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Home My WebLink About261 PEPIN PL BLDG 15 ' C Electric # _ APPLICATION FOR BUILDING PERMIT Plumbing# 91�HVAC# (f�/ f l�_�C7 [ Date: •.�d:.ZB� Sprinkler# Estimated Cost $ 13 Z jup FINAL APPROVALS Permit Fee $ Buildingc{ COMPLETE RED BOXED AREAS Occupancy Fee $ 30 Engineering TYPE OR PRINT ONLY Eng. Insp. Fee $ Affidavit ► SIGN ON REVERSE SIDE A Appr.for Total Fee $ TO THE BUILDING DEPARTMENT, TOWN OF SOUTH WINDSOR, CT (Additional Cost) $ 24 21- The undersigned hereby applies to do work according to the following: Applicant cationoMor 7ZOW Lot No.. Applicant's Address Tel # W 6 lrr 7 9d d--t Town d 74 Zip t Lic.# 06 l T� Owner Architect �N Owner's gddl;ess Architect's Address" Is Zip_ _6bts1-o 110o#, f ZiD&P037) Sq. Ft.New Area: 1 st FI. 7 S 2nd FI. 7 dw y� 3rd FI. �y0 1 Total New /9 Are Purpose of this permit 1 Yl b S City Water Well J Septic System :3 Sewe4a-'�- Ins: HO S Area Basement Garage Approved by Date I i- s- - 14a> Use Group Construct'on Type � A / � aeo„oe 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 whi pp this building and it wed. Signed I hereby apply for a Certificate of Occupa y for the work,4Lqs bed in this application for the permit. Signed DO NOT WRITE BELOW THIS LINE INSPECTION COMMENTS 201900392 TOWN OF SOUTH WINDSOR CT PERMIT NUMBER CERTIFICATE OF OCCUPANCY DATE: 08/22/2019 = GIs ID:70700261 - FEE: MUNIS APPLICATION# 201801869 }r y" t-`` s-� x ZONE: THIS IS TO CERTIFY THAT xrt itEPIN a , CONFORMS SUBSTANTIALLY TO;THE-kEQIREMENTS OF THE CO-,,UNDER APPLICATION NUMBER 201801869 ZONING REGULATIONS OF THE TWN,OF SOUTH WINDSOR AND IS HEREB A PROVED OUT BASIC F OCCUPANCYING CODE AS INDICATED BELOW: + _ice ,,E _.- APPROVED FOR OCCUPANCY ONSTRUCT A'1960 SQFT SINGLE FAM TONWHOUSE W/2 BEDROOMS 2 1/23BATHS 2 CAR GARAGE&DK`BLD�15 SPECIAL COND ' IRS`, ` = EC, NOTICE: IF THIS CERTIFICATE IS L'OST OR DESTROYED,'A THE BUILDING DEPARTMENT. DUpI;ICgTE SHOULD BE OBTAINED IMMEDIATELY FROM �=" y •,, :i CONSTRUCTION TYPE: OCCUPANCY GROUP: = BUILDING OFFICIAL 8/22/2019 2:04 PM ANY CHANGE OR EXTENSION OF THE USE HEREIN APPROVED REQUIRES A NEW CERTIFICATE OF OCCUPANCY INSPECTION FIELD SHEET 02/10/21 Printed by Middleton, Morgan 14 39 44 INSPECTION: 109694 PLUMBING UNDERGROUND PERMIT: STATUS APPLICATION: 201801869 LOC: 261 PEPIN PLACE SOUTH WINDSOR PROPERTY ID: 70700261 OWNER: T & M BUILDING CO INC CONTRACTOR: REQUEST BY: PROJ DESC: CONSTRUCT A 1960 SQFT SINGLE FAM TONWHOUSE W/2 BEDROOMS WORK ORDER: INSPECTOR: ROSE RESULT: PASS REQUESTED: 12/13/18 PRIORITY: SCHEDULED: 12/13/18 PM COMPLETED: 12/13/18 UNPAID FEES: 00 Date Time MILEAGE: 00 TIME: TRAVEL ONSITE COMMENTS: WATER TEST UNDERGD. PLBG. ALL INSPECTIONS: INSPECTED INSPECTOR RESULT INSP DESCRIPTION 11/02/18 ROSE PASS B001 FOOTING 08/22/19 DOUG PASS B002 FOUNDATION 04/11/19 ROSE PASS B003 FRAMING (ROUGH) 05/08/19 DOUG PASS B004 INSULATION 08/21/19 ROSE PASS BO10 FINAL 04/16/19 ROSE PASS E001 ELECTRIC SERVICE RELEASED TO EVERSOURCE CRS #3261441 08/22/19 DOUG PASS E002 ELECTRIC UNDERGROUND 04/11/19 ROSE PASS E003 ELECTRIC ROUGH 04/12/19 ROSE PASS H003 HVAC ROUGH 04/11/19 ROSE PASS P003 PLUMBING ROUGH WATER TEST WV & TEST ON WATER PIPES 04/11/19 ROSE PASS P004 PLUMBING GAS TEST 06/20/19 FOLG PASS Z003 CO PLANNING INSPECTION a l.' APPLICATION FOR ELECTRICAL PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR,CT 06074(PHONE) 860-644-2511 EXT. 230 DEPARTMENT DECISION PE T NUMBER: APPLICATION IS HEREBY: ft APPROVED: BLDG.PERMIT ER: �c DATE INSPECYOR LOCATION OF WORK: 16/ PEA/r[l APPLICANT: OWNER: TYPE OF STRUCTURE: Q� �J Q4w—BUILDING NAME: /�-G'B rd/�i'��SCIf�L_ NAME: / -,-y aBG�/L.