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Home My WebLink About10 GEDRIM PL SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINliSOR,CONNECTICUT *****.OU"ING PERMIT ADDRESS 1 e J r,h p` LOTNIVIT#, 1 } Reviewed byAiD (Engineering) CONTACT/DEV—h c, . n� �,,�. J�.S Date Reviewed ., v# r nied Reviewed by3 7 (Planning) Date Submtted Date Reviewed v p Reviewed by (Health Dept) Date Reviewed_/lppioved/Denied Iir as ordance with the Zoning and/or Subdivision Regulations,priorto the brnldmg.of any structure on a K a Topographic Plot Plan shall be submitted for approval. -The minimum requirements shag include: Approved Denied N/A 1. Name,address&phone number of owner/applicant 2. Name,address&phone number of plan preParor •, 3. ZoNng Wortnation—Le.wrie,open space, floodway,street address ✓ 30 4. Plot Plan at 1'='+!G'scale / a, Subdvidcn reference,abutting properties,etc. b. Easements of record. C. Lot description,bearings,building lines, distances,area,etc d. t:or Ww3;,.existirig&proposed,1 Or 2R Interval where appropriate•' e. Building location with dimensions.Elevations of / proposed fin[sh floor,garage floor&centerline of road at driveway f. 'Elevations of graw'ty drainage systems,sanitary / - &foundation drain at the house and the street g. Tentative utility bcation(gas,water,electric septic system,etc h. Tide block with name&address of preparer, date,appropriate certification;live seal&live signature consistent with the Board of. Registration requirements.(P.E.&LS.) S. Sednnentatton and erosion control 6... Special Planning&Zoning,Inland/Wetlands considerations(Plans on file w/Town Clerk) ODMMSM: en ineering/moli /buildm com Dance checklist s/ 9 W 9 p. 11/1/21,2:57 PM ow� sf, Town of South Windsor Building Department RESIDENTIAL CERTIFICATE OF OCCUPANCY h Building Permit: BLDP-21 -130 APPLICANT LOCATION NAME:Richard Mannarino ADDRESS: 10 GEDRIM PL South Windsor CT 6074 EMAIL ADDRESS:rick@mannarinobuilders.com OWNER:Mannarino Builders Inc ADDRESS:400 Chapel Road Unit 3F 400 Chapel Road South Windsor,Connecticut 06074 South Windsor Connecticut 06074 DESCRIPTION OF WORK: New 3,406 square foot home with unfinished basement,garage,and front porch.The house has 2 1/2 baths and 3 bedrooms. CONSTRUCTION TYPE: USE GROUP: 4,tj,/ IN July 29, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT"` —PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1/1 11/1/21,2:55 PM OpenGov Town of South Windsor, CT 11/01/2021 BLDP-21-130 Building Inspections Building Permit (Residential and Commercial) Status: Complete Became Active: 03/10/2021 Assignee: Morgan Middleton Completed: 07/29/2021 Applicant Location 10 GEDRIM PL South Windsor, CT 6074 Owner: Mannarino Builders Inc 400 Chapel Road South Windsor, Connecticut 06074 History Date Type Recorded By Result 07/26/2021 Final Building Inspection Michael Wearne Pass 07/26/2021 Footing Drains Michael Wearne Not Inspected 07/26/2021 Footings Inspection Michael Wearne Not Inspected 07/26/2021 Foundation inspection Michael Wearne Not Inspected 07/26/2021 Foundation Water/Damp Michael Wearne Not Inspected Proofing 07/26/2021 Insulation Inspection Michael Wearne Not Inspected 07/26/2021 Rough Framing Inspection Michael Wearne Not Inspected 07/23/2021 Final Building Inspection Michael Wearne Partial Pass * Support required for furnace condensate pipe.\n*Closer adjustment needed for garage / mudroom door.\n* Electrical receptacle outlet required within 25' of outdoor A/C equipment.\n* Support required on service entrance cable.\n* Humidifier piping required to be completed. 07/23/2021 Footing Drains Michael Wearne Not Inspected 07/23/2021 Footings Inspection Michael Wearne Not Inspected https://southwindsorct.viewpointcloud.io/#/explore/records/79887/183600/printable 1/3 11/1/21,2:55 PM OpenGov Date Type Recorded By Result 07/23/2021 Foundation inspection Michael Wearne Not Inspected 07/23/2021 Foundation Water/Damp Michael Wearne Not Inspected Proofing 07/23/2021 Insulation Inspection Michael Wearne Not Inspected 07/23/2021 Rough Framing Inspection Michael Wearne Not Inspected 05/26/2021 Final Building Inspection Michael Wearne Not Inspected 05/26/2021 Footing Drains Michael Wearne Not Inspected 05/26/2021 Footings Inspection Michael Wearne Not Inspected 05/26/2021 Foundation inspection Michael Wearne Not Inspected 05/26/2021 Foundation Water/Damp Michael Wearne Not Inspected Proofing 05/26/2021 Insulation Inspection Michael Wearne Pass 05/26/2021 Rough Framing Inspection Michael Wearne Not Inspected 05/20/2021 Final Building Inspection Michael Wearne Not Inspected 05/20/2021 Footing Drains Michael Wearne Not Inspected 05/20/2021 Footings Inspection Michael Wearne Pass *2 Pier holes for deck - OK 05/20/2021 Foundation inspection Michael Wearne Not Inspected 05/20/2021 Foundation Water/Damp Michael Wearne Not Inspected Proofing 05/20/2021 Insulation Inspection Michael Wearne Not Inspected 05/20/2021 Rough Framing Inspection Michael Wearne Not Inspected 05/20/2021 Final Building Inspection Michael Wearne Not Inspected 05/20/2021 Footing Drains Michael Wearne Not Inspected 05/20/2021 Footings Inspection Michael Wearne Not Inspected 05/20/2021 Foundation inspection Michael Wearne Not Inspected 05/20/2021 Foundation Water/Damp Michael Wearne Not Inspected Proofing 05/20/2021 Insulation Inspection Michael Wearne Not Inspected 05/20/2021�V Rough Framing Inspection Michael Wearne Pass 03/26/2021 Final Building Inspection Michael Wearne Not Inspected 03/26/2021 Footing Drains Michael Wearne Pass 03/26/2021 Footings Inspection Michael Wearne Not Inspected 03/26/2021 Foundation inspection Michael Wearne Not Inspected 03/26/2021 Foundation Water/Damp Michael Wearne Not Inspected Proofing 03/26/2021 Insulation Inspection Michael Wearne Not Inspected 03/26/2021 Rough Framing Inspection Michael Wearne Not Inspected 03/26/2021 Final Building Inspection Michael Wearne Not Inspected 03/26/2021 Footing Drains Michael Wearne Not Inspected httpsJ/southwindsorct.viewpointcloud.io/#/explore/records/79887/183600/printable 2/3 11/1/21,2:55 PM OpenGov Date Type Recorded By Result 03/26/2021 Footings Inspection Michael Wearne Not Inspected 03/26/2021 Foundation inspection Michael Wearne Not Inspected 03/26/2021 Foundation Water/Damp Michael Wearne Pass Proofing 03/26/2021 Insulation Inspection Michael Wearne Not Inspected 03/26/2021 Rough Framing Inspection Michael Wearne Not Inspected 03/23/2021 Final Building Inspection Michael Wearne Not Inspected 03/23/2021 Footing Drains Michael Wearne Not Inspected 03/23/2021 Footings Inspection Michael Wearne Not Inspected 03/23/2021 Foundation inspection Michael Wearne Pass *Rebar in foundation walls- OK 03/23/2021 Foundation Water/ Damp Michael Wearne Not Inspected Proofing 03/23/2021 Insulation Inspection Michael Wearne Not Inspected 03/23/2021 Rough Framing Inspection Michael Wearne Not Inspected https://southwindsorct.viewpointcloud.io/#/explore/records/79887/183600/printable 3/3 11/1/21,2:54 PM S 1( Town of South Windsor Building Department Building Permit: BLDP-21-130 APPLICANT NAME: Richard Mannarino EMAIL ADDRESS: rick@mannarinobuilders.com ADDRESS: 400 Chapel Road Unit 3F South Windsor , Connecticut 06074 LOCATION ADDRESS: 10 GEDRIM PL South Windsor CT6074 OWNER: Mannarino Builders Inc 400 Chapel Road South Windsor Connecticut 06074 DESCRIPTION OF WORK: New 3,406 square foot home with unfinished basement,garage, and front porch.The house has 2 1/2 baths and 3 bedrooms. March 10, 2021 BUILDING OFFICIAL DATE SIGNED *-ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT"* -PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL"' 1/1 11/1/21,2:55 PM -10 $E4 Town of South Windsor Building Department r +' v OR-0- Plumbing Permit: PLMB-21-88 APPLICANT NAME: Piro Ndoci EMAIL ADDRESS: londollc@gmail.com ADDRESS: 512 Hazard Ave Enfield, CT 06082 LOCATION ADDRESS: 10 GEDRIM PL South Windsor CT 6074 OWNER: 0 DESCRIPTION OF WORK: Plumbing for 4 bathrooms, kitchen, laundry room;Gas piping for furnace,water heater and stove May 7, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT— PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1/1 11/1/21,2:56 PM Town of South Windsor Building Department HVAC PERMIT: HVAC-21-144 APPLICANT NAME: Michael Ritchie EMAIL ADDRESS: mike@ritchiellc.com ADDRESS: 701 Nutmeg Rd N South Windsor, CT 06074 LOCATION ADDRESS: 10 GEDRIM PL South Windsor CT 6074 OWNER: Mannarino Builders 400 Chapel Rd South Windsor CT 06074 DESCRIPTION OF WORK: New HVAC system. Gas furnace and split AC system. Heil Furnace M#G96VTNO80 80,000 BTU's direct vent and Heil HSA642 16 SEER AC unit 42,000 BTU's. Gas piping by others. 