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HomeMy WebLinkAboutSingle Family Residence TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2005-0320 Date: 22-Jun-05 Map/Lot: 035/008-000 Owner ID: 53000 Project Location: 6 ALLISON'S WAY Unit: Job Description: Single Family Residence Owner Name: Joseph M Solesky Tenant Name: N/A Careof: PO Box 403 Colchester CT 06415- Telephone: Contractor Name: Property Owner Telephone: (860)705-4081 DBA: Lic/Reg Type: NHC Lic/Reg No: 9483 Exp Date: 30-Sep-05 Construction Value Permit Fees Construction Information Building Value: $188;110.00 Building Fee: $1,512.00 Use Group: R-4 Plumbing Value: $15,885.00 Plumbing Fee: $128.00 Code: 1999 State Building Code Mechanical Value: $11,256.00 Mechanical Fee: $96.00 w/2004 Amendment Electrical Value: $9,293.00 Electrical Fee: $80.00 Construction Type: 5B Total Value: $224,544.00 Penalty Fee: $0.00 Permit Code: R2 C of 0 Fee: $25.00 Comments: Plan Review Fee: $181.60 State Ed Fee: $35.93 Total Fee: $2,058.53 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING MECHANICAL ELECTRICAL PERMIT INSPECTIONS ❑d Footing - Prior to pouring concrete W R Plumbing and leak test Deck Piers ❑d R Electrical ❑d Backfill - Footing drains and waterproofing ❑d Elec Trench - with conduit installed Fv~ Concrete Slab - Prior to pouring concrete ❑ Pool Bonding W Anchor Bolts - with sill plate and prior to floor framing W Electrical Service CRS No: 0 F%-%'] Framing 0 R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑d Fireblocking Draftstopping IN P ION REQUIRED UPON COMPLETION W Insulation ❑ C rtifc of Approval ificate of Occupancy Building Official's Approval: Town of Montville Building Department Residential Plan Review Form Date: A![ 3/~ZooS Job Address: A L L1 S o lJ t~ j Job Description: /yEG,1 51~- The following information must be included on both sets of plans or accompanying documents (two sets are required) (C.G.S. 29-252a.) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application, nor is it meant to take the place of the building code. Your application is beine rejected for the following reason(s) that are checked-off or commented on: Supporting Documentation Retaining Walls Windows & Doors Building permit application not completed Plans required Door and window sizes G~ Permit fee Documents required to be stamped and signed by a Emergency escape & rescue opening required in Permit fee to be calculated f CT registered Professional Engineer the basement or two code compliant stairs Worker's conga. Affidavit or worker' comp. Foundation Plan (8310.1) Insurance required Plans required Indicate required light (8% of floor area per room) Contractor's registration or license Dimensions and ventilation (4% of floor area per room) for Co ction permit sign-off sheet with approvals Wall thickness each habitable room or space required Footing sizes Indicate safety glazing in areas required such as: all documentation to show compliance Column footings - size doors, windows, tub & shower enclosures, etc. with the 2003 International Energy Conservation Frost protection not indicated or insufficient Indicate bedroom egress windows (5.7 sf net clear Code (www.energycodes.gov) Foundation - indicate the assumed soil conditions opening, 24" clear opening height, 20" clear Street address of project on all drawings and opening width) that the system has been designed for. or provide documents required engineering data. If presumptive soil conditions Egress window sill height Field set of approved plans need to be picked up Window and door header sizes from our office cannot be met provide soil bearing engineering data Window well details Two sets of construction documents required, this Concrete strength - foundation, floors, exterior Garage includes engineering data, calculations, and other porches, walks, slabs Plans required documentation Vapor barrier between sub-grade and concrete Minimum 5/8" Type X gypsum board separation Wind Limitations Design Criteria basement floor required (on garage side) to all living spaces - all Submit supporting data to show conformance with Floor thickness and control joint location combustible support framing to be covered with the wind limitations (3 second gust Q 115 mph) Lally column size, attachment and spacing minimum 5/8" Type X gypsum board if it supports G~ Design publication needs to be identified (WFCM, Waterproofing details habitable morns chapter 3, WFCM, chapter 2, ASCE 7-2002) Fireplace/chimney base Openings between the garage and residence Documents required to be stamped and signed by a Concrete piers and anchor details required to have a minimum 13/8" solid wood CT registered Professional Engineer Foundation drainage door, 13/8" solid core steel door, 13/8" Shearwalls not identified or insufficient Beam pockets - minimum clearances honeycomb core steel door, or 20 minute rated Ridge