�J//L!�C� ❑ADDITION PHONE NUMBER: PHONE NUMBER 6n ❑EXISTINGBUILDING ADDRESS: E/L�i��LGbQD�° ADDRESS:ffD — TYPE OF USE: o4ESIDENTIAL o COMMERCIAL ELECTRICAL INFORMATION: FURTHER DESCRIPTION OF WORK: TYPE OF INSTALLATION: SIZE OF SERVICE: SIZE OF MAIN SERVICE: Z4I.A NUMBER OF METERS: NUMBER OF PANELS: NUMBER OF LIGHT CIRCUITS: ESTIMATED COST:S NUMBER OF SWITCHES: NUMBER OF LIGHT FIXTURES: FEE ENCLOSED:S d8 / NUMBER OF A/C CIRCUITS: / FEE SCHEDULE:$18 PER$1,000 OF THE ESTIMAYED eOST. NUMBER OF POWER CIRCUITS: ROUND UP TO THE NEXT THOUSAND ONCE THE PROJECT IS S1.00 OVER (.26 CENT EDUCATIONAL FEE INCLUDED AS NUMBER OF OUTLETS: 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 CODES IN THE PERFOMANCE OF SUCH WORK. CONTRACTORS LICENSE NO.: /D��22 TYPE: STATE: 451:�;r- SIGNATURE OF APPLICANT: DATE: a?7 S M APPLICATION FOR PLUMBING PERMIT TOWN OF SOUTH WINDSOR BUILDING DEPARTMENT 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074(PHONE) 860-644-2511 EXT.230 DEPARTMENT DECISION PERMIT NUMBkIL, APPLICATION IS HEREBY: `J1 APPROVED: BLDG.PERMIT DATE INSPECTOR r LOCATION OF WORK: pr p f� Pia Chi 19 1 APPLICANT: OWNER: TYPE OF STRUCTURE: �• Oew BUILDING NAME: /y j?�/G tC�/PPr4J/DLL NAME: / (- Q Q ❑ADDITION PHONE NUMBER: r�(IJL 7/ d- 7j� PHONE NUMBER: 7l /�/ ❑EXISTING BUILDING ADDRESS:-�74ADDRESS: TYPE OF USE: C oIDENTIAL o COMMERCIAL PLUMBING INFORMATION: FURTHER D CRIPTION OF WORK: y� TYPE OF INSTALLATION: -Av r✓t1 I NO.OF TOILETS: STYLE: NO.OF BATHTUBS: NO.OF SHOWERS: _ NO.OF LAVATORIES:T NO.OF CATCH BASINS: NO.OF FLOOR DRAINS: ARE TOILET COMPARTMENTS VENTILATED TO OUTER AIR BY WINDOW? 'ES oNO ESTIMATED COST: S SIZE OF WINDOW: 3x3 �SIM OF DUCTS: SEWER OR SEPTIC TANK: ��t r� L FEE ENCLOSED:S 6 U r 2 V SIZE OF WATER PIPING AND RISER: I A- WATER J� WATER HEATER: TYPE pn2 I L MANUFACTURER / FEE CHED E:$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 THE 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.: PE: / STATE: e r SIGNATURE OF APPLICANT: DATE: / .,O%v M 8 T�� 0-P s-0� ?40 1540 SULLIVAN AVENUE• SOUTH WINDSPf. CT 06074 TELEPHONE(860)644-2511 AN ACT CONCERNING CONCRETE FOUNDATIONS: Section 1(Public Act No.16-45)OMV)(Effective October 1,2016)Prior to&bwa=of a Certificate of Occupancy for a now rmclential or com=dal buMng for which a ca=eta foundation was installed on or after October 1,2016,the applicant shall provide the Building Official with written documentation of tha name of the individual or entity that supplied the concrete and the name of the individual or antity that installed flee concretes Copies of such docamea#ation shall be mamtamed in the records of the office of the Building Official for not less than fdy(50)years. Please fill the information in and submit to the Bufiding Department: Date of information received/filed: j 7 0.