4- C, :> April 30, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT- -PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1/1 11/1/21,2:56 PM Town of South Windsor Building Department '4�tiOsoa co c Electrical Permit ELEC-21-121 APPLICANT NAME:T&H ELECTRIC CO. EMAIL ADDRESS: tpbotticello@cox.net ADDRESS: 570 Foster St South Windsor, CT 06074 LOCATION ADDRESS: 10 GEDRIM PL South Windsor CT 6074 OWNER: Mannarino Builders Inc 0 DESCRIPTION OF WORK: wire new single family home March 30, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT- -PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1/1 REScheck Software Version 4.7.0 Compliance Certificate Project New Residence for Mohammad and Asra Quraishi DECEIVE® Energy Code: 2015 IECC Location: South Windsor, Connecticut un 0 2 2021 Construction Type: Single-family De t Project Type: New Construction SCANNE [Y h Wu��r i3udding P Conditioned Floor Area: 3,406 ft2 Glazing Area 11% Climate Zone: 5 (6155 HDD) Permit Date: (onstruction mber: Site: Owner/Agent: Designer/Contractor: 1-#10 Gedrim Place Mannarino Builders, Inc.. K.O.Home Design, LLC. Windsor,CT 06074 South Windsor, CT Ellington,CT 06029 860-930-7075 keith@kohomedesign.com Compliance: trade-off Compliance: 7.2%Better Than Code Maximum UA: 458 Your UA: 425 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 Assembly Gross Area Cavity Cont. Perimeter Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,669 30.0 0.0 0.033 55 Floor 2:All-Wood joist/Truss:Over Unconditioned Space 476 30.0 0.0 0.033 16 Floor 3:All-Wood Joist/Truss:Over Outside Air 16 30.0 0.0 0.033 1 Front: Wood Frame, 16"o.c. 1,143 21.0 0.0 0.057 53 Study:Vinyl Frame:Double Pane with Low-E 31 0.300 9 Dining Room:Vinyl Frame:Double Pane with Low-E 31 0.300 9 Bedroom #2: Vinyl Frame:Double Pane with Low-E 31 0.300 9 Bedroom #3:Vinyl/Fiberglass Frame:Double Pane with Low-E 31 0.300 9 Foyer: Vinyl/Fiberglass Frame:Double Pane with Low-E 26 0.300 8 Media Room: Vinyl/Fiberglass Frame:Double Pane with low-E 15 0.300 5 Foyer: Solid 40 0.300 12 Left:Wood Frame, 16"D.C. 684 21.0 0.0 0.057 39 Master Bath:Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.300 2 Right:Wood Frame, 16" D.C. 684 21.0 0.0 0.057 37 Full Bath:Vinyl/Fiberglass Frame:Double Pane with Low-E 7 0.300 2 Media Room: Vinyl/Fiberglass Frame:Double Pane with Low-E 31 0.300 9 Project Title: New Residence for Mohammad and Asra Quraishi Report date: 02/05/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 11 Gedrim Place- South Windsor.rck Page 1 of10 Gross Area Cavity Cont. Perimeter Back: Wood Frame, 16" o.c. 1,143 21.0 0.0 0.057 55 Flex Room:Vinyl Frame:Double Pane with Low-E 31 0.300 9 Kitchen:Vinyl Frame:Double Pane with Low-E 14 0.300 4 Family Room: Vinyl/Fiberglass Frame:Double Pane with Low-E 31 0.300 9 Master Bath:Vinyl Frame:Double Pane with Low-E 14 0.300 4 Master Bedroom:Vinyl Frame:Double Pane with Low-E 47 0.300 14 Dinette:Glass 40 0.300 12 Ceiling 1: Flat Ceiling or Scissor Truss 1,857 0.0 49.0 0.020 37 Ceiling 2: Flat Ceiling or Scissor Truss 296 0.0 49.0 0.020 6 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 2015 IECC requirements in REScheck Version 4.7.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Alti7% QI;A/.&%J - f:�jryrer /G z - L/ Name-Title Signatur Date Project Title: New Residence for Mohammad and Asra Quraishi Report date: 02/05/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 11 Gedrim Place - South Windsor.rck Page 2 of10 REScheck Software Version 4.7.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Re .ID 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PRIII energy code compliance for the building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]' lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC , Commercial Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr []Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods ❑Not Observable tp Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Residence for Mohammad and Asra Quraishi Report date: 02/05/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 11 Gedrim Place - South Windsor.rck Page 3 of10 Section ------- -- ---------------------- --------- # Foundation Inspection Complies? Comments/Assumptions & Re .ID 303.2.1 A protective covering is installed to ❑Complies Exception: Requirement is not applicable. [FO11]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls ❑Complies Exception: Requirement is not applicable. 1 [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable 11 Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Residence for Mohammad and Asra Quraishi Report date: 02/05/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 11 Gedrim Place- South Windsor.rck Page 4 of10 Section Plans Verified Field Verified # Framing /Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID - 402.1.1, Door U-factor. U_ U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). []Does Not table for values. 402.3.3, 402.5 [-]Not Observable [FR2]1 ❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not 4L_1 instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.5 Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable I ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 QF or chilled fluids ❑Does Not 14 below 55 QF are insulated to >_R- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not []Not Observable DNot Applicable 403.5.3 Hot water pipes are insulated to R- — R- ❑Complies Requirement will be met. [FR18]2 >_11-3. ❑Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) i 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) l - ------1�- -- ---- -- — ---- -I Project Title: New Residence for Mohammad and Asra Quraishi Report date: 02/05/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 11 Gedrim Place -South Windsor.rck Page 5 of10 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Residence for Mohammad and Asra Quraishi Report date: 02/05/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 11 Gedrim Place-South Windsor.rck Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions '& Re .ID i 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel � ❑Not Observable, ❑Not Applicable 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall [IN3]1 exterior,the exterior insulation Mass mass ❑Not Observable ko, requirement applies(FR10). Steel El Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Residence for Mohammad and Asra Quraishi Report date: 02/05/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 11 Gedrim Place-South Windsor.rck Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2• ❑ Steel ❑ Steel ❑Not Observable 402.2.E ❑Not Applicable PPlicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI311 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. []Not Observable _ ❑Not Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. (FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable handler @ 25 Pa.For rough-in tests,verification may need to ❑Not Applicable _occur during Framing Inspection. _ 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. ;FI2711 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated [ Complies Requirement will be met. [FI24]1 by manufacturer at <=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies Requirement will be met. [1`19]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met. [FI1012 on heat pumps. ❑Does Not []Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Exception: Requirement is [FI11]2 systems have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Ti er 2) T 3 Low Impact(Tier 3) Project Title: New Residence for Mohammad and Asra Quraishi Report date: 02/05/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 11 Gedrim Place - South Windsor.rck Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions 6c Re .ID 403.6.1 All mechanical ventilation system ❑Complies Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Exception: Requirement is [FI26]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies Exception: Requirement is [F[28]2 have a circulation pump.The []Does Not not applicable. system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically adjust the energy input to the []Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies Exception: Requirement is [F130]2 have recirculation pumps that ❑Does Not not applicable. pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system.Pumps have controls - that manage operation of the 'V pump and limit the temperature of the water entering the cold water piping to 1044F. 403.5.4 Drain water heat recovery units ❑Complies Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. B55.1.Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one f or two showers. Potable water- :, r side pressure loss of drain water heat recovery units < 2 psi for ` individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies Requirement will be met. [FI6]' fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable r404.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met. (F123 no continuous pilot light. ❑Does Not rp p ❑Not Observable ❑Not Applicable High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 -1 - ---- ----------L - - -- J Project Title: New Residence for Mohammad and Asra Quraishi Report date: 02/05/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 11 Gedrim Place - South Windsor.rck Page 9 of10 Section �--_- —---�-Plans Verified ' Field Verified _---- # Final Inspection Provisions Value Value Complies? Comments/Assumptions >�Re .ID I 401.3 Compliance certificate posted. ❑Complies Requirement will be met. [F17]2 []Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies Requirement will be met. [FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Residence for Mohammad and Asra Quraishi Report date: 02/05/21 Data filename: C:\Users\kobui\OneDrive\Documents\REScheck\Lot 11 Gedrim Place - South Windsor.rck Page 10 of10 �( 2015 IECC Energy j Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & Door Rating • Window 0.30 Door 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments ,EEWP Studio Client Date 2/3/21 Page 1 of 7 .Simpson Strong-Tie® Project. Input by: Keith Owens Component SolutionsT"" Address: Lot 11-#10 Geddm Place Job Name Lot 11 Gedrim Place Load Calcs South Windsor,CT 06074 Projed 9: B1 2.0E Rigidlam LVL 1.750" X 9.500" 3-Ply - PASSED Level:Level i !i ii l lilt III11111 ;I I 1 J t l i I 1 3 r i Il 2 1 It� ,lill� fi I l I cm ® 1/2" 1 D.Fir 2 Steel 3 Steel 4 Steel 5 D.Fir 7'7" 7'3" T8" 1 7110" 45 1/4" 30'4" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method. ASO 1 4324 1409 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 11213 3654 0 0 0 Deflection LL: 480 Load Sharing: Yes 3 9464 3084 0 0 0 Deflection TL: 240 Deck: Not Checked 4 11834 3856 0 0 0 Importance: Normal 5 4419 1440 0 0 0 Temperature: Temp<=100"F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Lot.Comb. 1-D.Fir 4.500" 42% 140914858 6267 L L_ D+L 2-Steel 5.000" 80% 3654/12120 15774 LL_L D+L eysis Results 3-Steel 5.000" 75% 3084!11595 14679 LL_ D+L Analysis Actual Location Allowed Capacity Comb. Case 4-Steel 5.000" 83% 3856/12568 16424 L LL D+L Neg Moment-12112 ft-lb 22'6" 21845 ft-lb 0.554(55%)D+L L LL 5-D.Fir 4.500" 44% 144014984 6424 _L_L D+L Unbraced .12112 ft-lb 22'6" 13871 It-lb 0.873(87%)D+L L LL Pos Moment 9524 ftab 26'9 1/4" 21845 ft-lb 0.436(44%) D+L L L Unbraced 9524 ftab 26'9 1/4- 21845 ft-lb 0.436(44%)D+L _L_L Shear 6964 Ib 23'3 1/2" 96431b 0.722(72%) D+L L LL LL DO inch 0.097(U933) 26-5 311V 0.188(L/480) 0.510(51%) L _L_L TL Detl inch 0.117(U770) 26'5 15116" 0.376(U240) 0.310(31%) D+L _L_L Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Top must be continuously braced. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 ConsL 1.25 Comments 1 Uniform 12-6-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 12-6-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 3 Uniform 18-0-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF Self Weight 13 PLF Notes cn.maa a F.art rodh pmvWa pop«dnb.ge b pravarq Manufacturer Info catndaud Svuctwad Designs re fesp—ble any a we Handling 3 Installation pon.2 Roseburg Forest Products rrt adequacy Of M compdend based on me 1.LVL be,must not a W«dneed 45W Riddle By -pass Rd l craer4 and badnpa Hewn. N k the 2 Refer to marwiacbeers product ntormsbon nAaty.0 be pntomeI andla Ma con .b 1".1d.9 nsbtaben raga nts n.ra.py Riddle.OR 97469 a Vm sm sueabily or the vnended t..lamp drtails,Nam strangm vaWsa,and m" (541)784A005 oppi croon,and to w*the dx si %and bad. www.roseburg.com 3 0 g.dDaam.-W notb uwd APA PR-L289,PR 1270,ICC-ES 1 Dry s i-C dddns Was.neWd«Nrw¢e 5 Design assumes by edge IsWeraay restnbdid 2.WL net b be Inrted w+n de nUrdaN«armaWa b Prowde W«et suppon at be."N ponce to emd ESR-1210 Wwal dooAce""'"and 10 xtii This design is valid until 1f223 EWP Studio Version 19.72.229 Powered by istructl C= ® EWP Studio Client Date: 2/3/21 Page 2 of 7 Simpson Strong-Tie® Project; input by: Keith Owens Component Solutions"m Address: Lot 11-#10 Geddrn Place Job Name, Lot 11 Gedrim Place Load Callas South Windsor,CT 06074 Project 9: B2 2.0E Rigidlam LVL 1.750" X 9.500" 3-Ply - PASSED Level:Level 7 I 2(� li ��Il�i !� I.►��lil� lililll{ �I� li !�! !� I,!;;; �, 111�Ii►�I�II�! � i�� !I � � I! I� i;!� f;i ! llf� i ; i,l �� 11;;11 �1 1 D.Fir 2 Steel 3 Steel 77" 1 7'5" Hsl/4" 15, Member Information Reactions UNPATTERNED lb(Uplift) Type Girder Application: Floor Brg Live Dead Snow Wind Const Plies. 3 Design Method: ASD 1 2138 651 0 0 0 Moisture Condition Dry Building Code: IBC/IRC 2015 2 6308 1921 0 0 0 Deflection LL: 480 Load Sharing: Yes 3 2054 626 0 0 0 Deflection TL- 240 Deck: Not Checked Importance. Normal Temperature Temp«100"F Bearings Bearing Length Cap. React Dfl lb Total Ld.Case Ld.Comb. 1-D.Fir 4.500" 21% 651 12443 3094 L_ D+L 2-Steel 4.000" 52% 1921 16308 8228 LL D+L dysis Results 3-Steel 4.000" 19% 62612381 3006 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment-5932 ft-lb 77" 21545 f 4b 0.272(27%) D+L LL Unbraced -5932 ft-lb 77" 14378 ft4b 0.413(41%) D+L LL Pos Moment 4319 ft4b 3'4 11/16" 21645 ft-lb 0.198(20%) D+L L_ Unbraced 4319 ftab 3'4 11/16" 14378 8-lb 0.300(30%)D+L L_ Shear 3413lb 6'9 1/2" 9643lb 0.354(35%) D+L LL LL Deft inch 0.041(U2124) 3'8 15/16" 0.182(U480) 0.230(23%)L L_ TL Dell Inch 0.049(U1796) 3'8 3/16" 0.364(U240) 0.130(13%)D+L L Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturers details. 3 Top loads must be supported equally by all plies. 4 Top braced at bearings. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Wdth Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 10.0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 10-0-0 Top 10 PSF 30 PSF 0 PSF 0 PSF 0 PSF Self Weight 13 PLF Notes th.—aft a Fa tx fools pnnnd.pops drainage to rvied Manufacturarenfo rakutatad suuctwed o"igns is resomebls any or ins Handling&Installation p-b'"g Roseburg Forest Products turel adepuaq or Na wrtponant based on the 1,LVL beam moat not oe cN Der dnW 4500 Riddle B n crdan and lossiww.t. a s is tine 2.R.M to mawhewafs product nronnewn By-pass Rd ,nsaly or ma ouatom,andlor Ina conirador to isgardng inumauon wsuvenres #%defy Riddle,OR 97469 ,We era component sutsbd.y of the tK.ndad fastening deeds.beam stni pM values.and tole (541)76"005 applicti orq to"riy*0al~sbm and tests a�s www g corn Lumber 3.Demigod8.a -M-1as d APA:PRa.289,PRA270,ICC-ES 1 Dry servlcs enndsrnns,unless noted o0 wi.. e.Design as.umas lop"go h Ister.,y nslnh-d 2 LvL not to tnetad wN A,.rotant.nt or,arloaws 5.Prowde Wend support at asanng Points 1.ewid ESR-1210 lat.m dbp—vid and tout w This design Is valid until 1=3 EWP Studio Version 19.72.229 Powered by iStruct"r EWP Studio Client Date: 213/21 Page 3 of 7 Simpson Strong-Tie a Project Input by: Keith Owens Component Solutions o Address: Lot 11-#10 Gedrim Place Job Name: Lot 11 Gedrim Place Load Caics South Windsor,CT 06074 Project 0: B3 2.0E Rigidlam LVL 1.750" X 11.875" 3-Ply - PASSED Level:Level i I ti i I i ,i a i i ' I II I IIII ! III 121 � 11111! II ►�!I �!i ! I� !illl�li'! ►;!