connection not identified or insufficient Engineered foundation plan required door from the garage to the house and its basement Roof-to-wall connection not identified or or attic insufficient Crawl Spaces Indicate self-closing devices on all doors from Wall-to-wall connection not identified or garage to the house and its basement or attic insufficient Crawl space data -clearance to joists, slab thickness (if provided), vapor barrier Indicate slope for garage floor e* X Wall-to-sill connection not identified or Crawl space ventilation, location, type and size Elevations insufficient Crawls ace access, location and size Plans required Provide engineering data for the piers to resist Type of siding gravity, lateral, shear and uplift loads, stamped and Floor plan(s) Type of rooting signed by a CT licensed design r professional Plans required Y Finish grades Hold-down devices, location and type not Construction documents shall be of sufficient identified or insufficient clarity to indicate the Jocation nature and extent of Building heights Foundation anchor spacing not identified or the work proposed (R106.1.1) Dimension height of chimney above roof insufficient Construction documents, are to match the Roof pitches Construction documents do not match the orientation on the site plan reversed plans are not Elevations to match site grading engineering data submitted acd.eptable, a full plan review cannot be Building Section(s) & Details Cold-formed steel framing shall be designed in performed with the submitted documentation Plans required accordance with COFS/PM-2001 edition Construction documents are incomplete or un- Floor-to-floor heights Site plan clear, a full plan review can not be performed with Flashing detail - windows and doors - type, the submitted documentation material Plans required Basement floor plan required Additional sections and details required Plan does not match building plans Second floor plan required Fire-resistance rating details required for exterior Finish floor elevation 'Dimensions wall(s) Property lines not provided Finish floor elevation Wall/ceiling fireblockin detail Distance from property line to structure Kitchen layout Stairs Structure dimensions Bathroom layout and space clearances Star not shown on basement plan Driveway Ceiling heights Topography (existing and proposed) Riser height not indicated Attic access location and size not indicated or Tread depth not indicated Footing drain inverts, outlet and separation insufficient Proposed utilities to be indicated Attic access cannot be in a closet Nosing required for closed risers Delineation of flood hazard areas and design flood Identify the use of each room Handrail required on at least on side of the stair elevation required (8106.1.3) Stair to be minimum 36" in width above the Private sewage disposal system to be identified on handrail height the plan (R106.2.1) Handrails and guardrails - detail, including height Grading is to slope away from the building, and maximum opening, handrail cross-section, provide more details continuity and required returns Deck/porch not shown Show minimum headroom in stairways - Plan must be the same as submitted and approved measured from nosing plane to lowest point of by the Zoning Department and Uncas Health, (if ceiling applicable) 36" landing required at the bottom of the stairs A =Alr B =Basement P,_ Hof S =Site 1 'First Efoor 2 =SecondEloor 3 =7fiirdFloor 4? i.sedApri[5, 2005 Town of Montville Building Department 36" landing required at the top of the stairs Ridge beam, rafters are to bear on top of beam or Townhouse Separation (8317.2) Provide detailed plans for stairs bear on ledger strip Walls Ridge beam supports One-hour rated assembly must have a listing for Sheathing type and thickness Valley rafters - provide engineering data exposure from both sides (two walls) Common wall assembly must be 2-br fire- Stud size andspacing, species and grade Valley rafter support Sheathing - size, thickness, a Ventilation-ridge, gable, soffit resistance rated and listed type Mechanical equipment, ducts or vents not allowed Siding, material, e, style - underla ent per Provide minimum net ventilation data tYP Ym P in common wall mf Roof sheathing - type, size, thickness Electrical penetration detail required for common Collar ties - size, placement, spacing Framing plans wall Roof covering - shingles - type, nailing, provide Common wall shall be continuous from the Plans required proper underlayment - show interior horizontal foundation to the underside of the roof sheathin Bearing partitions not identified or unclear distance of double underlayment at cave, etc. $ Direction of framing Overhang detail Each individual unit shall be structurally Beam spans, size, species, grade Provide engineering data for all roof trusses - independent Framed openings Parapet required or the roof decking or sheathing