�019 Project locatiow Syk}fit. V iodS ,v t4.90DAX5 Job description:._-thi l p 104 all Cain Pl k ce CONCRETE SUPPLLIER CONCR INSTALLER Name: Dail c L�/Ls�T�Qa1�✓/7!X Name: h 04 1 JnOkS (Picase Print) (Please Print) Address: (Q M eAdD iv LR H d Address: Xe N0,e1ns9 or 4Vo r!, M t n D D7d %c ul& r D607y Phone/Contact: Phone Contact: 0 60 6 yy--OWV P APPLICANT/CONTRACTOR Information: Name: in �r�G �OLS�4w41 ye- (Please Print) Address: I 10 Dropk S'f• Phone/Contact: �(,D• 'y�'9 9�� bvr tor 4 o,,w. 6790 E-malt: 1395b,, 54,00 pe 4 74ud�M•co`r1 Signature. ��Date:.,. RPM ENERGY SOLUTIONS BUILDING LEAKAGE TEST 69 PERRY RD HAMDEN CT 06514 203-903-7387 BPI#5005996 Date of Test: 7/8/2019 Test File:261 PEPIN PLACE Customer. BOB Technician: V CASTELLON Project Number. Building Address: 261 PEPIN PLACE SOUTH WINDSOR, CT Test Results 1. Airflow at 50 Pascals: 699 CFM50 (50 Pa=0.2 w c.) 2.91 ACH50 X PASS 2. Leakage Area: 38.4 in2 LBL ELA @ 4 Pa 3. Building Leakage Curve: Flow Coefficient(C)= 55.0 Exponent(n)=0.650(Assumed) 4. Test Settings: Test Standard: RESNET One-Point Test Test Mode: Depressurization 5. Accuracy Level Standard Level of Accuracy Test V CASTELLON 203-903-7387 Infiltration Estimates 1. Estimated Average Annual Infiltration Rate: 31.7 CFM 0.13ACH 7.9 CFM per person 2. Estimated Design Infiltration Rate: Winter: 44.9 CFM Summer. 35.3 CFM 0.19 ACH 0.15 ACH Cost Estimates 1. Estimated Cost of Air Leakage for Heating: 2. Estimated Cost of Air Leakage for Cooling: Mechanical Ventilation Guideline(based on ASHRAE 62.2-2010) Recommended Whole Bldg Rate: 46.0 CFM Base Rate: 46.0 CFM RPM ENERGY SOLUTIONS DUCT LEAKAGE TEST RESULTS 69 PERRY RD HAMDEN CT 06514 203-903-7387 BPI#5005996 Date of Test: 7/08/17 Test File:261 PEPIN PLACE Test Performed For: BOB Phone V CASTELLON 203-903-7387 Test Results 1. Test Type: Total Leakage (Duct Blaster Only) 2. Test Pressure: 25.0 Pa 3. Measured Duct Leakage: 52.0 CFM (9.8 sq.In.) 4. Duct Leakage as a Percent of System Airflow: 5. Duct Leakage as a Percent of Building FloorArea: 3.3% X PASS Additional Information Duct leakage is often one of the largest sources of energy loss in a house. Leaky supply ductwork causes expensive conditioned air to be lost before it can be delivered to the house,forcing your system to run longer to keep you comfortable. Leaky ductwork can seriously degrade indoor air quality by pulling pollutants and irritants directly into your house. Leaky return ductwork can also pull moisture into your home, making it feel uncomfortable even when the air conditioning is running. I techno ffUMM ff@W of Connecticut 766 Marion Road P:203-723-9904 Cheshire,Cr. 06410 syMeOtechnomp.com WORK SITE SHEET DATE:03/26/2019 TM Building Company Delivery Address 110 Brook Street 400 Pleasant Valley Road Torrington, Ct 06790 South Windsor, CT Bldg# 15 Type of ro'ect: Installed piers to support decks with no roofs- oty Cateqory Galy. Black Fixed H. Ad' H Ext. 12 P1-8G X 6x6 installer.0 Dave 0 Sylvain ❑Cod Keven 0 Paul ❑ Richard SKETCH OF WORKSITE 1 d 11 —9 10 11 7 O / D N I I i I ' i Signature of Installer:Xiac* !tea techno of Connecticut 766 Marion Road _717] CheshlM CT. 06410 ]ob site: 400 Pleasant Valley Road South Windsor, CT Bldg # 15 This process for the above listed project