{ i .ilil# I!I! alilli3 ll{IIII{ ? ii!i it i fli ,,1iiI1 �! !l�!ll1"�1 'I tu! 1 Steel 2 D.Fir 12' 5 1/4" 12' Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 3767 1175 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 3793 1183 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp—100"F Bearings Bearing Length Cap. Read D/L lb Total Ld.Case Ld.Comb. 1-Steel 4.000" 31% 1176/3767 4941 L D+L 2-D.Fir 4.500" 34% 1183/3793 4976 L D+L .Iysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 13465 ft-lb 511 3/4" 33194 ft4b 0.406(41%)D+L L Unbraced 13465 ft Ib 5'11 3/4" 13494 ft4b 0.998 D+L L (100%) $hear 3900 lb 10'8 3/8" 12053 lb 0.324(32%)D+L L ILL Deft inch 0.164(U834) 5'11 3/4" 0.285(U480) 0.580(58%)L L TL Dell inch 0.216(U635) 5-11 3/4" 0.571(L/240) 0.380(38%)D+L L Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Top must be laterally braced at a maximum of 10'6"o.c. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Wdth Side Dead 0.9 Live 1 Snow 1.15 Wnd 1.6 Const.1.25 Comments 1 Uniform 9-0-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 9-0-0 Top 10 PSF 30 PSF 0 PSF 0 PSF 0 PSF Self Weight 16 PLF Notes ch«roh a For su mole pmM.poper fti..g.to p.uent Manufacturer Into ""Iahood stn,w.W D.+pe.■rosp_v *wtj of the Handling&Installation QO"d'"s Roseburg Forest Products f -eum"vocy at""e.--14 e...d-the t Lvl.b, mu%1 mt w..d a*d d 4500 Riddle By-pass Rd In cm d. and lo.dups shown it Is the 2 Refs; b m@.ufap.refe prodod intamuuon run..blty.t V.tmtomw @.afar M.conlreder 1. r.pud v Yiitieapo„ req.-mem.. ,.ApVv Riddle,OR 97469 .mme the companenl w000ky of the Wended testenng details,boom Wwtpm vdues,end coo (541)7944005 epph"b-,era to w'dr T@ dmrnwne end bW., epp to www.ro5eburg.com Lumber 3.Dem.g.d Boom most na be rood APA:PR-t289,PR-1_270,ICC-ES @.rvit.eoridebm woos rotW alherwn@ a Despn nwmn W.dge Is 19—ty m Wowed 1 D't' s Prawde 1.tl wpport et he"polls to ewld ESR-1210 2 WL not to be V.&W wdh Are retardant or tamane let--d.plaremem and mtobon This design is vend unti11R23 EWP Studio Version 19.72.229 Powered by iStruct" EWP Studio Client Date: 2/3/21 Page 4 of 7 Simpson Strong-Tie® Prof Input by: Keith Owens Component Solutions- Address: Lot 11-#10 Geddrn Place Job Name: Lot 11 Gedrim Place Load Calcs South Windsor,CT 06074 Project#. B4 2.0E Rigidlam LVL 1.750" X 9.250" 2-Ply - PASSED Level:Level ! f '� II � l ► ,, � I� ; ! � I � 1; �!ti I;; ++ fil � �ti++ ii! i� � �� '� ';I r - s M 91/4 �1 D.Fir � 2 D.Fir 7'1" H3 1/2" 7'1" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 2 Design Method: ASD 1 1818 485 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 isle 485 0 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp—100"F Bearings Bearing Length Cap. Read D/L lb Total Ld.Case Ld.Comb. 1-D.Fir 3.500" 30% 485/1818 2303 L D+L la-.dlysis Results 2-D.Fir 3.500" 30% 485/1818 2303 L D+L Analysis Actual Location Allowed Capacity Comb. Case Moment 3567114b 3'6 112" 13320 ft4b 0.268(27%)D+L L Unbraced 3567 ft4b T61/2" 9762 ft-lb 0.365(37%)D+L L Shear 1653lb 6'1" 6259 lb 0.264(26%)D+l L LL Defl inch 0.048(U1650) 3'6 1/2" 0.221(U360) 0.220(22%)L L TL Deft inch 0.061(1./1302) 3'6 1/2" 0.331(L/240) 0,180(18%)D+L L Design Notes 1 Girders am designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Top braced at bearings. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 12-10-0 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 9 PLF Notes Marrsc.h 6.Fa Ilat rook proNaa proper annp0 m pev.A Manufacturer Info y.a 51r1 u*d o«yoe h r•.pommi.**orm• Handling 3 Installation pO"a'"s Roseburg Forest Products d•a.µ.cy or mh a-Vorwa en.a en n• 1.LV be—mustnol•eM ad4W 45M Riddle B curl• .nd Iwaaq. shown. a h tn• ' Rarer n menuhmr.t'a produa nadmeoon Y�BSS Rd k.-.,nutty of"astww•rWa a•con•aaar a ,p.ra,ry Mq•I.00n ne"•.rr•nb Riddle,OR 97469 anawa m• compon.re awatwy or e l Ya.naaa ba m"a.raas.loam wenpm rUw.ens coo• (541)7U 4005 apptfcaCen,•na m v.rey M d.rrnstoa end aau. apgro la om Lumber s.o.o.sed Items-xi not be wad APN.www P -1.289.PR r'D'-e 0..=041-a.ur""notid aftn"u' s.P�q�in«a mesvvo afto i e�ian poMa ie•ww $R-1210 89,PR-L270,ICC-ES t LVL nel to M Yeatea wan k.nt•nau l a ewroan• rx«.r aaplae•nwd as,a.een This design is valid until 1=3 EWP studio Version 19.72 229 Powered by i5truct" e r *ss EWP Studio Client Date: 2/3/21 Page 5 of 7 Simpson Strong-Tie® Project. Input by: Keith Owens Component SolutionsTM Address: Lot 11-#10 Gedrim Place Job Name: Lot 11 Gedrim Place Load Calcs South Windsor,CT 06074 Project#: B5 2.0E Rigidlam LVL 1.750" X 18.000" 3-Ply - PASSED Level:Level it I 1 1 D.Fir t� 2 D.Fir 23'6" 5 1/4" 23'6" Member Information Reactions UNPATTERNED lb(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASO 1 5170 1586 0 0 0 Moisture Condition: Dry Building Code: IBC/IRC 2015 2 5170 1586 0 0 0 Deflection LL: 480 Load Sharing: Yes Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp—100'F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1-D.Fir 4.500" 46% 1586/5170 6756 L D+L 2-D.Fir 4.500" 46% 1586!5170 6756 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 37606 ft-lb 111" 72403 ft4b 0,519(52%)D+L L Unbraced 37606 ft4b 11'9" 37709 ft4b 0.997 D+L L (100%) Shear 5713lb 1'9 3/4" 182701b 0.313(31%)D+L L LL Defl Inch 0.531(U517) 11'9 1/16- 0.572(U480) 0.930(93%)L L TL Defl inch 0.694(U395) 11'91/16" 1.144(U240) 0.610(61%) D+L L Design Notes 1 Girders am designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Top must be laterally braced at a maximum of 521/4'o.c. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 ConsL 1.25 Comments 1 Uniform 11-0411 Top 10 PSF 40 PSF 0 PSF 0 PSF 0 PSF Self Weight 25 PLF N^1e5 cne""' a.For sat roof,provtde prop-dm..ge to p-vod Manufacturer Info tea atnxwrw C"19M a nespon.ibN only a Me Handling S Installation P".g Roseburg Forest Products a1 adpwq Of Inn convonent based on Ina 1 LVL besma mug na be ad aembed 4500 Riddle By-pass aura and leedog. snows. s b tM 11 Rarer m aMnufKN a prodW ofomabon y'P $a Rd ,feepa,e6"a the amdmn anwe,:*,.Oft*"m regerdup msubbon rs4urs�s ns"y Riddle,OR 97469 ensrae M eanpan.nt suaabaey a ma --rd" het"degas,teem Wangth-kno,end to" (541)7844005 appbanon,and to wry OnedlnanYons and 1-de sppronts Lumber 3.Demeg.d Seem mud n APA PR� ot be used Reburg wm 1.Dry sed senece OWWaem,erdes.no oth n—e 4 Mops resumes by edge 1s falwary rastramed PA 269,PR-1.270,ICC-ES I LA not to be 4.8te1 wM sre ntard.a w e-0. S.Prowe.Wet wppmt a b.amg poeds to awed ESR-1210 warn daplacement and rotatnn This design is valid until MW3 EWP Studio Version 19.72.229 Powered by iStruct' EW P Studio Client: Date: 2/3/21 Page 6 of 7 Simpson Strong-Tie® Project: Input by: Keith Owens Component SolutionsT14 Address Lot 11 -#10 Gedrim Place Job Name Lot 11 Gednm Place Load Calcs South Windsor,CT 06074 Project#: H1 2.0E Rigidlam LVL 1.750" X 8.000" 3-Ply - PASSED Level Level 1 - 1 D.Fir 2 D.Fir TY �5 1/4" TY Member Information Reactions UNPATTERNED lb (Uplift) Type: Girder Application: Floor Big Live Dead Snow Wind Const Plies: 3 Design Method ASD 1 4233 1316 0 0 0 Moisture Condition Dry Building Code: IBC/IRC 2015 2 937 305 0 0 0 Deflection LL: 480 Load Sharing Yes Deflection TL: 240 Deck: Not Checked Importance: Normal Temperature: Temp—100°F Bearings Bearing Length Cap. React D/L lb Total Ld.Case Ld.Comb. 1 -D.Fir 3,000" 56% 1316/4233 5550 L D+L 2-D.Fir 3.000" 13% 3051937 1242 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 2888 ft4b 8 1/2" 15828 ft-lb 0.182(18%) D+L L Unbraced 2888 ftab 8 1/2" 15828 ft-lb 0.182(18%) D+L L Shear 4062 lb 10 1/4" 8120 lb 0.500(50%) D+L L LL Defl inch 0 005(U6586) 1-5 1/8" 0.072(U480) 0.070(7%) L L TL Deft inch 0.007(USO13) 1-5 3/16" 0.144(U240) 0.050(5%) D+L L Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details 3 Top loads must be supported equally by all plies. 