Joists -species and grade, size, direction, and (truss drawings must be signed and sealed by a is of noncombustible materials or approved fire Connecticut Licensed Professional Engineer) retardant wood for 4 ft on each side of the wall(s) spacing (required prior to installation) must be designed to Joists over-spanned ASCE 7-02 Electrical Plan(s) Headers over-spanned Plans required Joist hangers for flush framing conditions or Decks/Porches Panel location(s) with main size aired ledger Plans required Wiring means and method not identified or Beams over-spanned Dimensions required insufficient Provide design data for all unaligned wall and Joists - size, span, spacing, direction, species and gn Meter socket location floor bearing points. grade Receptacle locations need to be identified Indicate location of all point loads Ledger-show attachment and flashing to house GFCI outlet locations need to be identified Cantilevered framing less than 18" to grade to be Decking material and size Lights and switches need to be identified pressure treated or decay resistant Beam - design data if required Smoke alarms shall be installed in each sleeping Engineering data for steel beams, must be stamped Beams - size, span, spacing, direction, species and room, outside each separate sleeping area in the and signed by a CT registered design professional grade immediate vicinity and on each additional story of Engineering data for LVL's and similar products Posts - size, material, and height the dwelling, including basements Engineering data for I-Jjoists Piers - size, material, depth below grade Load calculations required Loadbearin walls not indicated Provide engineering data for the piers to resist $ Whirlpool tub/hydromessage tub disconnect Design loads not indicated or insufficient: gravity, lateral, shear and uplift loads, stamped and ficient: location not identified signed by a CT licensed design professional Mechanical plan(s) Ceiling Indicate joist hangers at flush framing and ledger $ Plan(s) Stair, handrails, and guardrails details Plans required Plans required Joists over-spanned Dryer vent Ceiling joists -plan required for geometry Heating, ventilation, and air conditioning plant Ceiling joists - spacing, span, direction, species Beam over-spanned locations and grade Combustion air requirements Ceiling joists required to support minimum 30 psf Hei ht of deck above adjacent grade Type of heat (oil, gas, elec) live load Heat loss/gain calculations Ceiling joists over-spanned Chimneys and Fireplaces Input ratin of fumace/boiler Indicate clearance of masonry to combustible Gas Systems Roof P►an framing materials and clearance from fireplace (s) opening to finished trim Plans required Plans required Show data for mechanical flue sizing LP tank location and size Rafters pitch, spacing, span, species, and grade Show exterior combustion air source Trench depth Provide framing details of trayed/vaulted ceilings Flue sizes Plumbing plan(s) Provide detail of cathedral ceiling structure and Manufactures data and installation instructions for Plans required venting metal fireplaces Building trap location Indicate connection of lower chord of roof trusses Dimension height of chimne above the roof Sewer location and ceiling joists to the top plates and wall studs. Two-Family Dwelling Unit Separation (R317.1) Domestic water location Calculate roof tie-down sizes for wind conditions Manufacturers data for whirl Show framing for gables in cathedral ceiling Separation by 1-hr fire-resistance construction, Pools, comer tubs, & construction provide a listed assembly larger tubs Roof rafters over-spanned Rated wall and/or floor assemblies shall be tight Water heater size, type, and location against exterior walls and to the underside of the Input rating of hot water heater Ridge strapping required roof sheathing, provide more detail Ridge beam, engineering data required Supporting construction shall have an equal or greater fire-resistive rating, provide details Comments: Z1- IWis 221,520 ~~FSEQ o~ ASS 7-02- 09- t.JEC~1 Gl~!~Pra~L Z fPL ~Ji~s di g fficial A =Alf B =Basement `$=&Of S =Site 1 ='First Efoor 2 =SecondTlocr 3 = 274rdFlaor &vUedApri(5, 2005 Town of Montville ; ^ ; Fr~~12 ~//~~5 Building Department Residential Plan Review Form Date: MAY 6 Zoe, 5 Job Address: /y A1_U co fil s LJA!: Job Description: _X2 (Z/2l 5r- I? The following information must be included on both sets of plans or accompanying documents (two sets are required) (C.G.S. 29-252a.) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application, nor is it meant to take the place of the building code. Your application is being reiected for the following reason(s) that are checked-off or commented on: Supporting Documentation Retaining Walls Windows & Doors Building pME) mpleted Plans required Door and window sizes emut fee Documents required to be stamped and signed by a Emergency escape & rescue opening required in Pemut feeG'c,l/ CT registered Professional Engineer the basement or two code compliant stairs Worker's comp. Affidavit or worker' comp. 1% Foundation Plan (8310.1) Insurance required Plans required Indicate required light (8% of floor area per room) Copy Contractor's registration or license Dimensions and ventilation (4% of floor area per room) for onstruction permit sign-off sheet with approvals Wall thickness each habitable room or space required Footing sizes Indicate safety glazing in areas required such as: Provide all documentation to show compliance Column footings - size doors, windows, tub & shower enclosures, etc. with the 2003 International Energy Conservation Frost protection not indicated or insufficient Indicate bedroom egress windows (5.7 sf net clear Code (www.energycodes.gov) Foundation- indicate the assumed soil conditions opening, 24" clear opening height, 20" clear Street address of project on all drawings and opening width) that the system has been designed for or provide documents required Egress window sill height engineering data. If presumptive soil conditions Field set of approved plans need to be picked up Window and door header sizes cannot be met, provide soil bearing engineering from our office data Window well details Two sets of construction documents required, this Concrete strength - foundation, floors, exterior Garage includes engineering data, calculations, and other porches, walks, slabs Plans required documentation Vapor barrier between sub-grade and concrete Minimum 5/8" Type X gypsum board separation Wind Limitations Design Criteria basement floor required (on garage side) to all living spaces - all bruit supporting data to show conformance with Floor thickness and control joint location combustible support framing to be covered with e wind.limitations (3 second gust @ 115 mph) Lally column size, attachment and spacing minimum 5/8" Type X gypsum board if it supports Design publication needs to be identified (WFCM, Waterproofing details habitable rooms chapter 3, WFCM, chapter 2, ASCE 7-2002) Fireplace/chimney base Openings between the garage and residence Documents required to be stamped and signed by a Concrete piers and anchor details required to have a minimum 1 3/8" solid wood CT registered Professional Engineer Foundation drainage door, 13/8" solid core steel door, 13/8" Shearwalls not identified or insufficient Beam pockets - minimnro clearances honeycomb core steel door, or 20 minute rated Ridge connection not identified or insufficient Engineered foundation plan required door from the garage to the house and its basement Roof-to-wall connection not identified or or attic insufficient Crawl Spaces Indicate self-closing devices on all doors from Wall-to-wall connection not identified or garage to the house and its basement or attic insufficient Crawl space data clearance joists, slab Indicate slope for garage floor Wall-to-sill connection not identified or thickness e provided), vapor barrier Crawl space ventilation, location, type and size Elevations insufficient Provide engineering Crawls ace access, location and size Plans required data for the piers resist Floor plan(s) Type of siding gravity, lateral, shear and uplift loads, st stamped and Type of roofing signed by a CT licensed design professional Plans required Hold-down devices, location and type not Construction documents shall be of sufficient Finish grades identified or insufficient clarity to indicate the location, nature and extent of Building heights Foundation anchor spacing not identified or the work proposed (R106.1.1) Dimension height of chimney above roof insufficient Construction documents are to match the Roof pitches Construction documents do not match the orientation on the site plan reversed plans are not Elevations to match site grading engineering data submitted acceptable, a full plan review can not be Building Section(s) & Details Cold-formed steel framing shall be designed in performed with the submitted documentation Plans required accordance with COFS/PM-2001 edition Construction documents are incomplete or un- Floor-to-floor heights Site plan clear, a full plan review can not be performed with Flashing detail - windows and doors - type, the submitted documentation material Plans required Basement.floor plan required Additional sections and. details required Plan does not match building plans Second floor plan required Fire-resistance rating details required for exterior Finish floor elevation Dimensions wall(s) Property lines not provided Finish floor elevation Wall/ceiling-freblocking detail Distance from property line to structure - Kitchen layout Stairs Structure dimensions Bathroom layout and space clearances Driveway Ceiling heights Stair not shown on basement plan Topography (existing and proposed) Attic access