involved the screwing of specifically designed and engineered posts applicable for this project. PSI readings were taken on each individual post during the installation and with the use of a correlation table these measurements are listed and described below. PSI/Torque: Pounds per square inch I The rotational pressure taken to drive the post Depth: The distance downward from its top surface. IyM. Piers are categorized for each individual specific project Bearing: Downward pressure post can withstand Finned: Bored into solid immoveable rock reaching maximum compression and tension.Once the post was driven one additional test was performed,the percussion test.This test involves striking the post with a sledge hammer,5 times per set,while being measured for resistance. Once there is zero downward moment the post and pressures are verified. Unlift: The force required to pull the post out of the ground,the uplift value is half of the bearing. The speck results gathered and certified for your project are as follows: # PSI/ Depth #Type Bearing # PSI/ I Depth #Type Bearing Torque Torque 1 11100 5'-8" ' P1-8G 6361lbs 2 11100 5'-6" P1-8G 6361lbs --� 3 11100 5'-6" P1-8G 6361lbs 4 11100 4'-0" P1-8G 6361lbs 5 1100 5'-8" PI-8G 6361lbs 6 1100 5'-9" P1-8G 6361lbs 7 1100 5'-2" P1-8G 6361lbs 8 1100 47-8" P1-8G '6361lbs 9 1100 4'-9" P1-8G 6361lbs 10 1100 5'-8" _ P1-8G 1636110s. 11 1000 6'-0" 1 P1-8G 15654lbs 12 1000 113'-0" I P1-8G 15654lbs REScheck Software Version 4.6.5 Compliance Certificate Project Building 15-unit 106 Cobalt (96)A Energy Code: 2012 IECC Location: South Windsor, Connecticut *e4o Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 45 deg. from North Conditioned Floor Area: 2,000 ft2 Glazing Area 9% Climate Zone: 5 (6155 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 261 Pepin Place T&M Building Co., Inc. T&M Building Co.,Inc. South Windsor, CT 06074 110 Brook Street 110 Brook Street Torrington, CT 06790 Torrington,CT 06790 (860)489-9229 (860)489-9229 info@TandM.com info@TandM.com Compliance: Passes using UA trade-off Compliance: 1.1%Better Than Code Maximum UA: 362 Your UA: 357 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Wall 1: Wood Frame, 24" o.c. 112 19.0 0.0 0.059 5 Orientation: Left side Comment: GROUND FLOOR-Front door wall Door: Solid 20 0.130 3 Orientation: Left side Comment: GROUND FLOOR-Front door Wall 2:Wood Frame,24"o.c. 159 19.0 0.0 0.059 8 Orientation: Front Comment: GROUND FLOOR-Garage to House wall Door: Solid 18 0.130 2 Orientation: Front Comment: GROUND FLOOR-Garage to House wall door Wall 3:Wood Frame, 16" o.c. 112 22.0 0.0 0.056 6 Orientation: Right side Comment: GROUND FLOOR-Party wall Wall 4:Wood Frame, 24" o.c. 159 19.0 0.0 0.059 9 Orientation: Back Comment: GROUND FLOOR-Back wall Windows: Wood Frame:Double Pane with Low-E it 0.290 3 Orientation: Back Comment: GROUND FLOOR-Back wall window Wall 5:Wood Frame, 24"o.c. 374 19.0 0.0 0.059 18 Orientation: Left side Comment: 2nd FLOOR-Front door wall Project Title: Building 15-unit 106 Cobalt Report date: 09/25/18 Data filename: C:\Users\Bob\Documents\bce\Bldg-15 unit 106-Cobalt.rck Pagel of 3 Gross Area Cavity Cont. Perimeter Windows:Vinyl Frame:Double Pane with Low-E 62 0.290 18 Orientation: