupdate 06/17/13 ROSE PASS B010 FINAL recheck 09/20/13 ROSE N/A E001 ELECTRIC SERVICE INSPECTION FIELD SHEET 09/20/13 ;PriatZd by Peart, Dayshell 15 26 52 09/20/13 ROSE N/A E002 ELECTRIC UNDERGROUND 09/20/13 ROSE N/A E003 ELECTRIC ROUGH 09/20/13 ROSE N/A P001 WATER HEATER REPLACEMENT 09/20/13 ROSE N/A P002 PLUMBING UNDERGROUND 09/20/13 ROSE N/A P003 PLUMBING ROUGH 09/20/13 ROSE N/A P004 PLUMBING GAS TEST DEPARTMENT DECISION APPLICATION FOR PLUMBING PERMIT PERMIT# Application is hereby: TOWN OF SOUTH WINDSOR 60 o BUILDING DEPARTMENT APPRrl=�r 1540 SULLIVAN AVENUE 644-2511 EXT.230 '2Bte.au6 3 o 16 " 3 U (Date) (Building Inspect Application must be printed or typed FEE SCHEDULE Location of Job:ILI r $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 � C Ice ,, ✓Cu L , APPLICANT ADDRESS C'(�4 S C-6 f 6- IJ% C C APPLICANT PHONE# 6 O (� 7 %iQW N $ OWNER I 5 /V Jj 177� OWNER ADDRESS 14f 6 C f'e- �J a2 S TO tJ E _ . S lIJ1 �l }CSC? (0) OWNER PHONE O f y/ 0 S C = ESTIMATED COST $ Ig eo © Q IS THIS A CONTRACT COST? U YES NO FEE ENCLOSED TYPE OF JOB: G . dSOR R.CO New Installation Alteration/Addition Repair 20 ySs Revised 12/22/11 APPLICATION FOR PLUMBING PERMIT (Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATED WITH A RESIDENTIAL BUILDING PERMIT APPLICATION? YES ❑ NO O BUSINESS CURRENT USE AND OCCUPANCY O ASSEMBLY O MERCANTILE O EDUCATIONAL FUTURE USE AND OCCUPANCY O FACTORY O STORAGE ENGINEER'S NAME PHONE O GARAGE O MIXED USE ADDRESS (Other please specify) CITY STATE ZIP TYPE OF INSTALLATION W4"©� rE4, Q Ire& SIZE OF MAIN DRAIN 3 1� NO.OF TOILETS�_STYLE (2 NO. URINALS STYLE NO.OF BATHTUBS NO. OF SHOWERS I 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 1 KIND V 4.,..� ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY A WINDOW O YES 1�rNO SIZE OF WINDOW IF NONE C.F.M.OF VENTILATOR SIZE OF DUCTS SEWER OR SEPTIC TANK 5'e w e r SIZE OF WATER MAIN } l� SIZE OF WATER PIPING&RISER !2 tI WATER HEATER: TYPE Cl cc 5 MANUFACTURER DESCRIPTION OF WORK THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO PERFORM THE WORK DESCRIBED AND IS TO COMPLY WITH ALL LOCAL ORDINANCES AND STATE OF CONNECTICUT BUILDING CODES IN THE PERFORMANCE OF SUCH WORK. o Z F Z 7 Z L f CONTRACTORS LICENSE NO. TYPE STATE (� SIGNATURE OF APPLICANT 4A DATE � � d — 13 APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT A3o o o 5-X APP O D 1540 SULLIVAN AVENUE Bldg.Permit# 7 644-2511 ext. 230 t�s l�O 06`3b Datc Building Inspector Application must be printed or typed FEE SCHEDULE Location of Job: j' II $0-$1,000=$15.00 j tc CE, d-jAt e-S�,J C 1. ,Q Lo'e. SC)u U),VXd Sy 2 C 7— Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT 41 1 1 -0 4 0C-1 fC172'! 0-0- I flf el `-: APPLICANT ADDRESS 2 � 5 r,�q . /0so 9 APPLICANT'S PHONE# YS9-7.21 -03a9 OWNER s + \ SA/1 b� .(�W N S fq< OWNER ADDRESS �� �dl �'/� S ✓I r° ;Q ` C OWNER PHONEy ` ESTIMATED COST U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ TYPE OF JOB: -:*7 10 SOR•CO t -New Installation Alteration/Addition/Repair Revised 03/&/110�s.S' APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATE"ITH A BUILDING PERMIT APPLICATION? Fd YES ❑ NO ® RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ 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 Ie-� cz A S- t Ll C-410 '1 SIZE OF SERVICE �C) SIZE OF MAIN CONDUCTORS NUMBERS OF METERS , NUMBERS OF DISCONNECTS AND RATINGS NUMBERS OF PANELS f 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/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK I Ste- 11 n iN Q �7 A41A tC v �C�d w-f 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 TYPE STATE SIGNATURE OF APPLEC 'Y' DATE D E C kk V E MAR 2 1 7ni i D MiTek� South Windsor POWER r0 PERFORM. BUILDING DEPARTMENT MITek Industries, Inc. 14515 North Outer Forty Drive Suite 300 Chesterfield,MO 63017-5746 Re: BETTERL The truss drawing(s)referenced below have been prepared by MiTek Industries,Inc.under my direct supervision based on the parameters provided by Truss Manufacturing-Newington,CT. Pages or sheets covered by this seal: I17570987 thru 117570987 My license renewal date for the state of Connecticut is JANUARY 31,2012. Important Notice:If visually graded lumber is used for the trusses covered by these designs, see"SPIB Important Notice,Dated July 28,2010"(reprinted at www.mii.com)before use. N iTek does not warrant third-party lumber design values. CONN f�'''�,� REV EN t:*-- 'G . No,17524 March 17,2011 Fox,Steve The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer,per ANSUTPI 1. �71 CIUEaENPO Type ST Ply ERL r I REPAIR: 1 TRUSS,1 UNIT TH 117570987; 1 Job Reference(opWitil) TRUSS MANUFACTURING,INC.,NEWINGTON,CT 06111 7250 a Mar 8 2011 Mfrek Industries.Inc. Wed Mar 16 12:D5:57 2011 Pape 1 IDa5PH7zOrlvHCF10YAFfWcp Wkg-a5PH79h'2Md4OYAF1YCID91ZozMNTICp9hOctaMkg 11 460 465 41-7 4-1-7 1-45 = Sul=1:37.0 REPAIR: TRUSS STUBBED 5"ON THE RIGHT END. D dd �, 8.00 12 .: 2x4 Q 2x4 4 C E Qb 2� I F 5x8 \\ N 3xa= SECTION TO BE REMOVED 1 ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32-APA RATED SHEATHING 32/16 EXP 1) TO EACH FACE OF TRUSS WITH 10d(3"X.131")NAILS DRIVEN THROUGH BOTH