4 Top must be continuously braced. 5 Bottom braced at beatings. 6 Lateral slenderness ratio based on single ply width. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Point 0-8-8 Top 1586 to 5170 lb 0 lb O lb 0 lb 85 Brg 1 Self Weight 11 PLF C-•s U. d For rat roofs pwa,&..N.to groat Manufacturer Info •d sweuw D.agna n ra.Pon•ml.ony a the Handling&Installation DonO'g Roseburg Forest Products d aa•Ro•ry of 1 oorryonem Wd on the t ivt.be.r.n rn�,t not be m w dn•.a na«r and baa+,pa anoam b fs n,• g R.I. tc rrunw.—no. Proaoa rrcrmaxn 4500 Riddle Bypass Rd re•Nmeary or me duotnr anaror the rnnoaem to ,d n.tsletim Riddle,OR 97469 an•u. N. [dnperaM wUbdiry or the Im.nd•d tangraga r.nit,-k a. rrulo-py .ovMcaOon end to very the mmenuon,and toad. pp—al e.ts•a,w.m or•npth Iw•..w row www osebur05 .Pprwma www.roseburg.corn Lumber 1.Darnagws..nnl tlotbe;4 APA PR-L289,PR-L270,ICC-ES D.Opn aawmn top edge k tstany .grainaa t Dry"to oo"aled.dRons umaar naafi ell W . 5.Nr .let_,wPpw at bearing points to a.ue ESR-1210 i lVl rot to W tna:ad w.dt f/•r•Lrdanl a mrowe Werel dnotamrlant and rotes n This design is valid until 117113 EWP Studio Version 19 72 229 Powered by iStmcll- EWP Studio Client Date 2/3/21 Page 7 of 7 Simpson Strong-Ties Project Input by Keith Owens Component SolutionSTm Address Lot 11-#10 Gedrim Place Job Name Lot 11 Gednm Place Load Calcs South Windsor,CT 06074 Project# B6 2.0E Rigidlam LVL 1.750" X 9.500" 3-Ply - PASSED Level Leve! ...................... ------ ----- — -- - - - t� O G7 ® 9 112" 1 D.Fir 2 D.Fr 3 D.Fir 10'9" 1 8'4" H5 1/4" 19,1" Member Information Reactions UNPATTERNED Ib(Uplift) Type: Girder Application: Floor Brg Live Dead Snow Wind Const Plies: 3 Design Method: ASD 1 834 1288 2841 0 0 Moisture Condition: Dry Building Code IBC/IRC 2015 2 2145 3312 7305 0 0 Deflection LL: 480 Load Sharing Yes 3 551 851 1876 0 0 Deflection TL: 240 Deck Not Checked Importance: Normal Temperature: Temp<=100'F Bearings Bearing Length Cap. Read D/L lb Total Ld.Case Ld.Comb. 1 -D.Fir 5.500" 23% 1288/2945 4234 L D+S 2-D.Fir 3.500" 92% 3312/7305 10617 LL D+S Analysis Results _ 3-D.Fir 5.500" 17% 851/2179 3030 _L D+0.75(L+S) Analysis Actual Location Allowed Capacity Comb. Case Neg Moment -10075 ft4b 10'9" 25122 ft-lb 0.401(40%) D+S LL Unbraced -10075 ft4b 10'9" 11197 ft-lb 0.900(90%) D+S LL Pos Moment 8184 ft4b 47 112" 25122 ft-lb 0.326(33%) D+S L_ Unbraced 8184 It-lb 47 1/2" 11197 ft4b 0.731(73%) D+S L_ Shear 5070 Ib 9'11 1/2" 11089 Ib 0.457(46%) D+0.75(L+S)LL LL Dell inch 0.128(U970) 5-1 1/2" 0.259(U4e0) 0.490(49%) S L_ TL Deft inch 0.179(U694) 5'1" 0.518(U240) 0.350(35%) D+S L Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details 3 Top loads must be supported equally by all plies. 4 Top braced at bearings. 5 Bottom braced at bearings. 6 Lateral slenderness ratio based on single ply width ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const. 1.25 Comments 1 Uniform 9-3-0 Near Face 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 18.0-0 Top 10 PSF 0 PSF 35 PSF 0 PSF 0 PSF Self Weight 13 PLF s cMmcels a For tin roots prows propw or ap to pf.ven, Manufacturer Info w lad stnx Designs u ratpom:DN only of tM Handling S Installation pOfOirp Roseburg Forest Products all ad.qu y of mi,corMo,.t listed on 0. t LVL beams mist not ne ctd w d k4 4500 Riddle By-pass Rd ...tyn "dent end lo.dng. .hewn a h the 2.R.fer to manulacNre(a produC '.fartn]::ort retponuba-y d the c U.—endrw Me cwm.ew m repwd.0 r,.tersxn rp�nmenn. m,rt.-py Riddle,OR 97469 •nave " ccw"nalt waaf ky of the "ended h.t•nng dwaas,beam.tr.npm v hw ant code (541)78"005 - .pphcaoo"and to vardy Me ilm lion.end loads. apprw.M PA Lumber ] Dempad seam.mist not a n.•d A roseburg corn t.Dry undo mwaan•unwu na•d em•nM.. 4 Design ses w top edge is lai•nay wun:n.d PA PR-1.289,PR4�70 ICC-ES 2 LVL not to b91eaW wM ke mUnlanl or ar+e.v s prowda Iabrel auppwl at bump poinit to 8-id ESR-1210 W—f dnplsmment."i-amn This design is valid until 1/2123 EWP Studio Version 19.72.229 Powered by iStruct" 8/31/22,9 17 AM tOWM �f1 Town of South Windsor Building Department �111�oN ill:[' Building Permit: BLDP-21-130 APPLICANT NAME: Richard Mannarino EMAIL ADDRESS: rick@mannarinobuilders.com ADDRESS: 400 Chapel Road Unit 3F South Windsor , Connecticut 06074 LOCATION ADDRESS: 10 GEDRIM PL South Windsor CT6074 OWNER: Mannarino Builders Inc 400 Chapel Road South Windsor Connecticut 06074 DESCRIPTION OF WORK: New 3,406 square foot home with unfinished basement,garage,and front porch.The house has 2 1/2 baths and 3 bedrooms. March 10, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT— PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1 ' 8/31/22,8 29 AM Town of South Windsor Building Department !` R RESIDENTIAL CERTIFICATE OF OCCUPANCY Building Permit: BLDP-21 -130 OR C- • APPLICANT LOCATION NAME:Richard Mannarino ADDRESS: 10 GEDRIM PL South Windsor CT 6074 EMAIL ADDRESS rick@mannarinobuilders.com OWNER: Mannarino Builders Inc ADDRESS:400 Chapel Road Unit 3F 400 Chapel Road South Windsor,Connecticut 06074 South Windsor Connecticut 06074 DESCRIPTION OF WORK: New 3,406 square foot home with unfinished basement,garage,and front porch.The house has 2 1/2 baths and 3 bedrooms. CONSTRUCTION TYPE: USE GROUP: W July 29, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT—PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL— 1;1 SITE COMPLIANCE CHECKLIST TOWN OF SOUTH WINDSOR,CONNECTICUT *****FOR C OF O***** ADDRESS L LSE/r , i� LOT/UNIT# I Revlew8d by (Engineering) CONTACT/DEV -,o 13 1 J s Date Reviewed 7/I�laul/�d/penied ��lJ PH# Reviewed by (Planning) Date Submitted—) 1 Date Reviewed App Denied Date Reviewed Approved/Denied(Health) As required in the Zoning and/or Subdivision Regulations,no Certificate of Occupancy shall be issued until grading plans have been complied with and approved by the Town Engineer. The minimum requirements shall include: Approved Denied N/A ✓ 1. Approved building permit plan 2. Finish grading per approved building permit plan 3. Site work;i.e.trees,shrubs, / dumpsters,required paridng Y 4. Utility location; a. sanitary sewer/sP�ms _ b. foundation drain C. electrical&telephone d. water ✓ e. odw G� _i,/- 5. Sewer connection charge paid 6. Appropriate certification LA 7. Bonding 8. Planning&Zoning/ Inland Wetlands Considerations a. Ughting b. Signage Freestanding Wall C. Fee in lieu of Open Space COMMENTS: Xc✓,kd .4s -A-d+ AIw""rr u•t554.i 4-L -Ve Vengineering/molloy/site compliance ct*cWist LL SEPTIC SYSTEM DESIGN GEOMATRIX GST'"LEACHING SYSTEM DO NOT HEAVILY PRUNE THE TREE AT PLANTING w$Q 'IT~ o GEOMATRIX GST"LEACHING SYSTEM GEOMATRIX GST'"LEACHING SYSTEM PRUNE S,ANDBROKENONLY CROSSOVER DEADBR DOMINANT o� = I I g Plan View O /\ I 1 (� I LEADERS,AND BROKEN OR DEAD BRANCHES. 0 X B-B'CROSS SECTION A-A'CROSS SECTION GALLON L I �) SOME INTERIOR TWIGS AND LATERAL BRANCHES 0� �to in 6"(GST6206} MAY BE PRUNED;HOWEVER,DO NOT REMOVE n - cc 12" GST6212 ' "? ° " " { � THE TERMINAL BUDS OF BRANCHES THAT m U o LOT 11 Finished Grade shall be pitched to sheet flow ( ) R E i A R EXTEND TO THE EDGE OF THE CROWN. LL O N W PROPOSED USAGE: stormwater away from system \ 18"(GST6218) p ° �_ ILU a 0 N N ar > �I/ \V \V \V \V ,L/\- Finished Grade shall be pitched to sheet flow 24"(GST6224) SEPTIC TAN STAKE TREES ONLY UPON THE APPROVAL rn o ~ 4 BEDROOM SINGLE FAMILY HOUSE W/ GARBAGE Cover material depth shall be>6" stormwater away from s stem 30" GST6230 4 p OF THE LANDSCAPE ARCHITECT < N o b a w GRINDER and shall be uniform over system yl -\l/ y y �/ \t/ \I I/ (GST6230) 25' TANK DESIGN SPECIFICATION SEE STAKING DETAIL. Gp 00 W F DESIGN PERCOLATION RATE: ASTM C-33 Sand Cover material depth shall be>_6" 36"(GST6236) :� I) CTDOT#6stone CONFORMS TO LATEST: WRAP TREE TRUNKS ONLY UPON THE c = =V 13.85 MIN IN ,�" °,, ,; Filter Fabric Distribution Pipe* * and shall be uniform over System APPROVAL OF THE LANDSCAPE ARCHITECT, n a Ix / P Filter Fabric ASTM DESIGNATION C 1227 SEE WRAPPING DETAIL. 