location and size not indicated or Ricer height not indicated Footing drain inverts, outlet and separation insufficient Tread depth not indicated Proposed utilities to be indicated Nosing required for closed risers Attic access cannot be in a closet Handrail required on at least onside of the stair Delineation of flood hazard areas and design flood Identify the use of each room elevation required (R106.1.3) Stair to be minimum 36" in width above the Private sewage disposal system to be identified on handrail height the plan (RI06.2.1) Handrails and guardrails - detail, including height Grading is to slope away from the building, and maximum opening, handrail cross-section, provide more details continuity and required returns Deck/porch not shown Show minimum headroom in stairways - Plan must be the same as submitted and approved measured from nosing plane to lowest point of by the Zoning Department and Uncas Health, (if ceiling applicable) 36" landing required at the bottom of the stairs A =ACC B = Basement TZ ='(gof S = Site 1 = First rFloer 2 =Second Efoor 3 = 2Tiird Tloor TeviserdApri[S, 2005 Town of Montville Building Department 36" landing required at the top of the stairs Ridge beam, rafters are to bear on top of beam or Townhouse Separation (8317.2) Provide detailed plans for stairs bear on ledger strip One-hour Walls Ridge beam supports exposure e rated from both sides assembly must have a listing for Valley rafters - provide engineering data exposu (two walls) Sheathing type and thickness Coirmton wall assembly must be 2-hr fire- Stud size and spacing, species and grade Valley rafter support resistance rated and listed Sheathing size, thickness, type Ventilation - ridge, gable, soffit Provide minimum net ventilation data Mechanical equipment ducts or vents not allowed Siding, material, type, style - underlayment per in common wall mfg. Roof sheathing - type, size, thickness Electrical penetration detail required for common Collar ties - size, placement, spacing Framing plans wall Roof covering -shingles -type, nailing, provide Common wall shall be continuous from the Plans required proper underlayment - show interior horizontal foundation to the underside of the roof sheathing Bearing partitions not identified or unclear distance of double underlayment at eave, etc. Direction of framing Each individual unit shall be structurally Beam s size, species, de Overhang detail independent pans, p ~ Provide engineering data for all roof trusses - Framed openings (truss drawings must be signed and sealed by a is Parapet required noncombustible the materials or decking r sheathing Joists - species and de, size, direction, and approved fire ~ Connecticut Licensed Professional Engineer) retardant wood for 4 ft on each side of the wall s spacing (required prior to installation) must be designed to Joists over-spanned ASCE 7-02 Electrical Plan(s) Headers over-spanned Decks/Porches Plans required Joist hangers for flush framing conditions or Plans required Panel location(s) with main size ledger Wiring means and method not identified or , Dimensions required Beams over-spanned insufficient Joists - size, span, spacing, direction, species and Provide design data for all unaligned wall and Meter socket location. floor bearing points. grade Receptacle locations need to be identified Indicate location of all point loads Ledger - show attachment and flashing to house GFCI outlet locations need to be identified Cantilevered framing less than 18" to grade to be Decking material and size Lights and switches need to be identified pressure treated or decay resistant Beam - design data if required Smoke alarms shall be installed in each sleeping Beams - size, span, spacing, direction, species and Engineering data for steel beams, must be stamped room, outside each separate sleeping area in the and signed by a CT registered design professional grade immediate vicinity and on each additional story of Engineering data for LVL's and similar products Posts - size, material, and height the dwelling, including basements Piers - size, material, depth below grade Engineering data for I -joists Load calculations required Provide engineering data for the piers to resist Loadbearing walls not indicated Whirlpool tub/hydromessage tub disconnect Design loads not indicated or insufficient: gravity, lateral, shear and uplift loads, stamped and location not identified signed by a CT licensed design professional Mechanical plan(s) Ceiling Plan Indicate joist hangers at flush framing and ledger g (s) Stair, handrails, and guardrails details Plans required Plans required Joists over-spanned Dryer vent Ceiling joists - plan required for geometry Heating, ventilation, and air conditioning plant Ceiling joists - spacing, span, direction, species Beam over-spanned locations and grade Combustion air requirements Ceiling joists required to support