SHEETS OF PLYWOOD AND CLINCHED PER THE FOLLOWING NAIL SCHEDULE: 2 x 3's-1 ROW,2 x 4's-2 ROM.2 x&S AND LARGER-3 ROWS:SPACED Q 0-"O.C. a NAILS TO BE DRIVEN FROM BOTH FACES. STAGGER SPACING FROM FRONT TO BACK FACE FOR A '=L•- NET 0-2-0 O.C.SPACING IN THE MAIN MEMBER. USE A MIN.0-3-0 MEMBER END DISTANCE. aa-12 i nsa I ' 9-7-t2 o-7•t2 Plate ORaelsQS O 1B:0-1S.EdgW.IF:O.15.Edael LOADING(psf) SPACING 2-" CSI DER in (loc) AM Lid PLATES GRIP TCLL 40.0 Plates Increase 1.15 TC 0.40 Vert(LL) -0.19 F-H >999 360 MT20 197/144 TCDL 10.0 Lumber Increase 1.15 BC 0.81 Vert(TL) -0.36 F-H >572 240 BCLL 0.0 Rep Stress Ina YES WB 0.19 Horz(TL) 0.04 F n/a n/a BCDL 10.0 Code 1RC2003(TP12002 (Matrix) Weight:63lb FT=10% LUMBER .v SPACNG TOP CHORD 2 X 4 SPF N0.2 i., TOP CHORD Structural wood sheelihing directly applied or 45-12 oo purkm BOT CHORD 2 X 4 SPF N0.2 BOT CHORD Rigid ceiling directly applied or 9-11-1 too bracing. WEBS 2 X 4 SPF Nat MTek recommertds that Stabilizers and required aoes bracing be irretalied during trues eisobot.in e000rdance with Stabilizer Installation guide. REAC'iKM (lb/size) 13=11011W(min.D-1-12),F=1101/0-3-8 (min.0-1-12) Max Horz B=275(LC 4) Max UpliftB=364(LC5),F=364(LC 6) FORCES (lb)-Max.CompJMax.Ten-All forces 250(orb)or less except when sham. TOP CHORD B•('=14281426.C-D-1074r36Q D-E=-1074r",E-F=14281426 BOT CHORD B-H=345/1106,F-H=246/1106 WEBS C-H=-414/305,D-H -199f714,E-14-414r305 NOTES 1)Unbalanced roof live loads have been considered for this design. 2)Wnd:ASCE 7-02;110mph;TCOL=5.0psf:BCOL=5.Dpsf;t>=25R;Cat.11;Exp C:enclosed;MWFRS(low-rise)gable end zone;cantilever `�tHrtrltrlrHr, left and right exposed,end vertical felt and right exposed;Lumber DOL=1.33 plate grip 66L=1 33 `%,"%% CONIV��'�i,,�� 3)This truss has been designed for a 20.0 pat bottom chord live bad nonconcurrent with any other live loads. ���` 4)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 364 lb uplift at joirt B and 364 lb uplift at joint J��P:REV EN F�•, %+G�� 5)This truss is designed in accordance with the 2003 International Residential Code sections R502.11.1 and R802.10.2 and referenced CO � standard ANSVTPI 1. WAD CASE(8)Standard o.17524 Q\ .9 •.Cy �V •�� 0 � NAI March 17,2011 Q WARNIM V—fL A—yr p—areH——eI NEALI 10-08 W 1W USE, De9gn void ton use oral wtih Atlek cornectors.lhs design is based or*upon pomrreters spasm,and is for on IrldNduot bsNdrp cornpgnent. APplcoNity of clestgn pommenters and proper irxxxporotfon of component Is resporsit*ty of buildrsg designer-not truss deagpW.&Odrg sto is for lateral support of hcii Adual web members only. Addtiorsal ternporory brodrig to inure stabilN dvr n0�rsstrudim u flee rbspansi ty d tree (Re erector.Ai"bonoi perrnmerd brockV of the ovenal structure is We resporaUlN of the bu/.irsg dev?ten.For ger»r01 yrAddrlCe .e.a..�.e..o�. Fabrication quoiN cankot storage.delsery,erecoon and bracing,comic AMami awdipF,Ctaala came u d�aAmbecd p-wd 144615 N.Osas Fatty.SLIT am i fdNp k'aasadae available kam Truss Rare I shtute,781 t k Lee Sheet,Suite 31Z AWni-0%VA 22314, ? r Clsatar{r0,MO e3017 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION ,)s/' Center plate on joint artless x,y Failure to Follow Could Cause Property 4 offsets are indicated. 6 4 8 dimensions shown in ff-ir sixteenths Damage or Personal Injury Dimensions are in ft-in-sixteenths. (Drawings not to scale) truss 1. Additional stability bracing for truss system,e.g.Apply plates to both sides of and fully embed teeth. diagonal or x-bracing,Is always required. see SCSI. T w 2. Truss bracing must be designed by an engineer.For 0' wide truss spacing,Individual lateral braces themselves 2 3 TOP CHORDS may require bracing,or alternative T,I,or Esminator bracing should be considered. CI-2 C2-3 WEBS Nc, 3. Neve mat eed the design loading shown and never stockequately braced trusses. O , r. O 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate designer,erection supervisor,property owner and plates 0-'ns'from outside a U al other Interested paroles. edge of truss, Or �t O S. Cut members to bear tightly against each other, r BOTTOM CHORDS 6, Place plates on each face of truss at each This symbol indicates the Joint and embed fully.Knots and wane at joint required direction of slots in 8 7 6 5 locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be sultaby,protected from the environment in accord wlth ANSI/TPI I. 'Plate location details available in MiTek20/20 software or upon request. B. Unless otherwise noted,moisture content o1 lumber JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE shall not exceed 19%at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO Unless expressly noted,this design Is not applicable for PLATE SIZE THE LEFT. 9. use with fire retardant,preservative treated or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10.Camber is a non-structural consideration and is the 4 x 4 width measured perpendicular NUMBERS/LETTERS. responsibility of truss fabricator,General practice is to to slots.Second dimension is camber for dead bad defiectbn. the length parallel to slots. 