3 J 4 REQUIRED EFFECTIVE LEACHING AREA CT DOT No.6 stone ° 'tD i7 °., NOTES: o 0O 3 W 787.5 SF4. *H P a �d D 1. JOINT SEALANT IS BUTYL RUBBER Distribution Q *H a2 1 MASTIC TYPE SEAL THAT CONFORMS cc 0 DESIGN: CT DO pipe* MARKTH W N T No.6 stone d CATION D_ N W c z2" 4" 4" e ASTM C-33 San TO LATEST AASHTO SPECIFICATION IN THE NURSERY,AND TREE 1,500-GALLON SEPTIC TANK AND 1-44 ROW _ A a.pW.9 Wap, 9-7" M-198. MEETS FEDERAL z_z STM 0-33 Sand TO FACE NORTH ATTHE SITE WHEN EACH TREE MUST BE PLANTED SUCH THAT c " a2 a ;:p j SPECIFICATION SS-S-0021 210-A . OF 24 TALL GST 6224 INFILTRATORS. xeW"" "I" ml ° r ( ) EVER POSSIBLE. THE OFTHEUNKLAREISVISIBLEATTHETOP z J a2" 62 r- ---------------� r---------� 2. PIPE INLET AND OUTLET LOCATIONS ROOTBALL.TREES WHERE THE TRUNK W ¢ :.� b SET TOP OF ROOT BALL FLUSH TO FLARE IS NOT VISIBLE SHALL BE REJECTED. LEACHING AREA PROVIDED: ' ' I ' HAVE POLYLOK II PIPE SEALS. 0 O g w 1 x 44' X 18.1 SF LF = 796.4 SF > 787.5 SF * A A' ' I ' 3. REINFORCING STEEL DEFORMED HIGHER IN SDLOWLY DRAINING SOILS. WITH SOIL.ER THE TOP OF THE ROOT BALL NO / H= 6"(GST6206) JD � i I I LL WI I I BARS CONFORM TO LATEST ASTMN �� <Z 12"(GST6212) i(�'IF 1 r ; i MULCH RING,1800MM(6')DIA MIN. 100MM(4')HIGH EARTH SAUCER C cc z MINIMUM LEACHING SYSTEM SPREAD CALCULATION LSS) *H= 6" GST6206 *P=2"-5.5" a '��i •' I I 1 I SPECIFICATION A615. 2400MM8')DIAPREFERRED BEYOND EDGE OF ROOT BALL. �a �-� ( ) 18' GST6218 *RESTRICTIVE LAYER FOR THE SITE WAS DETERMINED TO 12" GST6212 ( ) p I 5'-6 3 4 i ; i or N 3. REINFORCING STEEL WELDED WIRE (A to d " ( ) '3"min,1.D.,ASTM D-3034,SDR 35 pipe for gravity applications 24"(GST6224) T ° / I r I TYPICAL FABRIC CONFORM TO LATEST ASTM REMOVE ALL TWINE,ROPE,WIRE ANDCLO BE > 60 BELOW EXISTING GRADE PER TP-67, TP-68, 18"(GST6218) 0.75"min,I.D.,ASTM 0-2665,SCH 40 PVC pipe for pressure applications 30"(GST6230) a2' I r I I BURLAP FROM TOP HALF OF ROOT BALL T N =r I r 1 1 SPECIFICATION A185. a & TP-69. NO MLSS REQUIRED. 24"(GST6224) 36" GST6236 r I I I 50MM IT)MULCH.DO NOT PLACE REMOVE COMPLETELY IF SYNTHETIC IS USED. 0 5. CONCRETE COMPRESSIVE V O p yNroMAI"x,uc ( ) .y a.psar Twx,uc B r f" MULCH IN CONTACT WITH TREE TRUNK. IF PLANT IS SHIPPED WITH A WIRE 30"(GST6230) STRENGTH- 4000 PSI AT Z8 DAYS. MAINTAIN THE MULCH WEED-FREE FOR BASKET AROUND ROOT BALL CUT i B GEOMATRIX Si LEACHING SYSTEM GEOMATRIX ST LEACHING SYSTEM GEOMATRIX ST LEACHING SYSTEM I i 1 ' •� 36' (GST6236) e-e,Cmsas.o°on A-n'C,xas«a Pan VI_ 1 1 1 i 6. METHOD OF MANUFACTURE: WET A MIN.OF THREE YEARS AFTER G-VIx Symm.LLC..Wfrvr h•CT G.om"trix Sy"Iems,LLC,WWnprvtx°e CT Gmv,wlrbe Systems.LLC.,K0nIjnV,.CT ____) L_________J PLANTING. THE WIRE BASKET IN FOUR PLACES ' eso5esaeas nsoraa nai '3"min.I.D.,ASTM D-3034,SDR 35 pipe for gravity applications °eoa5saes3 I-- ------------ u,. P P 9 Y PP 4 CAST. AND FOLD DOWN 00M ( ) TO 0.75"min.I.D.,ASTM D-2665,SCH 40 PVC pipe for pressure applications 7 T A r r r;: •:" ,r . ca.:.wn e.. rs e.. :- a . n„m.. r,: 1 SECTIONS RE MONOLITHIC. TAMP SOIL AROUND ROOT BALL BASE PLANTING HOLE. 2 M 8' IN TOP VIEW -- - ------ -- --- --- -- -- - -- - # k � FIRMLY WITH FOOT PRESSURE SO THAT (COVERS AND RISERS REMOVED) WEIGHT CHART ROOT BALL DOESNTSHIFT. PLACE ROOT BALL ONUNEXCAVATED OR TAMPED SOIL. SEPTIC SYSTEM INSTALLATION NOTES' 8. THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIALS 13. NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE 16. THE CONTRACTOR SHALL COORDINATE WITH THE SOUTH WINDSOR TANK A1P3 M 1eNSIGHT NOTE:FOR m ONS OF (PIPING, SEPTIC TANK, STONE, FILL, ETC.) USED FOR THIS SEPTIC ALLOWED WITHOUT PRIOR WRITTEN APPROVAL FROM THE DESIGN HEALTH DEPARTMENT FOR TIMELY INSPECTION AND TO SECURE F'DLYLCK PLANTING ARIEAS,TYP SOFSOIL 1. GEOMATRIX SYSTEMS, LLC LEACHING SYSTEM SHOWN FOR SYSTEM SHALL CONFORM TO THE CURRENT EDITION/REVISION OF ENGINEER AND THE TOWN OF SOUTH WINDSOR DEPARTMENT OF PERMITS FOR INSTALLATION AS THEY REQUIRE. PERMITS MUST BE ' 5" AMENDMENTS,OR SOIL REPLACEMENT, _ o .8.0 ILLUSTRATIVE AND DESIGN PURPOSES. CONTRACTOR SHALL USE THIS THE "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL HEALTH. OBTAINED BY A LICENSED SEPTIC INSTALLER. .+' ;. SEE"SOIL IMPROVEMENT DETAILS." o `0-0 PRODUCT OR APPROVED EQUIVALENT. APPROVAL IS TO BE GRANTED SYSTEMS" REVISED JANUARY 2018 OF THE CONNECTICUT PUBLIC ¢SPACER : •ourLEr " 14. THE SEPTIC TANK SHALL BE PRECAST CONCRETE DESIGNED WITH 17. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED INSTALLATION I NOTES: BY THE DESIGN ENGINEER AND THE TOWN OF SOUTH WINDSOR HEALTH CODE BY THE STATE OF CONNECTICUT DEPARTMENT OF � POLYLOK PaLnoK �,.v � TWO 2 ACCESS MANHOLES TO GRADE ABOVE THE INLET BAFFLE METHODS, SPECIFIED IN THE "TECHNICAL STANDARDS FOR aAFFrE FlLLTER 1. NO MULCH WITHIN 3"OF TREE TRUNK G HEALTH DEPARTMENT. PUBLIC HEALTH. ( ) AT INLET AT OUTLET 2 THIS DETAIL ASSUMES THAT THE PLANTING SPACE IS LARGER THAN 2400 MM 0 AND ABOVE THE OUTLET FILTER OF THE TANK. SUBSURFACE SEWAGE DISPOSAL SYSTEMS" AND INSTALLATION 5'-6" 6'-3" (8 FT.)SQUARE,OPEN TO THE SKY,AND NOT COVERED BY ANY PAVING OR u S b < 2. BENCHMARKS TO BE SET AT TIME OF AS-BUILT. 9. THE PROPOSED SEWER PIPE FROM THE BUILDING TO THE SEPTIC MANUAL. CONTACT THE SOUTH WINDSOR HEALTH DEPARTMENT FOR GRATING. w S g TANK SHALL BE PVC SCHEDULE 40, ASTM D 1785 OR ASTM D 2665 15. THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED OUT BY A FINAL INSPECTION PRIOR TO BACKFIWNG SYSTEM. V-5 3/8 u v ° 2 3/8" TREE PLANTING DETAIL 5 3. THE CONTRACTOR SHALL REFER TO THE STANDARD MANUFACTURING OR APPROVED EQUIVALENT LISTED IN TABLE NO. 2 OF THE LICENSED LAND SURVEYOR PRIOR TO CONSTRUCTION. t 1 N N INSTRUCTIONS FOR INSTALLATION PROCEDURES. AN AUTHORIZED "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL 3 3/4" WALL Not to Scale ° REPRESENTATIVE OF GEOMATRIX SYSTEMS, LLC MUST BE PRESENT SYSTEMS". ALL OTHER EFFLUENT DISTRIBUTION SEWER PIPE FOR THIS ELEV.=314.4 TYPICAL $F 1 .1 l t�l DURING INSTALLATION UNLESS THE CONTRACTOR IS CERTIFIED BY SEPTIC SYSTEM SHALL BE PVC ASTM D 3034, SDR 35 WITH RUBBER (MATCH EXISTING GEOMATRIX SYSTEMS. COMPRESSION GASKET OR BELL AND SPIGOT WITH NO GASKETS OR APPROVED EQUIVALENT LISTED IN TABLE NO. 2-A OF THE 4. PROPOSED PLAN SHOWS MINIMUM REQUIRED SITE IMPROVEMENTS "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL �- / LEV.=314.3f 4' SIDE VIEW V M FOR SYSTEM INSTALLATION. SYSTEMS". Z " ��.� 10 � ? O I- 5. MAINTAIN A MINIMUM ELEVATION OF 314.3 OVER THE PRIMARY 4 LOAM AND SEED * UNITE Lu H III-III 1=_1 II-II I 0oVLO LEACHING TRENCH. 10. THE CONTRACTOR SHALL TAKE PRECAUTIONS DURING THE LO INSTALLATION OF THE SUB-SURFACE SEWAGE SYSTEM TO PROTECT III - OMMON FILL D C D N C R ET E PRODUCTS INC. Q : S 6. INVERTS AND CHAMBER ELEVATIONS SHOWN ARE SPECIFIC TO THE m 0 0 THE EXCAVATED AREAS FROM COLLECTING SEDIMENT DISCHARGES INV=313.36 (4" PVC 173 CHURCH STREET TEL. 800 234-3119 FAX. (203) 265-4941 = fn 1 LAYOUT DEPICTED IN THIS PLAN. THE SYSTEM MAY BE MODIFIED IF FROM THE SITE. ) 0 ...i ao WARRANTED WITH APPROVAL FROM THE SOUTH WINDSOR HEALTH I a 3 CV YALESVILLE, CT 06492 (203) 269-3119 DEPARTMENT. 11. SHOULD ANY SIGNIFICANT VARIATIONS FROM THE TEST PIT DATA BE Q Q OI ENCOUNTERED DURING EXCAVATIONS (LEDGE, GROUNDWATER, Z U H 00 7. AVOID DIRECT CONTACT WITH LEACHING SYSTEM WHEN USING MOTTLING, SOIL TYPE, UNSUITABLE MATERIAL, ETC.), THE SOUTH ¢ p CONSTRUCTION EQUIPMENT. ONLY DRIVE ACROSS THE TRENCHES WINDSOR HEALTH DEPARTMENT AND THE DESIGN ENGINEER SHALL BE :;: ________E_LEV=311.36 O j. WHEN NECESSARY. NEVER DRIVE DOWN THE LENGTH OF THE NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM. _ ELEV=311.19 TRENCHES. TO AVOID ADDITIONAL SOIL COMPACTION, NEVER DRIVE 12. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR 1. UNITED CONCRETE PRODUCTS INC. 1,500 GALLON REGULAR SEPTIC TANK DETAIL HEAVY VEHICLES OVER THE COMPLETED SYSTEM. SHALL VERIFY ALL UTILITY LOCATIONS AND ELEVATIONS PRIOR TO 66" I SHOWN FOR ILLUSTRATIVE PURPOSES. CONTRACTOR TO USE THIS PRODUCT OR NOTE:FOR DETAILED REQUIREMENTS \ m m m o f I APPROVED EQUAL. RELATED TO THE PLANTING OF THE v _ \ _ ANY CONSTRUCTION. CONTRACTOR SHALL CONTACT TREE IN THE IMPROVED SOIL,SEE c O F \ = a = n "CALL-BEFORE-YOU-DIG" AT 1-800-922-4455 AT LEAST 48 HOURS NOTES "TREE PLANTING DETAIL." BACK FILL WITH EXISTING SOIL. c NO p g p ep PRIOR TO ANY EXCAVATION. 