Left side Comment: 2nd FLOOR-Front door wall windows Wall 6:Wood Frame, 24" o.c. 199 19.0 0.0 0.059 10 Orientation: Front Comment: 2nd FLOOR-Front wall Windows:Vinyl Frame:Double Pane with Low-E 32 0.290 9 Orientation: Front Comment: 2nd FLOOR-Front wall windows Wall 7: Wood Frame, 16" o.c. 10 15.0 0.0 0.077 1 Orientation: Right side Comment: 2nd FLOOR-wing wall Wall 8: Wood Frame, 16" o.c. 360 22.0 0.0 0.056 20 Orientation: Right side Comment: 2nd FLOOR-party wall Wall 9:Wood Frame, 24" o.c. 199 19.0 0.0 0.059 9 Orientation: Back Comment: 2nd FLOOR-Back wall Windows:Vinyl Frame:Double Pane with Low-E 7 0.290 2 Orientation: Back Comment:2nd FLOOR-Back wall windows Door: Glass 33 0.330 11 Orientation: Back Comment: 2nd FLOOR-Back wall deck slider Wall 10:Steel Frame, 16" o.c. 336 22.0 0.0 0.098 27 Orientation: Left side Comment: 3rd FLOOR-front door wall Windows: Vinyl Frame:Double Pane with Low-E 57 0.290 17 Orientation: Left side Comment: 3rd FLOOR-front door wall windows Wall 11: Wood Frame, 24" o.c. 178 19.0 0.0 0.059 9 Orientation: Front Comment: 3rd FLOOR-Front wall Windows:Vinyl Frame:Double Pane with Low-E 32 0.290 9 Orientation: Front Comment: 3rd FLOOR-Front wall windows Wall 12:Wood Frame, 24" o.c. 9 15.0 0.0 0.074 1 Orientation: Right side Comment: 3rd FLOOR-wing wall Wall 13:Wood Frame, 16" o.c. 327 22.0 0.0 0.056 18 Orientation: Right side Comment: 3rd FLOOR-party wall Wall 14:Wood Frame, 24"o.c. 178 19.0 0.0 0.059 9 Orientation: Back Comment: 3rd FLOOR-Back wall Windows:Vinyl Frame:Double Pane with Low-E 22 0.290 6 Orientation: Back Comment: 3rd FLOOR-Back wall windows Ceiling 1: Flat Ceiling or Scissor Truss 431 38.0 0.0 0.030 13 Comment: 3rd FLOOR-ceiling Wall 15:Wood Frame, 24"o.c. 90 19.0 0.0 0.059 5 Orientation: Front Comment: 1/2 story-Front wall Wall 16:Wood Frame, 24" o.c. 90 19.0 0.0 0.059 5 Orientation: Back Comment: 112 story-Back wall Wall 17: Wood Frame, 24"o.c. 150 19.0 0.0 0.059 7 Orientation: Left side Comment: 1/2 story-Side wall Windows:Vinyl Frame:Double Pane with Low-E 25 0.290 7 Orientation: Left side Comment: 1/2 story-Side wall windows Project Title: Building 15-unit 106 Cobalt Report date: 09/25/18 Data filename: C:\Users\Bob\Documents\bce\Bldg-15 unit 106- Cobalt.rck Page 2 of 3 Gross Area Cavity Cont. Perimeter Wall 18:Wood Frame, 24" o.c. 150 19.0 0.0 0.059 9 Orientation: Right side Comment: 1/2 story-Side wall Ceiling 2: Cathedral Ceiling 300 30.0 0.0 0.034 10 Comment: 1/2 story-Sloped ceiling Ceiling 3: Flat Ceiling or Scissor Truss 150 48.0 0.0 0.026 4 Comment: 112 story-Flat ceiling Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 456 30.0 0.0 0.033 15 Comment: Floor Over Garage Floor 2: All-Wood Joist/Truss:Over Unconditioned Space 80 30.0 0.0 0.033 3 Comment: Floor Over Mech Room Floor 3: Slab-On-Grade:Unheated 55 10.0 0.684 38 Insulation depth: 4.0' Comment: perimeter slab insulation Floor 4: Slab-On-Grade:Unheated 14 10.0 0.767 11 Insulation depth: 2.0' Comment: interior slab insulation 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 2012 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Building 15-unit 106 Cobalt Report date: 09/25/18 Data filename: C:\Users\Bob\Documents\bce\Bldg-15 unit 106-Cobalt.rck Page 3 of 3