11.Plate type,size,orientation and location dimensions PRODUCT CODE APPROVALS hdicoted are minimum plating requirements. LATERAL BRACING LOCATION ICC-ES Reports: 12.Lumber used shall be of the species and slze,and In all respects,equal to or better than that Indicated by symbol shown and/or ESR-1311,ESR-1352,ER-5243,9604B, specified. by text in the bracing section of the 95-43,96-31,9667A 13.Top chards must be sheathed or purlins provided at output. Use T,I or Eliminator bracing NER-487,NER-561 spacing Indicated on design. if indicated. 95110,84-3Z 96-67,ER-3907,9432A 14.Bottom chords require lateral bracing at 10 ft.spacing, or less,9 no ceMng Is Installed,unless otherwise noted. BEARING 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or after truss member or plate without prior (supports)occur. Icons vary but 0 2006 MiTekc9 All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. M q 17.Instal and bad vertically unless Indicated otherwise. 18.Use of green or treated lumber may pose unacceptable environmental.health or performance risks.Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(irons,back,words Plate Connected Wood Truss Construction. + and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. MiTek sufficient. SCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER ro PERFORM. ANSI/TPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MTek Engineering Reference Sheet:MI-7473 rev.10206 4 � 9 MAR 21 ?nil South Windsor k� BUILDING DEPARTMENT ti' APPLICATION FOR ELECTRICAL PERMIT DEPARTMENT DECISION TOWN OF SOUTH WINDSOR PERMIT# Application is hereby: BUILDING DEPARTMENT I t00 APP Ov 1540 SULLIVAN AVENUE Bldg.Permit# � 644-2511 ext. 230 110 Date Building Inspector - Application must be printed or typed FEE SCHEDULE Location of Job: $041,000=$15.00 141� Dr. S•yy ;n�(sU1- Over$1,000= Street No. Street Lot No. $15.00 per$1,000 or any fraction thereof Tenant Designation Apt.No. APPLICANT C-L APPLICANT ADDRESS vrn Si Y. GL �r'iS�bl �"T r�CoU1 C� APPLICANT'S PHONE# O' OWNER Scan 11 OW,N S Fq< OWNER ADDRESS r n ino k- ez 5 - /* 5 Jzj !� OWNER PHONE ESTIMATED COST$ G� C ! �, U IS THIS A CONTRACT COST? Yes No FEE ENCLOSED$ �.YJ TYPE OF JOB: C l S� New Installation:Z� R• Alteration/Addition/Repair Revised 03/05/10 APPLICATION FOR ELECTRICAL PERMIT(Continued from reverse side) TYPE OF BUILDING IS THIS APPLICATION ASSOCIATO El A BUILDING PERMIT APPLICATION? YES NO Mr/RESIDENTIAL CURRENT USE AND OCCUPANCY ❑ BUSINESS ❑ 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 -V MA V" 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/C CIRCUITS SEPARATE HEAT LOSS AND A/C CALCULATIONS MUST BE SUBMITTED. DESCRIPTION OF WORK UA are wi rend Lt S mcell ackli 1rvh /_Sunroyan i n Lo a< a4 (12e 2z,�r L _zi,-,nz x G�-lef (o S g2j d-s;nk UA b,17q a/?G/ c ab� �-e j-sS THE UNDERSIGNED NEARBY 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 A01 DATE 111/ �y i f i NIF CHERn, AIADER N/r GrpF'FREY DAND BENJ"'t' N d0 15' W 159.75' 1¢ PROPOSED CONSERVATION EASENENT BENCHMARK - 0 MARKED /NTH IRON PIN • E 135.53'!� ! ELEK- 295.44 S 7,5 010 S 68ti9'15' E W -29 PROt2 �r o u o 2 IF-?86.3 p FL-28CO EXIST. YARD DRAIN 7F- 285.51 FL- 278.O1 90- 8' O 1.25X 286.9 23.6' 'N DECK c IXST. YARD DRAIN 96'= 81I O 1.6x 26s.9 2woH n t7,a• 2:OH ' 286.3 a 7.2' $ 1F 284.04 -i2t t2.6' 8.7 zea.ot FL- 279.14 to 8.3'2 EJbST. HOUSE 5.4'x4' Tf, �+, I (12-27-00) STOOP fD FL- 2768f 15 U 30.3' 2' SAN. FL- 27d8.* ev 286.24 285.0 12.3-:10.2'+ 12.S + 286.29 - --_I 286.59 - 13 EXIST. YARD DRAIN 2.87.1 22.3' _ iT�-28L97 40' P .CH 2ttab - - 8'fZ.. IN -276 47 `1 Q j@rtipc w�wc 15'fL. OUT-276.17 286.8 4'fD FL. IN-276.57 v j • R-3?5 00' • � � 287.40 � I S 6173'23' E D-023955' 100.29' 28 .5 �� „� 10' WIDE CLAP EASEMENT 4 -4. AND S7REET 7REE'EASEMENT 4' WDE CAVCREX WALK 1 285.3 93.4 1 288.90 289.91 1 � .CORNERSTONE DRIVE - �r rr CB 12J SAN. MH /it CS 122 7F-283.27 7F-286.96 W-29Re FL IN & OUT- 275.62 FL-276.57 fL N W-285.50 fL N S-283.24 SAM. SEWER LATERAL FL- 274.5.* R OUT-28324 SM SEWER LATERAL FROM HOUSE -' 70 MAIN UNE ,100=,6"AT 4.3X GRAPHIC SCALE 40 0 40 w ( IN FEET THE LOCATIONS OF UNDERGROUND UTILITIES ARE 12-29-00 ADDED AS-BUILT HOUSE; DRYVE&U7XI71ES APPROXIMATE AND ALL U11UTIES MAY NOT BE A�o�'•�!cENs�°.•'�� SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 12-1-00 ADDED.PROPOSED YARD DRAINS 'A'& -8' '•�S►orui�•�'op✓ SHALL CALL 1-800-922-4455 AND HAVE THE '•• "mom UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNAT I I SITE COMPLIANCE CHECKLIST TOWN of SOUTH WINDSOR, CONNECTICUT 146 CORNERSTONE DR LOT_#14 Reviewed By .ee-'r ed;01-� (Engineering) MANNARINO BUILDERS INC. Date Reviewed S /7 0/ Approved/Denied 1169 ELLINGTON ROAD,SOUTH WINDSOR,CT_ Reviewed By (Planning) BP_#_27122_ Ph_#_(860)289-7055 Date Reviewed Approved/Denied Date Submitted 00/00/00 ***** FOR C of 0 ***** As required in the Zoning and/or Subdivison Regulations, no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include Approved Denied N/A 1 Approved building permit plan i� Finish grading per approved f/ building permit plan CN�C�c /N F�dL d 3 Si a work; i.e trees, shrubs, dum ters, required parking 4 Utility location; ✓ a sanita sewer/sept��m undatio drain c electrical elephone ✓ d. w ter oth r r,QS 5 ewer co ection charge aid 6 App opriat certification 7 Bondin 8. Planning & ning/ Inland Wetlands Considerations -1 A. Lighting Signage Freestanding Wall C Fee in lieu of Ope Space ew r Permit No 7/(p ro Pavement Excavation No Jr��JG/N,A L �:G C/JcrLl�, S�J�T COMMENTS : /� �'lu,✓v�,t-N 7- /S L o C.e:!f� A, �n/v� G'a'cue.. L.,7 c.4- 1/,a lid' Tu )Y�r 1A-j- Electric # 146 Corns�LACATjQN FOR BUILDING PERMIT Plumbing# HVAC# 11000044 Date: -If Sprinkler# FINAL APPROVALS Estimated Cost $ 000. Building COMPLETE RED BOXED AREAS Permit Fee .! • Occupancy Fee $ LO •— Engineering TYPE OF PRINT ONLY Eng. Insp. Fee $ Affidavit Appr.forCO. 