2. IF EVIDENCE OF HIGH GROUNDWATER CONDITIONS EXIST DURING EXCAVATION OF IN SANDY LOAM SOILS,ADD_k • NO RESTRICTIVE LAYER OR LEDGE WERE SEPTIC TANK, CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO INSTALLATION. MAX.BY VOLUME COMPOSTED ADDITIONAL BALLAST MAY BE NECESSARY TO COUNTERACT BUOYANCY FORCES. ORGANIC MATERIAL TO THE ENCOUNTERED DURING SOILS TESTING. LOAMY SOIL EXISTING SOIL. TOP OF SYSTEM ELEVATION TO MATCH EXISTING .:. . . ,/ GRADE AS CLOSE AS POSSIBLE. 1 .500 GALLON SEPTIC TANK 1:1 SLOPE ON SIDES OF PLANTING HOLE. O / �� J� `" ;` •! / GST CROSSECTION B-B TAM SOIL AROUNDROOTB BALL UNEXCAVATEDOR ~ NTS �� ' 1 P A COMPACTED MOUND W U r. . . . . . . I.; '' N.T.S BASE FIRMLY WITH FOOT , (' ' ' ' ' .' '. . !r i' 3 - PRESSURE SO THAT ROOT BALL TO PREVENT UNDER THE ROOT 0 � BALL DOES NOT SHIFT. 2 X ROOT BALL DIAMETER Q U G _ SETTLEMENT. Q O W `. �L STREET TREE _ EASEMENT, TYP. o ,..a I ti; ry Z M LOAMY SOILS INCLUDE THE FOLLOWING USDA TEXTURAL CLASSIFICATIONS AND HAVE A CLAY CONTENT OF - T y _____ _ __ _ -- r BET',VEEN 15 TO 27,0 LOAM,SANDY LOArtd t ND SIB;LOAM. NOTE THAT SOLS AT THE OUTER LIMITS OF EN J O Ln GLTR (1) G � THE LOAM CLASSIFICATIONS MAY PRESENT SPECIAL PLANTING PLANTING PROBLEMS NOT ANTICIPATED BY THIS DETAIL. J (•� 0 P00 S OWN a �d° ,i LANDSCAPE PLANTING SCHEDULE H N = �� LOAMY SOILS ARE DEFINED AS GRANULAR OR BLOCKY FRIABLE SOILS,A MIXTURE OF SAND,SILT AND CLAY = Q W\ �. �•- / / � L I I (, � �I ` PARTICLES WITH A MINIMUM OF 1.5°k BY DRY WEIGHT ORGANIC MATTER. THE SOIL MUST NOT BE SO W W Q 0 W-- CONC. MONUMENT _ i ,,,o , '. . . . . . i KEY QTY BOTANICAL NAME COMMON NAME SIZE TYPE COMPACTED AS TO IMPEDE ROOT GROWTH OR DRAINAGE. THE SOIL STRUCTURE SHALL NOT BE PLATY OR 00 (n � I / 1,_3 „ - __-- TO BE SET � 1 '` / ��' ( ;' `X I x0p .t f2 MASSIVE. THE SOIL MUST BE TESTED FOR TEXTURE,DRAINAGE CAPABILITY,PH,AND NUTRIENT VALUES PRIOR � �' Q (�) / ' GLTR 1 Gleditsia triacanthos var. inermis Shademaster Honeylocust 3" cal. B&B I TO DETERMINING PLANT SELECTIONS AND ANY ADDITIONAL SOIL IMPROVEMENTS. �/� Q Z LA I ( i I - 'Shademaster' V/ m 3 V NOTES: a ZESE 1 Zelkovo serrato 'Village Green' Village Green Zelkova 3" cal. B&B 1. FOR TREES PLANTED IN NON-RESTRICTED SOIL CONDITIONS. x z +.0 f ( \ 1 2. THIS DETAIL ASSUMES THAT THE AREA OF LOAMY SOIL AVAILABLE TO EACH TREE IS A MINIMUM OF ~ e 45 SO. 0 SQ 'fir. �' ( ( ' // \ \ 2 1/2" 1 3�4' NOTES: M(50 FT) � Z 0 31 ^ PROPOSED WATER 1. Concrete - 4,000 PSI O 28 DAYS. $. SERVICE .� (. / \, Z. Eufppod with FOlypropytene pipe �eGls. 2 SOIL IMPROVEMENT DETAIL W IRON PIN ` " TO BE SET (TYP) '� cn . . . . PROPOSED GAS // 4" Inlet Outlets Not to Scale . � . , ' I 0. '� r ``� � I SERVICE � � \\, PLOT PLAN NOTES: � 3 Sides r . . . . . . . . L ZESE (1) 81fUM NIOUS -I t� 1 I / 1. CONTRACTOR SHALL VERIFY LAYOUT DIMENSIONS AND CURRENT SITE ZONING TABLE LOT 11 i PLANT AS D PROPOSED UNDERGROUND TOPOGRAPHY. CURRENT SITE TOPOGRAPHY MAY DIFFER FROM I - t PERC TEST RESULTS: SHOWN ELECTRICAL SERVICE J DEPICTED. CONTRACTOR MUST VERIFY EXISTING TOPOGRAPHY ALLOWS 3 -, - ZONE: RR ZONE (RURAL RESIDENTIAL; OPEN SPACE SUBDIVISION) k j 1y 318.7 r 11 0 1 ( ,! ` / I FOR GRADING AND UTILITY COVER AS SHOWN. ANY DISCREPANCIES ("DI, t `�» I' 2 >_ ' COVERED PORCH I r, SHALL BE REPORTED IN WRITING TO THE DESIGN ENGINEER AND 1o" ` ' MINIMUM UNIFORM MINIMUM UNIFORM m ! l \ ITEM REQUIRED/ ALLOWED PROPOSED $,. " \ / I ' ARCHITECT PRIOR TO CONSTRUCTION. 1'-4 I ` _.�� •._ 6 FOUNDATION DRAIN / 2. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL UNDERGROUND LOT AREA 20,000 SF MIN. 30,075 SF [ ... SEEPAGE RATE SEEPAGE RATE / 4-:BEDROOM HOME INV=311.2 I / f! UTILITIES WITH RESPECTIVE UTILITY COMPANY. r " • a• . _ 1 I (MIN./INCH) (MIN./INCH) l LOT FRONTAGE 75 MIN. 126.0' - , f T.W.=320l0' 3- REFER TO SITE PLAN DRAWINGS FOR EXISTING CONDITIONS = I _. _ LOT PERC TEST PERC RATE LOT PERC TEST PERC RATE I �. ,� \ INFORMATION, OTHER PROPOSED SITE FEATURES, AND EROSION LOT DEPTH N/A N/A � F.F.=32Y.0 � �, � � � i i / 1 � CONTROL MEASURES. 26, ......... (MIN./INCH) (MIN./INCH) B .F. =39 .0' ` M / \ 4. REFER TO ARCHITECTURAL DRAWINGS FOR DETAILED BUILDING LOT COVERAGE 20% MAX 8.44� NOTE: 1 32 18.05 10 13 15.29 O1 HATCHWAY G.F. 319.0 DIMENSIONS. FRONT YARD 40' MIN. 40.5' / \ 5. GRADE TO DRAIN AWAY FROM ALL BUILDINGS. 1. CONNECTICUT PRECAST CORP 3-OUTLET DISTRIBUTION BOX SHOWN FOR ILLUSTRATIVE 2 31 1s.4s 11 12 13.85 (/) PATIO 2 j4 /\ I ji 6. ROOF LEADERS SHALL DISCHARGE TO SPLASH BLOCKS AT GRADE. SIDE YARD 10' MIN. 28.4' PURPOSES. CONTRACTOR SHALL USE THIS PRODUCT OR APPROVED EQUAL. 3 30 17.09 12 11 22.62 z 7. SETBACK REQUIREMENTS BETWEEN BUILDINGS SHALL COMPLY WITH 0 / REAR YARD 20' MIN 152.1' 4 27 24.75 13 10 17.24 SOUTH WINDSOR ZONING REGULATIONS AND FIRE CODES. CONCRETE DISTRIBUTION BOX / ! �• / \ BUILDING HEIGHT 30' & 2-1/2 < 30' & 2-1/2 5 44 15.72 14 19 10.46 INV=314.70,` / / STORIES. MAX. STORIES N.T.S. / , I I \ 6 1 & 5 18.10 15 18 10.32 STREET TREE NOTES: *AVERAGE W 317 % �' / j 16 17 6.17 Ln ( �1� ' 1. ALL TREES SHALL BE HANDLED BY THE ROOT BALL AND NOT BY THE PROPOSED UNDERGROUND UTILITIES 7 2 574 17 22 10.40 ti 30LF - 6" SCH 40 PVC �a TRUNK OF THE TREE. 8 3 & 4 25.s7 ® 0.021 FT FT MINIMUM Eu Electric & Communications *AVERAGE 18 21 8.04 o� I / (MINIMUM) /`/ 2. ALL ROPE OR TWINE SHALL BE COMPLETELY REMOVED ONCE THE - - - - - - 1 - - - 316 - ! 77 J LOT 10' �, �n TREE HAS BEEN PLACED IN THE PLANTING AREA, BURLAP SHALL BE _Ws- 1 Domestic Water Supply g 4 & 40 s1.5o 19 20 8.76 d 64 / �: / -` r' Co ROLLED DOWN AND CUT OR TUCKED UNDER THE ROOT BALL. AVERAGE /&` T �c / 3. ANY WIRE BASKETS SHALL BE CUT AND THE UPPER 2/3 REMOVED GS Natural Gas 1,500 GALLON AFTER THE TREE IS PLACED IN THE PLANTING AREA. FD 6" PVC Foundation Drain THE FOLLOWING DEEP TEST PITS WERE WITNESSED BY HEATHER OATIS, f ! CONCRETE SEPTIC TANK 4. ALL TREES SHALL BE FRESHLY DUG WITHIN 30 DAYS OF DELIVERY TO REHS, HHS ENVIRONMENTAL HEALTH OFFICER OF THE TOWN OF SOUTH / TF: 316.0-316.5f THE PLANTING SITE. SS Sanitary Sewer WINDSOR AND DANIEL JAMESON, P.E., OF DESIGN PROFESSIONALS, INC. uj ¢ ' 314.6 PT'12 INV IN =314.07 / / 5. ALL TWINE, ROPE OR ANY OTHER OBJECTS AROUND THE ROOT BALL ' 90' X 90' BUILDABLE / INV OUT =313.82 /�P SHALL BE REMOVED. p SQUARE (TYPICAL) D-BOX \ `+ PT13 / 6. A PLANTING AREA OF TWO TIMES THE DIAMETER OF THE ROOT BALL MAP REFERENCES: LOT 11 / INV IN=313.56 �� PT 47LF - 4" SDR-35 PVC 7 / SHALL BE EXCAVATED. THE DEPTH OF THE EXCAVATION SHALL BE 1. PLAN ENTITLED "PROPERTY & TOPOGRAPHIC PLAN, 534 BARBER TEST PIT #67 (9/25/191 INV OUT=313.40 0 0.006 FT/FT / TWO INCHES LESS THAN THE OVERALL HEIGHT OF THE ROOT BALL AS HILL ROAD, SOUTH WINDSOR, CONNECTICUT" DATED 03/22/2019 0" - 16" TOPSOIL 0 zi m /�3 7P 65 MEASURED FROM THE ROOT FLAIR ON THE TRUNK TO THE BOTTOM OF PREPARED BY DESIGN PROFESSIONALS, INC. 16" - 22" YELLOW BROWN 10j I / THE ROOT BALL. LOAMY SAND 0 1 f # GLOTIMIPLACE � ) I / 7. ALL EXCAVATED MATERIAL SHALL BE DEPOSITED AT AN APPROVED 2. PLAN ENTITLED "CHESTNUT RIDGE OPEN SPACE SUBDIVISION 534 / ( 22" - 83" RED BROWN SAND W LOT 12 ! 30 075 SQ FT e / , SITE. BARBER HILL ROAD, SOUTH WINDSOR, CT PREPARED BY DESIGN WITH GRAVEL / 8. WHEN BACK FILLING TREES, GROWING MEDIUM SHALL BE WORKED IN ♦ + / I / 0.69 ACRES /�/ 1 / / TO AVOID ANY AIR POCKETS. CARE MUST BE TAKEN NOT TO PROFESSIONALS, INC., AND DATED JANUARY 10, 2020, AS AMENDED. Q / " COMPACT GROWING MEDIUM EXCESSIVELY. NO MOTTLING, NO WATER Z GEOMATRIX 24 GST6224 9. THE BEGINNING OF THE ROOT FLAIR SHALL BE SET TWO INCHES Q M f \ SURVEY NOTES, / 1 X 44 ROW N I f / 7P 7,79 ABOVE FINAL GRADE. TEST PIT #68 ('Z25/19) iJ d r o f Bottom of Chamber. 311.19 / �� I 10. WATER SHALL BE APPLIED AS SOIL CONDITIONS DICTATE. 1. THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULA77ONS OF O" - 18" TOPSOIL i 4S 7P 6 Pie Invert: 313.36 ( ( 11. ALL TREE TRUNKS SHALL BE FREE FROM ANY INJURY OR DAMAGE. CONNECncur STATE AGENCIES SEC77ONS 20-300b-1 THRU 20-.300e-20 AND 7H£ a t 1 P ` 0' - -�-� I .