minimum 30 psf Height of deck above adjacent grade Type of heat (oil, gas, elec) live load Heat loss/gain calculations Ceiling joists over-spanned Chimneys and Fireplaces Input rating of furnace/boiler Indicate clearance of masonry to combustible framing materials and clearance from fireplace Gas Systems Roof Plan(s) opening to finished trim Plans required Plans required Show data for mechanical flue sizing LP tank location and size Rafters - pitch, spacing, span, species, and grade Show exterior combustion air source Trench depth Provide framing details of trayed/vaulted ceilings Flue sizes Plumbing plan(s) Provide detail of cathedral ceiling structure and Manufactures data and installation instructions for Plans required venting metal fireplaces Building trap location Indicate connection of lower chord of roof trusses Dimension height of chimney above the roof Sewer location and ceiling joists to the top plates and wall studs. Two-Family Dwelling Unit Separation (R317.1) Domestic water location Calculate roof tic-down sizes for wind conditions Manufacturers data for whirlpools, comer tubs, & Show framing for gables in cathedral ceiling Separation I- fire-resistance construction, construction provide a listed assembly larger tubs Roof rafters over-spanned Rated wall and/or floor assemblies shall be tight Water heater size, type, and location against exterior walls and to the underside of the Input rating of hot water heater Ridge strapping required roof sheathing, provide more detail Ridge beam, engineering data required Supporting construction shall have an equal or greater fire-resistive rating, provide details Comments: 71~olL cN Ia .S J + Z wit-t- A4 AV'& ue,J r1=T 1-V C) dZU D V d' Td W /N y ✓ a - Zo T N~,vGr A LAeK 1-0/00 ar= 3v PIP Building Official .A =Aff B = Basement R= Roof S =Site 1 ='F'irst Floor 2 =Second 'Floor 3 =Viird'Floor Revised gpnl5, 2005 Town of Montville Building Department Residential Plan Review Form Date: Hr L S),2_00_-6' Job Address: ,At~/SO/~ 3` 1 AIA Job Description: NG W ~C~ The following information must be included on both sets of plans or accompanying documents (two sets are required) (C.G.S. 29-252a.) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application, nor is it meant to take the place of the building code. Your application is beine reiected for the following reason(s) that are checked-off or commented on: Supporting Documentation Retaining Walls Windows & Doors Building permit application not completed Plans required Door and window sizes Permit fee $ Documents required to be stamped and signed by a Emergency escape & rescue opening required in Permit fee to be calculated CT registered Professional Engineer the basement or two code compliant stairs Worker's comp. Affidavit or worker' comp. Foundation Plan (8310.1) Insurance required Plans required Indicate required light (8% of floor area per room) Copy Contractor's registration or license Dimensions and ventilation (4% of floor area per room) for Construction permit sign-off sheet with approvals Wall thickness each habitable room or space required Footing sizes Indicate safety glazing in areas required such as: Provide all documentation to show compliance Column footings - size doors, windows, tub & shower enclosures, etc. n-y--F---- with the 003 InteraAo al nerev Conservation Frost protection not indicated or insufficient Indicate bedroom egress windows (5.7 sf net clear Code energycodes.gov) Foundation -indicate the assumed soil conditions opening, 24" clear opening height, 20" clear Street address of project on all drawings and opening width) that the system has been designed for or provide documents required Egress window sill height engineering data. If presumptive soil conditions Field set of approved plans need to be picked up cannot be met, provide soil bearing engineering Window and door header sizes from our office data Window well details Two sets of construction documents required, this Concrete strength - foundation, floors, exterior Garage includes engineering data, calculations, and other porches, walks, slabs Plans required documentation Vapor barrier between sub-grade and concrete Minimum 5/8" Type X gypsum board separation Wind Limitations Design Criteria basement floor required (on garage side) to all living spaces - all Submit supporting data to show conformance with Floor thickness and control joint location combustible support framing to be covered with the wind limitations (3 second gust @ 115 mph) Lally column size, attachment and spacing minimum 5/8" Type X gypsum board if it supports Design publication needs to be identified (WFCM, Waterproofing details habitable rooms chapter 3, WFCM, chapter 2, ASCE 7-2002) Fireplace/chimney base Openings between the garage and residence Documents required to be stamped and signed by a Concrete piers and anchor details required to have a minimum 