110- SIGN ON REVERSE SIDE Total Fee $ S. TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ : 1 The undersigned hereby applies to do work according to the following: Applicant 1/1 - c u A,0 tig0rk 14 C�Iryxlt Lot No. Applicant's Address 33i 1 t��o. ✓► a Tel # ' O Town , t i C O435 Zip C O%5� Lic.# _ Owner S '. Architect Owner's Address 14fa C.ryNAd-s Architect's Address Zip Zip Sq. Ft. New Area: 1 st FI. 1z2 ! 2nd Fl. 3rd FI. Total New Area Purpose of this permit ADD,ffdN /V A61n< ley-3 City Water Nl ' Well Ll Septic System 0 Sewer ' i k of Ins: HO SP I Me Area Basement Garage Approved by �, ate 9� Use Group Construction Type 7Revised 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 hich th building and its use is allowed. Signed I hereby apply for a Certificate of Occ p cy for a work described in this application for the permit. XSigned _ DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS PERMIT CLOW AND CGS 29393 06/22/2021 10 11 (TOWN OF SOUTH WINDSOR �P 1 morganamiddleton APPLICATION PROFILE piappent GENERAL APPLICATION ------------------- Application ref 201100077 Fee Effective Dt 01/28/2011 Department 1440 - BUILDING DEPARTMENT Location 146 CORNERSTONE DR Parcel 23800146 Cross streets Add'l loc desc Municipality SOUTH WINDSOR Subdivision Lot Existing use RESIDENTIAL LOT memo Current Zoning Flood zone Applicant GENERAL CONTRACTOR Proj/Activity ADDITION, ALTERATION & REPAIRS Class of work Description 14 X 16 ADDITION. 10 X 3 DECK. Proposed use RESIDENTIAL LOT memo Proposed zoning Flood zone Non-conforming N Applic received 01/28/11 Estimated cost 0 Estim start/end Actual start/end 06/22/21 Impervious Surf Assigned to Status COMPLETE Status code desc COMPLETE Multiple submissions N Next action Government owned N memo Ordinance ref Reason for app Parent app Point in time fee effective date Fee expiration date PROGRESS Prerequisites Approved 1 of 1 Restrictions/Hazards Cleared 0 of 0 Plan Reviews 0 of 0 Department/Board Reviews 0 of 0 Permits Issued/Completed 3 of 3 Inspections 6 of 6 Permit Fees Paid 0 of 0 Miscellaneous Charges Paid 0 of 0 Work Orders Paid 0 of 0 06/22/2021 10 11 (TOWN OF SOUTH WINDSOR IP 2 morganamiddleton APPLICATION PROFILE piappent Application ref 201100077 (continued) ROLES/NAMES Role Name/Address OWNER SAINI SANDEEP & ANUPMA CID 459761 146 CORNERSTONE DR SOUTH WINDSOR, CT 06074 GENERAL CONTRACTOR BETTER LIVING PATIO & SUNROOM CID 672088 334 PLAINVILLE AVE Phone: 860-269-3220 UNIONVILLE, CT 06085 APPLICANT BETTER LIVING PATIO & SUNROOM CID 672088 334 PLAINVILLE AVE Phone: 860-269-3220 UNIONVILLE, CT 06085 ELECTRICAL CONTRACTOR ICON ELECTRICAL SERVICES CID 676065 258 MORNINGSIDE DRVIE Phone: 860-836-6834 BRISTOL, CT 06010 BUILDING CONSTRUCTION --------------------- No Building Construction detail was found. PREREQUISITES ------------- Prereq Action Dept Needed By Approved By Status PLANNING A APPROVAL 1430 01/31/11 LIPE APPR PERMITS Type Permit Number Status Issued Fee Unpaid Amt BLDGPERMIT 11000044 ISSUED 02/15/11 375 00 00 ELECPERMIT 1100042 ISSUED 03/15/11 30 00 00 COO DENIED 10 00 00 TOTAL: 415 00 00 INSPECTIONS Type Requested Scheduled Insptr Permformd Results Bal Due FOOTING 03/03/11 03/03/11 AM ROSE 03/03/11 PASS 00 FRAMING 03/09/11 03/09/11 12 00 ROSE 03/11/11 PASS .00 FRAMING 03/16/11 03/16/11 AM ROSE 03/16/11 FAIL 00 FRAMING 03/18/11 03/18/11 AM ROSE 03/18/11 PASS 00 INSULATION ROSE 03/18/11 PASS 00 ELEC ROUGH 03/16/11 03/16/11 AM ROSE 03/16/11 PASS 00 TOTAL: 00 06/22/2021 10 11 (TOWN OF SOUTH WINDSOR IP 3 morganamiddleton APPLICATION PROFILE piappent Application ref 201100077 (continued) AUDIT HISTORY ------------- Department Action Source Created by Date Comments Application status change APP morganamiddleton 06/22/21 See text 1440 - BUILDING DEPA Permit denied APP morganamiddleton 06/22/21 CERTIFICATE OF OCCUPANCY 1440 - BUILDING DEPA Permit removed APP morganamiddleton 06/22/21 Permit 'SPRINKLER PERMIT' (ID: 13382) removed from application 1440 - BUILDING DEPA Permit removed APP morganamiddleton 06/22/21 Permit 'HVAC PERMIT' (ID: 13381) removed from application 1440 - BUILDING DEPA Permit removed APP morganamiddleton 06/22/21 Permit 'PLUMBING PERMIT' (ID: 13379) removed from application 1440 - BUILDING DEPA FRAMING APP dayshelllforeshaw 02/09/12 03/11/2011 PASS 1440 - BUILDING DEPA Inspector changed APP michaelxrose 03/21/11 Inspector changed from to ROSE on completed inspection. 