� - 12. ALL TREES SHALL HAVE A SINGLE CENTRAL DOMINANT LEADER. STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECncUT"'AS 18" - 28" YELLOW BROWN Y `y" ria` ry� N88'l6'1�E` 3 13. TREES SHALL NOT BE STAKED OR GUYED UNLESS DICTATED BY THE ADOPTED BY THE CONNECTTCUT ASSOCIATION OF LAND SURVEYORS, INC. ON LOAMY SAND r- � T TREE WARDEN. SEPTEMBER26, 1996. 28" - 77" RED BROWN SAND ~ `ig -L- '` 14. THE DEPTH OF ALL MULCH SHALL NOT EXCEED MORE THAN TWO WITH GRAVEL 0 0 J 314.4 v f r p~" v ' TYPE OF SURVEY/S AN IMPROVEMENT LOCATION SURVEY- PROPOSED - J W r V: *c; �t/!N r 4K INCHES. `Y�tttt1111J��,' _ _T AND IS INTENDED TO DEPICT THE LOCATION OF PROPOSED /MPROVEMEN7S / 1 (MATCH 15. ALL TAGS, �`• F CDNNfiC ' a 0 ' % EXISTING) f2 01 f S8876'100W -373.01' 16. NO RIBBONS, OR OTHER SHALL BE PERF MARKINGS SHALL BE ESS DIIRECTEDRBYOTHED TREE RELA77VE TO PROPERTY LINES NO MOTTLING, NO WATER `•�O,'N.�A�;,�Tj� o 314.2 WARDEN. 77I/S lS A RESURVEY BASED ON MAP REFERENCE r. Q�%��'� �`�O�•G w O TEST PIT 69 9 /25 19 MATCH � IRON PIN � 17. NO FERTILIZERS OR WATER POLYMERS SHALL BE APPLIED AT # ( / / � ( / PLANTING. • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS AND VERTICAL O" - 1 1" TOPSOIL 3 PL EXISTING) TO BE SET (TYP) / I ACCURACY MEETS'CLASS T-2 STANDARDS. 11" - 20" YELLOW BROWN 15' HEDGEROW / / LOAMY SAND 345 ' r TO MY KNOREDGE AND BELIEF, THIS MAP IS SUBSTAN77ALL Y CORRECT AS N07ED ` EASEMENT, TYP. / 20" - 85" RED BROWN SAND I 4CE SHEET N/F // - HERED ' WITH GRAVEL s _ S`7A7F OF CONNEC77CU VOL. 556 PAGE 3631 NO MOTTLING, NO WATER C P1 / 1 >2327 /�2 J i f� LAWRENCE R. GE/SSLER, JR., L.S. LTC. N0. �J r s LEGEND , . / / �loi EXISTING DESCRIPTION I EDGE OF / a / / y x o CL&P CO. lu BORINGS / o c~i .-40 I a EASEMENT I 1.0 m -- c >+b TP �� NN a 20y I I ,- wF BORING / TEST PIT LOCATION / • l• /" / / ,' .'. �. N v, II _ COMMUNICATION 3 m +uz t CX OVERHEAD COMM. LINES (CABLE, TEL, ETC.) ' �N o D -1< - - - cx- - - c„- APPROX. UNDERGROUND COMMUNICATION LINES CONTROL POINTS N87'48'0t•E / / a' / ;: . . . . / i y s 278.38' BENCHMARK '' LIL • . 40' F.Y. . . . . . . : . . . // / . �' _ _P DOMESTIC WATER - . . . . . . . . .� o WA EX B . . ./. . / + LL t - - - Mx- - - x- APPROX. WATER MAIN I / �,; / �� / / xF�313.•DS/^3�3.38 �` C LL z :' / / ' V..JGJ..6 18" NE � s - - - - - - - APPROX. WATER SERVICE I / / w( � _ EX. CB „ .- a ,., _- ... . . . . . .� ./ / !/ IN 309. 3(15"SW) SITE 'r n 7F 318.13 318.38 pd WATER VALVE � I .'� . � � � .� .IIVV�,30 .65(24 SE) FIRE HYDRANT /NI/313.83(6� . . . . . . . . /'� S). !. / . / / iu v LIGHTING ..•.•. ..... ....• 'INh312.93(15"'W).. . . . . . . �� ,.. ; . .j.- POLE MOUNTED LIGHT . . . . . . . . NATURAL GAS `0 . - . . . . . .:/.".. . . - °" GAS VALVE / / F �• / / L=369.104' LOCATION PLAN - - - Gx- - - Gx- APPROX. GAS MAIN / `.ar / �� A✓ . . . . . . y- Q o GSA - - APPROX. GAS SERVICE LINE �UND DRAIN -tsa ` ._..� _..._ jam �/ % . �. / �� / / POWER -UD - uo U° - - ' '� / �' / \ ft E ELECTRICAL LINES OVERHEAD `- / �' '� ' �� ` o � l� � / 1 1 15" H PE _ - / /'f . . . . . . ` N� �g � � $$d 5 I . . . . . . . . . g v - - - Eux - - - Eux - APPROX. ELECTRICAL LINES, UNDERGROUND7 / - a UTILITY POLE " ND S EX. . . . . . .� \ N I Ij Cj 15 / 3151Q 315,3 /� `� UTILITY POLE WITH LIGHT / --- 1 \ A,l� » i" � C W / 1N1�310.80(y ) �� UTILITY POLE WITH TRANSFORMER / 6" U DERD IN -� _ _ �pN .TNV 3'10. (15 NE) / PROPERTY / U° I'D - / . - PROPERTY LINE / / / CON,G� WALIc' EASEMENT LINE / / / d2Rii�2 .31 \ 4-0 O O IRON PIPE ,. . , . . . ; . ,:,,...-- """� . . L=89.05 . . r. / / L : O OIRON ROD r . .�. . . . . ,: �. ' _ �.-„..__......' . . . . .,✓ c1� I \ u. V O, ElMONUMENT ,�,' _. - ._.L.�, :.:�r.... _._... -..T-. INV.'311.68(fi) ',Yl ,DR/W • . . . . •�,,, I N0 uiL ca � ON IN J72•.4�(15 N)' --� a 10 G - 0 ROADS lNV ,311.03 . XJM ,. , l� \ �� C 2 c \O GUARD RAIL S87148'01"W o. Go n' a r U � 4 -a- OR v� SIGN 38.26' CONC. WALKS `` STREET TREE EASEMENT x 40 F Y. p 318.4 0 SITE FEATURES x318.s �-- � Q p •• • EDGE OF WATER x BARBED WIRE FENCE ---- 3 .3 -o • o •- CHAIN LINK FENCE J I 11. �' r 40' F.Y. 84• oo � vv RAIL FENCE I I CONC. PATIO -o 0 o n- 20' STOCKADE FENCE FOOTING DRAIN I WIRE FENCE S87• '01"w AC. PAD r EXISTING HOUSE 278. 4' x 31 •8 FF.•320.9' I W STONE WALL GAR FF.•318.8' S OR TREE FD ELEV 311.0 f �- ,.---- 25.9 � TREE LINE 20 5.3' Q U SANITARY SEWER 32 9, 4.0 W 1 Z - - - Sx- - - Sx- APPROX. SANITARY SEWER MAIN 1 �14 GEI3R/M PLACE W - - - Ssx - - - ssx - APPROX. SANITARY SEWER SERVICE LINE 4'X7' -''y - LOT 10 Z O SANITARY SEWER MANHOLE HATCHWAY DECK 51,521 ACRES FT I 1.18 ACRES � a O SEWER CLEAN OUT I I �j CONC. PATIO 9 o STORM SEWER I x317..5 FIRE PlT N APPROX. STORM DRAIN PIPE 5 I Lu Z ® STORM DRAIN MANHOLE 7F 314.96 31 I U 3 ® CURB INLET p TF.• 314.78 = ►v ►v INV: 313.93 470 GEDRIM PLACE O ❑o CATCH BASIN °' TOPOGRAPHY o o Q �: 0 30,075T SO FT 11 TANK N to NOTES. - -- 0.69 ACRES . 1. PROPERTY IS IN THE RR ZONE. - -95- -- - - CONTOUR Ll � .� cn 7F• 314.92 2. PARCEL CONTAINS 30,075 SQUARE FEET OR .65 ACRES , 6 GEDR/M PLACE INV 313.69 3. HORIZONTAL DA7UM IS BASED ON NAD83. VER77CAL DA7UM IS BASED ON m X61.95 SPOT ELEVATION LOT 12 NAVD88. 29,312 SO FT WETLANDS Ci 0.67 ACRES 4. PROPERTY DOES NOT FALL WITHIN 7HE LIMITS OF A FLOOD HAZARD ZONE A A WETLANDS LINE I AS DEPICTED ON: "FIRM FLOOD INSURANCE RATE MAP NUMBER 316 09003CO382F & 09003CO381F TOWN OF SOUTH W/NDSOR CONNEC77CUT } 9 I HARTFORD COUNTY COMMUNITY NUMBER 090036 EFFEC77VE DA IF. m r 912612008 FEDERAL EMERGENCY MANAGEMENT AGENCY FEDERAL INSURANCE ADMIN157RA 77ON. 5. UNDERGROUND UALITY, STRUCTURE AND FACILITY LOCATIONS DEP/C7ED AND NOTED HEREON HAVE BEEN COMPILED, IN PART, FROM RECORD co MAPPING SUPPLIED BY THE RESPEC77VE U77LITY COMPANIES OR GOVERNMENTAL AGENCIES, FROM PAROL 7ES77YONY AND FROM OTHER o DBOX SOURCES THESE LOCATIONS MUST BE CONSIDERED AS APPROXIMATE IN N NA 7UlRE. ADD/77ONALL Y, OTHER SUCH FEA 75RES MA Y EXIST ON THE SI7F THE EXISTENCE OF WHICH ARE UNKNOWN TO DESIGN PROFESSIONALS, INC. 4" PVC THE SIZE, LOCA77ON AND EXISTENCE OF ALL SUCH FEATURES MUST BE z INV 313.34 FIELD DETERMINED AND SERIF/ED BY THE APPROPRIATE AU77�OR/77ES PR/OR TO CONS7RUCT/ON. O 6. CONTRACTOR SHALL CONTACT "CALL BEFORE YOU DIG" FOR UNDERGROUND (n SEPTIC UTILITY MARKING A T LEAST TWO FULL WORKING DA YS PRIOR TO START OF I CONSTRUCTION: 1-800-922-4455 OR WWW.CBYD.COM. W J I � I „ I HEDGE ROW EASEMENT MAP REFERENCES. 01 lNV 313. C I 20' R.Y. 1. CHESTNUT RIDGE OPEN SPACE SUBDIVISION U77LITY PLAN 534 BARBER HILL N , p f ROAD SOUTH W/NDSOR, CONNEC77CUT GIS ,�07800534 DA TE,•1/1 012 0 2 0 20 R. Y. J REVISIONS- 412212021 SCALE- 1'-40'PREPARED BY DESIGN 20' R. Y. _ - -- PROFESSIONALS, INC. O Z O N8876'10"E �- v J f� 125.000 SURVEY NOTES Q THIS SURVEY AND MAP HAS BEEN PREPARED PURSUANT TO THE REGULA77ONS OF -s CONNEC17CUT STATE AGENCIES SEC77ONS 20-300b-1 THRU 20-300b-20 AND THE O "STANDARDS SUGGESTED METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE STATE OF CONNECT/CUr AS ADOPTED BY THE CONNECTICUT ASSOCIA770N OF LAND W SURVEYORS, INC. ON AUGUST 29, 2019. �i Q W N �$ • TYPE OF SURVEY IS AN IMPROVEMENT LOCA770N SURREY - RECORD AND IS W cc INTENDED TO DEPICT THE LOCA77ON OF IMPROVEMENTS RELA77VE TO PROPERTY ' Q NIF LINES. 0 > i2 STATE OF CPAGE J63 . THIS IS A RESUftEY BASED ON REFERENCED MAP. �' 0 W VOL. 556 PAGE 363 i • HORIZONTAL ACCURACY MEETS CLASS A-2 STANDARDS. VER77CAL ACCURACY J C m MEETS CLASS V-2 STANDARDS. TOPOGRAPHICAL ACCURACY MEET' CLASS T-2 a" OF CON STANDARDS. STANDARDS. � cyl MYAKNOWLEDGE AND BELIEF, THIS MAP/S SUBSTAN77ALLY CORRECT AS N07FD SHEET * ero.12327 (��/L.��B�y0R, AWRENCE R. GE/SSLER, ✓R., L.S. V�l O BUPI 6/15/2021 (�wN 3E�c 0 ` mx�� Town of South Windsor Building Department Plumbing Permit: PLMB-21-88 APPLICANT NAME: Piro Ndoci EMAIL ADDRESS: londollc@gmail.com ADDRESS: 512 Hazard Ave Enfield, CT 06082 LOCATION ADDRESS: 10 GEDRIM PL South Windsor CT 6074 OWNER: 0 DESCRIPTION OF WORK: Plumbing for 4 bathrooms, kitchen,laundry room; Gas piping for furnace,water heater and stove May 7, 2021 BUILDING OFFICIAL DATE SIGNED —ALL WORK TO BE DONE IN ACCORDANCE WITH THE APPLICATION AND PLANS APPROVED BY THE BUILDING DEPARTMENT— PERMIT ONLY VALID IF SIGNED BY BUILDING OFFICIAL" 1!1