13/8" solid wood CT registered Professional Engineer Foundation drainage door, 13/8" solid core steel door, 13/8" Shearwalls not identified or insufficient Beam pockets - minimum clearances honeycomb core steel door, or 20 minute rated Ridge connection not identified or insufficient Engineered foundation plan required door from the garage to the house and its basement Roof-to-wall connection not identified or or attic insufficient Crawl Spaces Indicate self-closing devices on all doors from insufficient wall connection not identified or Crawl space data - clearance to joists, slab garage to the house and its basement or attic Indicate slope for garage floor Wall-to-sill connection not identified or thickness (if provided), vapor barrier insufficient Crawl space ventilation, location, type and size Elevations Provide engineering data for the piers to resist Crawls ace access, location and size Plans required gravity, lateral, shear and uplift loads, stamped and Floor plan(s) Type of siding signed by a CT licensed design professional Plans required Type of roofing Hold-doom devices, location and type not Construction documents shall be of sufficient Finish grades identified or insufficient clarity to indicate the location, nature and extent of Building heights Foundation anchor spacing not identified the work proposed (R106.1.1) Dimension height of chimney above roof or insufficient Construction documents are to match the Roof Pitches Construction documents do not match the orientation on the site plan reversed plans are not Elevations to match site grading engineering data submitted acceptable, a full plan review can not be Building Section(s) & Details Cold-formed steel framing shall be designed in performed with the submitted documentation Plans required accordance with COFSIPM-2001 edition Construction documents are incomplete or un- Floor-to-floor heights Site plan clear, a full plan review can not be performed with Flashing detail - windows and doors - type, the submitted documentation material Plans required Basement floor plan required Additional sections and details required Plan does not match building plans Second floor plan required Fire-resistance rating details required for exterior Finish floor elevation Dimensions wall(s) Property lines not provided Famish floor elevation Wall/ceiling fireblocking detail Distance from property line to structure Kitchen layout Stairs Structure dimensions Bathroom layout and space clearances Driveway Ceiling heights Stair not shown on basement plan Topography (existing and proposed) Riser height not indicated Attic access location and size not indicated or Tread depth not indicated Footing drain inverts, outlet and separation insufficient Nosing required for closed risers Proposed utilities to be indicated Attic access carrot be in a close[ g Delineation of flood hazard areas and design flood Handrail required on at least on side of the stair elevation required (R106.1.3) Identify the use of each room Stair to be minimum 36" in width above the Private sewage disposal system to be identified on handrail height the plan (RI06.2.1) Handrails and guardrails - detail, including height Grading is to slope away from the building and maximum opening, handrail cross-section, provide more details continuity and required returns Deck/porch not shown Show minimum headroom in stairways - Plan must be the same as submitted and approved measured from nosing plane to lowest point of by the Zoning Department and Uncas Health, (if ceiling applicable) 36" landing required at the bottom of the stairs A =All B = Basement R.= Roof S =Site 1 = First Floor 2 =Second Floor 3 =7Tird7Coor Revised April S, 2005 Town of Montville Building Department 36" landing required at the top of the stairs Ridge beam, rafters are to bear on top of beam or Townhouse Separation (8317.2) Provide detailed plans for stairs bear on ledger strip One-hour rated assembly must have a listing for Wails Ridge beam supports exposure from both sides (two walls) Sheathing and thickness Valley rafters -provide engineering data type Common wall assembly must be 2-hr fire- Stud size and spacing, species and de Valley rafter support grade resistance rated and listed Sheathing size, thickness, Ventilation - ridge, gable, soffit type Provide minimum net ventilation data Mechanical equipment ducts or vents not allowed Siding, material, type, style - underlayment per in common wall mfg. Roof sheathing - type, size, thickness Electrical penetration detail required for common Framing plans Collar ties - size, placement, spacing wall Plans required Roof covering - shingles - type, nailing, provide Common wall shall be continuous from the proper underlayment - show interior horizontal foundation to the underside of the roof sheathin Beating partitions not identified or unclear distance of double underlayment at eave, etc. g