1440 - BUILDING DEPA INSULATION APP michaelxrose 03/21/11 03/18/2011 PASS 1440 - BUILDING DEPA FRAMING APP michaelxrose 03/21/11 03/18/2011 PASS 1440 - BUILDING DEPA ELEC ROUGH APP michaelxrose 03/17/11 03/16/2011 PASS 1440 - BUILDING DEPA FRAMING APP michaelxrose 03/17/11 03/16/2011 FAIL 1440 - BUILDING DEPA Permit mailed on 03/15/11 APP dayshelllforeshaw 03/15/11 Permit number 1100042 1440 - BUILDING DEPA Permit issued APP dayshelllforeshaw 03/15/11 Permit no 1100042 - ELECPERMIT, PAID 1440 - BUILDING DEPA Permit payment collected APP dayshelllforeshaw 03/14/11 Payment collected on permit ELECTRICAL PERMIT E 1440 - BUILDING DEPA FOOTING APP michaelxrose 03/04/11 03/03/2011 PASS 1440 - BUILDING DEPA Permit mailed on 02/15/11 APP dayshelllforeshaw 02/15/11 Permit number 11000044 1440 - BUILDING DEPA Permit issued APP dayshelllforeshaw 02/15/11 Permit no 11000044 - BLDGPERMIT, PAID 1440 - BUILDING DEPA Prerequisite approved APP michelerlipe 01/31/11 PLAN APPRV on 01/31/11 1440 - BUILDING DEPA Permit payment collected APP dayshelllforeshaw 01/28/11 Payment collected on permit CERTIFICATE OF OCCUPANCY 1440 - BUILDING DEPA Permit payment collected APP dayshelllforeshaw 01/28/11 Payment collected on permit BUILDING PERMIT B 1440 - BUILDING DEPA Application entered. APP dayshelllforeshaw 01/28/11 ** END OF REPORT - Generated by Middleton, Morgan ** NO TES -- 1. AREA OF LOT 14 = 33,334 SQ.FT. = 0.765 ACRES 2. ZONE OF SUBJECT PARCEL IS RR". LOT IS WITHIN A SUBDIVISION DEVELOPED AS AN "OPEN SPACE SUBDIVSION". MINIMUM YARD REQUIREMENTS: N�F CNERYL • MADER FRONT = 50 FEET SIDE = 10 FEET REAR = 50 FEET J. BOUNDARY INFORMATION TAKEN FROM PLANS EN777LED - BENJAMIN "CURER RIDGE# OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNARINO BUILDERS, N� GEOFFREY Dgylp INC., SUBDIVISION PLAN, 940 AVERY STREET, SOUTH W7NDSOR, CONNEC77CUT, SHEET 11, 12 & 13, SCALE.- 1 !N.=40 FT., DATE.- OCTOBER 16, 1998, REVISION DATES TO 7-29-99, ALFORD ASSOCIATES, INC., CIVIL ENGINEERS, W7NDSOR, CONNEC77CUT. 4. APPLICANT: MAP PREPARED BY N 68•09l5 W MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. clo ROBERT MANNARINO 200 PIGEON HILL ROAD 159.75 1169 ELLINGTON ROAD P.O. BOX 484 SOUTH W7NDSOR, CONNECTICUT 06074 W7NDSOR, CONNEC77CUT 06095 TEL. f (860) 289-7055 TEL. f (660) 668-7268 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM, N 6. NO ZONING WOLA77ONS WITH RESPECT TO LOCA77ON OF EXIS77NG HOUSE, AS SHOWN. ,4 PROPOSED EASEMENT w 7. LEGEND - CONSERVAnON N w BENCHMARK - 310__ EXIS77NG CONTOUR iv CONTROL POINT 4232 Q w MARKED W177-1 IRON PIN x 310.0 EXIS77NG SPOT GRADE ELEV.= 295.44 135.53' WATER SERVICE 75 0'" E 1 Kr 670 F0077NG DRAIN LINE S 10 E.29, -S 68*09�i5 '� 4q zso.o FD 292.6_. ----292.4_+292- ±" - +2s1.o ,N� G GAS SERVICE �• '•'"' o ---�"____�------ > PROPOSED _..- - 2g0.� 289.2 ---- - - -+287.0 �' M a #2 _ T,E,TV TELEPHONE, ELECTRIC AND CABLE IV SERVICES --•o- ' 7F=286.5 f 288.6 --28$-- " w+286.7 FL=284.0 285.8 +,286_7- 28 286.7 EXIST. YARD DRAIN o +28e•7 + 6 - S SANITARY SEWER LATERAL TF= 285.51 -� p"""' 90'- 8" ® 1.2,-- TELEPHONE NANDHOLE FL= 278.01 - D wv 2S6 1' 286.9 'iti DECK 6- 28'5.7 ' EXIST. YARD DRAIN DQ WATER GA7F 96'- 8'td ® 1.6X 285.9 'OH_ 2'OH 286.3 286.01 °j TF= 284.04 GV -- n17.3'n -2' - 7.2' --_ o v+ r--- - 'o FL= 279.14 GAS GATE HW 12.1' 12.6' 5.7 'o + 284.5+ a TE <v �O 284.5 6.3' 11 i6 28� + 2 EXIST. HOUSE 5.4'x4' co _ (5-2-01) STOOP 0+ 00 FD FL= 278.8E ��''1 8. EXIS77NG HOUSE - 2842 ' 286.24. 2 SAN. FL= 278.81 N 15 zsD.s+ 30.3 ^ /1 �0 GARAGE FLOOR = 286.59 12 3' 10.2'- * 286.29 q Z /� 1v A FINISHED FLOOR = 289.17 W 285.0 12.3' !�! �ls71 BASEMENT FLOOR = 279.97 EXIST. YARD DRAIN 40; P RC H 22' 38 6' `-_-- --_--._ ! 7F 281.97 • 232.6 r l f/d .0� .4! ,_..s. ;'i; IBRl CK WP,Lk, 2$6 15" FL, OUT=276.17 ; .8 1 I 4" FD FL, IN=276.57 +2a2.s �' i /- 287.4 p " R=325.00' I ry c; coL=17.01 S 61'1323"E 283+ i 2s4.i +287.4,-28$/ N" N D=02*59 55" 100.29' 10' WIDE CL&P EASEMENT G ` , _---- W a o AND STREET TREE EASEMENT 4' WIDE CONCRETE WALK 281.71 286.37 P288.01 91.6 1 285.3 290.40 9 1 288.90 289.91 � S CORNERSTONE DRIVE CB #23 SAN. MH #11 CB #22 TF=283.27 7F=286.96 777=290.6 FL III & OUT= 275.62 FL=276.57 FAIN W=285.50 FFLL"'IN S-283.cP4 FL OUT=283.24 SAN. SEWER LATERAL FL= 274.5t SAN. SEWER LATERAL FROM HOUSE TO MAIN LINE 100'- 6"'AT 4.3X THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULATIONS OF CONNEC77CUT STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIA77ON OF LAND SURVEYORS, INC.. IT IS A LIM17ED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY. GRAPHIC SCALE ��„rnrrry� f` �� TO MY KNOWLEDGE AND BELIEF, THIS MAP IS o �obf CON/y •.moopF ��„-• �'� SUBSTANTIALLY CORRECT AS NOTED HEREON. 40 80 .•••• PREPARED FOR MANNARINO BUILDERS, INC. L.S. No. 9344 ( IN FEET ) 5-11-01 ADD/110NAL AS-BUILT GRADES \ 344 +�� No. 9344 :' IMPROVEMENT LOCATION SURVEY ENGINEERS TICIJT THE LOCATIONS OF UNDERGROUND UTILITIES ARE 12-29-00 ADDED AS BUILT HOUSE, DRIVE & U77LI77ES '•.A�:-��IceNSE�r'•���0� •'•. < -�!CENSEO,;`9 ��• 1 I , APPROXIMATE AND ALL UTILITIES MAY NOT BE °FFS. .,,,.•ONr,�a` �•�qn o -•••`•�E+�••` CUTLER RIDGE 1! • �+ S/ONAL loss �i,� S U R �'6► WIL50N M. ALFORD,JR.,P.E.&L.S. SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 12-1-00 ADDED PROPOSED YARD DRAINS 'A' & B" '''�•.,, ��v�' ""•""'' LOT 14 - SHALL CALL 1-800-922-4455 AND HAVE THE UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE? SIGNATURE AND EMBOSSED SEAL 146 CORNERSTONE DRIVE SOUTH WINDSOR, CONNECTICUT PSCALE: 1 IN, = 40 FT. DATE: JUNE 20, 2000 D:M9915614 P:M98009 FOLDER:MANNARINO FILE:MANNARINO-CUTLER NO TES - 1. AREA OF LOT 14 - 33,334 SO.FT. = 0.765 ACRES 2. ZONE OF SUBJECT PARCEL IS RR" LOT IS WITHIN A SUBDIVISION DEVELOPED AS AN "OPEN SPACE SUBDIVISION". MINIMUM YARD REQUIREMENTS N/F CHER1'I- J• MADER FRONT = 50 FEET --- , SIDE = 10 FEET -', -`-__---- -----_--_- REAR = 50 FEET - - - - ------------------ J. - ` - '-'" BOUNDARY 1NFORMA 110N TAKEN FROM PLANS EN717Z.E0 BENJAMlt - ------------ -------- 310 'CUTLER RIDE Il OPEN SPACE SUBDIVI ION RR ZONE PREPARED OR MANNARINO BUILDERS C G E S F N� �pFFREY DAVID - INC., SUBDIVISION PLAN, 940 AVERY STREET, SOUTH WINDSOR, CONNEC77CUT; SHEET ff, 12 & 13, SCALE.- 1 IN.=40 FT., DATE.- OCTOBER 16, 1998, REVISION DATES TO 7-29-99, ALFORD ASSOCIATES, INC., CIVIL ENGINEERS, WINDSOR, CONNECTICUT" 4. APPLICANT. MAP PREPARED BY.• N 68ro9,15�yy _ - MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. c% ROBERT MANNARINO 200 PIGEON HILL ROAD 159.75'------- - -_- -- - 1169 ELLINGTON ROAD P.O. BOX 484 ` -__--__--__ - 77CUT 06074 06095 _ __ - ______________ __---- _ SOUTH WINDSOR, CONNEC WINDSOR, CONNEC7ICUT - - ---' TEL. ,/� (860) 289-7055 7EZ. � 860 688-7288 -- - - _ 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM. `-300 --------- -- - _- -----------'- - N _ _ ------------------ 6. NO ZONING VIOLATIONS WITH RESPECT TO LOCATION OF HOUSE; IF ERECTED AS SHOWN. _ N �4 PROPOSED .�� _ -_- - -`- 7. CONTRACTOR SHALL VERIFY LOCA170N AND ELEVATION OF EXISTING,UTILITIES PRIOR TO ESTABLISHING FINAL CgNSERV --------------- PROPOSED EASEMENT GRADE OF PROPOSED F0077NGS AND FOUNDA770N. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOVNDA77ON EXCAVA770N. MlRAf7 FABRIC _---------------- BENCHMARK SILT FENCE_ A OR TEMPORARY VEGETA77ON IF PILES ARE TO REMAIN /N PLACE FOR EXTENDED PERIODS OF TIME. ND/ --- CONTROL POINT ,f232 V -'` ' V - MARKED WITH IRON PIN 8. DURING CONSTRUCTION, M/RAfl FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF. _ --- ------- --- --- - ELEV.= 295.44 53e_-- `�- 9 LEGEND - .01,07 -- - 10 29' f ,,,,, S 68 Ogi5_E__--- - ----------290 31Q- EXISTING CONTOUR ✓ __ __- ]F- PROPOSED YARD DRAINS 12 & 14 r•"" +289.2 - 'x o- -- ARE TO BE CONS7RUCTED AS SHOWN ON SUBDIVISION PLANS x 310.0 EXISTING SPOT GRADE i n +269.0 +zs�.o Q YD PROPOSED CONTOUR 286.E 0 7F=286.5 310 _ FL=284.0 "' + 28s.z 285.0 28-a ---------- 2� 3f0.0 PROPOSED SPOT GRADE 286 PROPOSED YARD DRAIN B" { 4- D 7F- 284.3 0 GRADE TO DRAIN FL= 279.7 CHIMNEY DECK 285 7 ; PROPOSED YARD DRAIN A" SURFACE WATER IS TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE Q 2'oH __ h TF= 284.3 W PROPOSED WATER SERVICE 100'- 870 A.D.S. O 1.6% --} r roll PROPOSED__�10 N FL= 281.3 PROPOSED 6'0 FOOTING DRAIN LINE 285.9 TE T N FD-- �, Ir ABACK WATER VALVE !S TO INSTALLED ON FOOTING DRAIN LINE o EXIST. FDN. 2ss.8 FF= 289.1 98'- 8"0 A.D.S. ® 1.6� cfi GAR. FL.= 286.6 i� �o A TPROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. 1N STREET + 284.2 286.59 286.29(, ��� ,3 E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. 1N STREET I Z S PROPOSED 6"0 SANITARY SEWER LATERAL YD 14 w I - - MIRAF7 FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSMUCT70N AND 7F=282.0 , I. 2g0 8" FL, IN =278.J 1 - SHAI_i REMAIN !N PLACE UN11L DISTURBED AREA /S STABILIZED 281.4+ a 282.61 .5" FL, OUT-277.5- - { 2 I rn 10. PROPOSED HOUSE - I o � R=325.00' kOo 1 3 L=17.01T- zc� o D=0239 55" PROPOSED GARAGE FLOOR = 286.0 w PROPOSED TOP OF FOUNDATION = 287.0 S 61'13'23" E w I �^ 10' WIDE CL&P EASEMENT D En'I w r PROPOSED FINISHED FLOOR = 288.0 m 100.29' I AND STREET TREE EASEMENT _ - - _-- - _ - BASEMENT FLOOR = 279.3 i 283.2 _ 4' WIDE CONCRETE WALK E THE FINAL EXTERIOR GRADE TOP OF FOUNDA77ON TO BE A MINIMUM OF EIGHT (8) INCHES ABOV . PROP. CLEANOUT YARD DRAIN DETAIL 82 84 410 FOR YARD ORA INS "A" & "B" CORNERSTONE DRIVE /�- o NOT ro SCALE y - LO - --W- _ - NOTE - - 12°' Inline Drain 2/12AG EXISTING GRADES AND CONTOURS SHOWN REPRESENT ACTUAL FIELD CONDl770NS AS OF NOV/EMBER 27, 2000. e^vuo rz"nrK' IRON THE 12-1-00 REVISION IS TO SHOW DESIGN OF PROPOSED YARD DRAIN SYSTEM CB #23 SAN. MH /11 CB #22 ON L 0 T 14. TF7TF=283.0 TF=286.96 FL IN .6 W=285.50 FL IN & OUT= 275.62 FL=276.57 -BUILT DATA FOR FT IN FL IN S=283.24 AS OF 12-1-00, PLAN HAS NOT BEEN UPDATED TO SHOW AS FL our=2&3.24 - Ti----Aox^r�, HOUSE DIMENSIONS AND UTILITY INFORMATION. SAN. SEWER LATERAL FL= 274.5f -m-+y"' -- SAN. SEWER LATERAL FROM HOUSE _ �� I ma TO MAIN LINE 105'- 670 AT 2.07 MINIMUM THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THROUGH 2O-300b-20 OF THE REGULAT70NS OF CONNEC77CUT _ - PlpaLe-gi" STATE AGENCIES- "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE °""'`'"` STATE OF CONNECTICUT' AS ENDORSED BY THE CONNEC77CUT ASSOCIATION 1lrph! OF LAND SURVEYORS, INC.. IT IS A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND /N7F'NDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE �I,�ri�,��� t�� lYly�io�. TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. a 40 80 ee•��OF CON1y�j;... eo'��. .,,..AL, j;•,�� PREPARED FOR ,`eegC��� MANNARINO BUILDERS, INC. _ L.S. NO. 9344 IN FEET CIVIL ENGINEERS = '* IMPROVEMENT LOCATION SURVEY 1. 9 44 No. 934 a THE LOCATIONS OF UNDERGROUND UTILITIES ARE 0' ee` VV6VDSOR COfdNECTICUT O .°kF'�eee ��i �'-�/CENSE�•'°p.''ee mi ., APPROXIMATE AND ALL UTILITIES MAY NOT BE CUTLER RIDGE II••� SS10 E ��' ••� itll��1,1SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 12-1-00 ADDED PROPOSED YARD DRAINS A" & B o,,,,,,,,sd rA • WILSON M. ALFORD,JR.,P.E.B L.S. SHALL CALL 1-800-922-4455 AND HAVE THE LOT 14 - UTILITIES MARKED ON THE GROUND. DATE REVISION 146 CORNERSTONE DRIVE SOUTH WINDSOR, CONNECTICUT SCALE: 1 IN. = 40 FT, DATE: JUNE 20, 2000 NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL D:M9915614 P:M98009 FOLDER:MANNARINO FILE:MANNARINO-CUTLER II lz NOTES - 1. AREA OF LOT 14 = 33,334 SQ.FT. = 0.765 ACRES. 2. ZONE OF SUBJECT PARCEL IS RR" LOT IS WITHIN A SUBDIVISION DEVELOPED AS AN "OPEN SPACE SUBDIVISION" MINIMUM YARD REQUIREMENTS: MADER FRONT = 50 FEET N/F CHERYL SIDE = 10 FEET REAR = 50 FEET J. BOUNDARY INFORMATION TAKEN FROM PLANS EN777LED - "CU7LER RIDGE lI OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNAR NO BUILDERS, N/F GEOFFREY DgV1D BENJAMIN INC., SUBDIVISION PLAN, 940 AVERY STREET, SOUTH WINDSOR, CONNEC71CUT, SHEET 11, 12 & I3, SCALE: 1 IM=40 FT., DATE: OCTOBER 16, 1998, REVISION DATES TO 7-29-99, Al FORD ASSOCIATES, INC., CIVIL ENGINEERS, WINDSOR, CONNECTICUT . 4. APPLICANT MAP PREPARED BY: N 68b 19 5„ W `�� MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. clo ROBERT MANNARINO 200 PIGEON HILL ROAD 1169 ELLINGTON ROAD P.O. BOX 484 j5g7S, SOUTH WINDSOR, CONNEC77CUT 06074 WINDSOR, CONNEC71CUT 0609.5 TEL. I (86D) 289-7055 TEL. ;f (860) 688-7288 5. ELEVA77ONS ARE BASED ON M.D.C. DATUM. 6. NO ZONING VI.7LA77ONS WITH RESPECT TO LOCA77ON OF EXIS77NG HOUSE, AS SH0619V. N PROPOSED 7. LEGEND - CONSERVA77ON EASEMENT `V BENCHMARK - -�310_--��� EXIS77NG CONTOUR H CONTROL POINT MARKED WITH IRONN P!h' x 310.0 EXISTING SPOT GRADE ELEV.= 295.44 W WATER SERVIC S �501.29 -' ��S 68 ag.15" E W FD--- 6"0 FOOTING DRAIN LINE G GAS SERVICE 0') 1PDPR SED I,E 7V-- TELEPHONE, ELECTRIC AND CABLE TV SERVICES b 7F= '--284,286.0 5 N � � S SANITARY SEWER LATERAL EXIST. YARD DRAIN m TELEPHONE HANDHOLE IF= 285.51 D 90'- 8" 0 1.25% wv FL= 278.01 p 23.6' _ N WATER GATE 286.9 N DECK 2 EXIST. YARD DRAIN Gv 285.9 '2'OH- in17.3' -OH- 7.2' '2862as.01 2 IF= 284.04 GAS GA IF 96'- 870 0 1.69 � FL= 279.14 HW n12.1' 12.6' 5.7 jE N v171 6.3' EXIST. HOUSE 5.4'x4' n' 1 (12-27-00) STOOP � FD FL= 278.8t 8. EXISTING NOOSE - ,5 o z' SAN. FL= 278.81 �� 286.24 GARAGE FLOOR = 286.59 � 30 3' cn 'o FINISHED FLOOR = 289.17 '� 10.2'7 286.29 285.0 12.3 12.3' 286.5g �3 BASEMENT FLOOR 279.97 I EXIST. YARD DRAIN t" 40' P8R 7.1 CH 286.8 22.3' 38.6' 7F=281.97 �' I 8" FL, IN =276.47 15" FL, OUT=276.17 IeRICK WALK 4" FD FL, 1N=276.57 / 286.8 o nI _ R=325.00' N 287.40 L=17.01 m o N D=02 59 55" S 617323" E p) v~" 10' WIDE CL&P EASEMENT 100.29' 284.5 -- - w m o AND STREET TREE EASEMENT 289.67 CA® _ 4' WIDE CONCRETE WALK 1.71 17.6 285.3 1 290.40 9 1 .3 1 288.90 289.91 CORNERSTONE DRIVE CB J23 SAN. MH i11 TF 29 7F FL =283.27 TF=286.96 FL IN .6 W== FL IN & OUT= 275.62 FL=276.57 1 FL IN S=28J.2483.24 FL OUT=283.24 SAN. SEWER LATERAL FL= 274.5t SAN, SEWER LATERAL FROM HOUSE TO MAIN LINE 100'- 6` AT 4.3% THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20-J00b-1 THROUGH 2O-300b-20 OF THE REGULA77ONS OF CONNECTICUT STATE AGENCIES- "MINIMUM STANDARDS F-OR SURVEYS AND MAPS IN THE STATE OF CONNEC77CUT" AS ENDORSED BY THE CONNEC77CUT ASSOCIAT70N OF LAND SURVEYORS, INC.. IT IS A LIMI77-D PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY COM ORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCATION SURVEY. GRAPHIC SCALE •`f���OON`N�i�`.A SUBSTANTIALLY ST KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. a�'� oF�C,oNN .e��. �eo,Go,,,,..,_ �.e�� PREPARED FOR 40 0 40 SD ,Ce��P�o��. ALF0Ro�(y A,gPh,' ,�t'�. L FQ�o:Q�.�. _ C 1, MANNARINO BUILDERS, INC. L.S. NO. 9344 ( IN FEET ) *:� �*: '*:� IMPROVEMENT LOCATION SURVEY CIVIL ENGINEERS -_ No. 9344 1a WINDSM CONNECTICUT THE LOCATIONS OF UNDERGROUND UTILITIES ARE 12-29-00 ADDED AS-BUILT HOUSE, DRIVE & UTILITIES �A�._ �o,,.�����0 =� �--<�CENS�� ' p CUTLER RIDGE 11 01N = IAPPROXIMATE AND ALL UTILITIES MAY NOT BE �� eNs,' ����'� �''4" -...,.,��y '�� WILSON M.ALFORD,JR.,P.E.&L.S. SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR 12-1-00 ADDED PROPOSED YARD DRAINS A" & B" LOT 14 - SHALL CALL 1-800-922-4455 AND HAVE THE REVISION 146 CORNERSTONE DRIVE SOUTH WINDSOR, CONNECTICUT SCALE: 1 . 40 FT. DATE: JUNE 20, 2000 UTILITIES MARKED ON THE GROUND. DATE NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL D:M9915614 P:M98009 FOLDER,MANNARINO FlLE:MANNARINO-CUTLER 11 NO TES - 1. AREA OF LOT 14 = 33,334 SQ.FT. = 0.765 ACRES 2 ZONE OF SUBJECT PARCEL /S RR'. LOT/S WITHIN A SUBDIVISION DEVELOPED AS AN -OPEN SPACE SUBDIVISION" / MADER MINIMUM YARD REQUIREMENTS. N/F CHERYL FRONT = 50 FEET - __ SIDE = 10 FEET - --z -� ------------ ------------------------ ---------------- REAR = 50 FEET _ J. BOUNDARY INFORMA77ON TAKEN FROM PLANS EN77RFD - N/F GEOFFREY DA VID BENJAMI_` ____ O ` - ---------------3f _ 'CUTLER RIDGE 1! OPEN SPACE SUBDIVISION - RR ZONE PREPARED FOR MANNARINO BUILDERS, ....... _____ INC., SUBDIVISION PLAN, 940 A VERY STREET, SOUTH WINDSOR, CONNECTICUT, SHEET 11, 12 & 13, _-- SCALE' 1 /N.=40 FT., DATE: OCTOBER 16, 1998, REVISION DATE'S TO 7-29-99, ALFORD ASSOCIATES, INC., CIVIL ENGINEERS, WINDSOR, CONNECTICUT. __ 4. APPLICANT MAP PREPARED BY' N 68 5' w - ____ ---- MANNARINO BUILDERS, INC. ALFORD ASSOCIATES, INC. - ---- -- ------ ROAD % ROBERT MANNARINO 200 PIGEON HILL _ ____ - 159.75'------- -- """ - - 1169 ELLINGTON ROAD P.O. BOX 484 ' -------------- ----------------- __- --- - ----------- _ --- -'" SOUTH WINDSOR, CONNEC7ICUT 06074 WINDSOR, CONNECACUT 06095 _____---- TEL # (860) 289-7055 TEL # (860) 688-7288 ` - - 5 ELEVA77ONS ARE BASED ON M.D.C. DA7UM. 6. NO ZONING V70LA77ONS W177-1 RESPECT TO LOCA77ON OF HOUSE, IF ERECTED AS SHOWN. �4 PROPOSED --- -" Z CONTRACTOR SHALL VERIFY LOCA77ON AND ELEVA77ON OF EXIS77NG URL177ES PRIOR TO ESTABLISHING FINAL CONSERVATION EASEMENT °A° _ GRADE OF PROPOSED F0077NGS AND FOUNDARON. CONTRACTOR SHALL INSTALL 7FMPORARY EROSION CONTROL --"" MEASURES FOR STOCKPILED MATERIAL AND AT TOPS OF SLOPES DURING FOUNDA77ON EXCAVARON. M/RAF7 FABRIC 00 - __- ---------- BENCHMARK - SILT FENCE A R TEMPORARY VEGETATION /F PILES ARE TO REMAIN IN PLACE FOR EX7ENDED PERIODS OF 77ME _ ---- - CONTROL POINT 1232 NO/0 4t. _ ------ MARKED WITH IRON PIN 8. DURING CONSTRUCTION, MIRAF7 FABRIC CHECK DAMS ALONG SWALES MAY BE REQUIRED BY TOWN STAFF. ELEK= 295.44 •p7" E ------ ---- 135.53 ... 9. LEGEND - �•` 5 7510129 `�S 68,pg'i5" E EXISTING CONTOUR - �_ ?D 12 `1 x 310.0 EXIS77NG SPOT GRADE ;r 90 588 _ _ I)TF=286. L=284.0 j 310 PROPOSED CONTOUR , 6 _ �� PROPOSED SPOT GRADE `-< ----- --------- N-- - ` 31D.0 GRADE TO DRAIN ?86 --- - / ` CHIMNEY DECK 286.0 ' ;� SURFACE WATER /S TO BE DIRECTED AWAY FROM THE HOUSE AND GARAGE 285.0 2-OH _ - 285.p _ PROPOSED WATER SERVICE------------ ERVICE ----- - -- - _ 2'OH h W cn PROPOSED HOUSE __ TF rV i N PROPOSED 670 FOOTING DRAIN LINE FD FL= 278.1 t,i A BACK WATER VALVE /S TO INSTALLED ON FOORNG DRAIN LINE --- 58'6" ?g0.__ J T = PROPOSED TELEPHONE SERVICE TO CONNECT TO EXIST. IN STREET __, SAN.�FL= 276.8 0 1 to _ N 286.0 A E PROPOSED ELECTRIC SERVICE TO CONNECT TO EXIST. IN STREET 286.0 85.5 2 O ry j 40.3' S PROPOSED 670 SANITARY SEWER LATERAL 40 YD 0 M/RAF7 FABRIC FENCE - TO BE PLACED PRIOR TO ANY CONSTRUCTION AND 7F=2820 `+ Su4LL REMAIN IN PLACE UN77L DISTURBED AREA IS STABILIZED fZ=275 �. �w 7. / la PROPOSED HOUSE - �' O1' R-32500' 282 zo o l� L=17.01 3 ` / D=02�9'55, PROPOSED GARAGE FLOOR = 286.0 S 617323 E r' I ' 10' WIDE CL&P EASEMENT PROPOSED TOP OF FOUNDA77ON = 28ZO 100.29' , I_ _ _ 290.g AND STREET TREE EASEMENT PROPOSED FINISHED FLOOR = 288.0 i - - - 283.2 r ---t 89a BASEMENT FLOOR = 279.3 PROP. � 4' WIDE CONCRETE WALK TOP OF FOUNDA77ON TO BE A MINIMUM OF E7GHT(8) INCHES ABOVE THE FINAL EXTERIOR GRADE. ,CLEANOUT 3 ' INSTALL CONSTRUCON ENTRANCE 82 _ 84 289 PAD PRIOR TO ANYnCONS7RUCRON CORNERS T E DRIVE - _ (A MINIMUM OF 20 FEET LONG) ' Bsr i C3 SAN. MH #11 CS 422 7F=283.0 7F=286.96 7F=29a 6 FL /N & OUT= 275.62 FL=276.57 FL /N W=28550 FL= 276.4 FT7 FL IN S=283.24 FL OUT=283.24 SAN. SEWER LATERAL FL= 274.5t SAN. SEWER LATERAL FROM HOUSE TO MAIN LINE 105'- 670 AT 2.OX MINIMUM THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SEC77ONS 20-300b-1 714ROUG14 2O-300b-20 OF 714E REGULA77ONS OF CONNEC77CUT STATE AGENCIES- 'MINIMUM STANDARDS FOR SURVEYS AND MAPS /N THE STATE OF CONNECTICUT" AS ENDORSED BY 714E CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC.. IT /S A LIMITED PROPERTY/BOUNDARY SURVEY BASED ON A DEPENDENT RESURVEY CONFORMING TO HORIZONTAL ACCURACY CLASS A-2 AND INTENDED TO BE USED FOR AN IMPROVEMENT LOCA77ON SURVEY. GRAPHIC SCALE `4d��"'••n,� ��i�""n TO MY KNOWLEDGE AND BELIEF, THIS MAP IS 40 0 40 80 '�O�CONN•. OF• tF•�• �.�. SUBSTANTIALLY CORRECT AS NOTED HEREON. �-? PREPARED FOR MANNARINO BUILDERS, INC. ( IN FEET } *; ��*@ �3 *� L.S. NO. 9344 No. 9344 IMPROVEMENT LOCATION SURVEY CIVIL ENGINEERS THE LOCATIONS OF UNDERGROUND UTILITIES ARE =.A�'-._ /cetys�°•'' ���'J, '�:•��cENSE°,;o VuMSOR.COINECTICUT APPROXIMATE AND ALL UTILITIES MAY NOT BE •• °� - ��•` a y CUTLER RIDGE lI • oo�FSS�ONAL,ENS►� 000i�0•S U R� p►� ♦ WILSON M. ALFORD.JR.,P.E.a L.S. SHOWN. PRIOR TO CONSTRUCTION, CONTRACTOR �''�••.....00 SHALL CALL 1-800-922-4455 AND HAVE THE LOT 14 -CORNERSTONE DRIVE SOUTH WINDSOR, CONNECTICUT UTILITIES MARKED ON THE GROUND. DATE REVISION NOT VALID WITHOUT A LIVE SIGNATURE AND EMBOSSED SEAL 146 SCALE: 1 IN. = 40 FT. DATE: JUNE 20, 2000 D:M9915614 P:M98009 FOLDER:MANNARINO- FILE.-MANNARINO-CUTLER It