Direction of framing Each individual unit shall be structurally Beam spans, size, species, grade Overhang detail independent Provide engineering data for all roof trusses - Parapet required or the roof deckin or sheathing (truss drawings must be signed and sealed by a is of noncombustible materials or a roved fire Joists - species and grade, size, direction, and PP Connecticut Licensed Professional Engineer) retardant wood for 4 ft on each side of the wall(s) spacing (required prior to installation) must be designed to Joists over-spanned ASCE 7-02 Electrical Plan(s) Headers over-spanned Decks/Porches Plans required Joist hangers for flush framing conditions or CJ~ Panel location(s) with main size ledger Plans required Wiring means and method not identified or Beams over-spanned Dimensions required insufficient Provide design data for all unaligned wall and Joists - size, span, spacing, direction, species and gn Meter socket location floor bearing points. grade Receptacle locations need to be identified Indicate location of all point loads Ledger- show attachment and flashing to house GFCI outlet locations need to be identified Cantilevered naming less than IS" to grade to be Decking material and size Lights and switches need to be identified pressure treated or decay resistant Beam - design data if required Smoke alarms shall be installed in each sleeping Engineering data for steel beams, must be stamped Beams - size, span, spacing, direction, species and zoo outside each separate sleeping area in the and signed by a CT registered design professional grade immediate vicinity and on each additional story of Engineering data for LVL's and similar products Posts - size, material, and height the dwelling, including basements Engineering data for I -joists Piers - size, material, depth below grade Loadbear' walls not indicated Provide engineering data for the piers to resist Load calculations required Design loads not indicated or insufficient: gravity, lateral, shear and uplift loads, stamped and Whirlpool tub/hydromessage tub disconnect location not identified signed by a CT licensed design professional Indicate joist hangers at flush framing and ledger Mechanical plan(s) Ceiling Plan(s) Stair, handrails, and guardrails details Plans required Plans required Joists over-spanned Dryer vent Ceiling joists - plan required for geometry Heating, ventilation, and air conditioning plant Ceiling joists - spacing, span, direction, species Beam over-spanned locations and grade Combustion air requirements Ceiling joists required to support minimum 30 psf Height of deck above adjacent grade Type of heat (oil, gas, elec) live load Heat loss/gain calculations Ceiling joists over-spanned Chimneys and Fireplaces Input rating of fumace/boiler Indicate clearance ofmasonry to combustible framing materials and clearance from fireplace Gas Systems Roof Plan(s) opening to finished trim Plans required Plans required Show data for mechanical flue sizing LP tank location and size Rafters - pitch, spacing, span, species, and grade Show exterior combustion air source Trench depth Provide framing details of trayed/vaulted ceilings Flue sizes Plumbing plan(s) Provide detail of cathedral ceiling structure and Manufactures data and installation instructions for Plans required venting metal fireplaces Building trap location Indicate connection of lower chord of roof trusses Dimension height of chimney above the ioof Sewer location and ceiling joists to the top plates and wall studs. Two-Family Dwelling Unit Separation (8317.1) Domestic water location Calculate roof tie-down sizes for wind conditions Show framing for gables in cathedral ceiling Separation by Wit fire-resistance construction, C~) Manufacturers data for whirlpools, corner tubs, & construction provide a listed assembly larger tubs Roof rafters over-spanned Rated wall and/or floor assemblies shall be tight Water beater size, type, and location against exterior walls and to the underside of the Input rating of hot water heater Ridge strapping required roof sheathing, provide more detail Ridge beam, engineering data required Supporting construction shall have an equal or greater fire-resistive rating, provide details Comments: oni A =1'l ll B =Basement X= 12oof S =Site 1 = First 'Floor 2 =Seco7d'FCoor 3 =ViirdTCoor RevisedApn(S, 2005 ' Town of Montville } Building Department 310 Norwich-New London Tpke. Tel. 848-3030, Ext 382 Uncasville, CT 06382 Fax. 848-7231 Residential Building Permit Application Form Permit # 9Vew Construction ❑ Addition ❑ Alteration ❑ Accessory Structure Single (family Two-Tami y R Townhouse Job Address G F3 (Number) ( eet) (Unit) Job Description~Kd- &444-14 7/i*~ r 1,.~ ~ ~ta, ~ok3 C~®`C~~te 31`i.l ©(a7 rJ`P' d &S rV Mailing Address -Owner-/esV4 I- /e r city 001e X.I."° ~G472 State Zip Tel 960 Contractor is 4- Cr- Mailing Address J rte.. City State Zip Tel Exp. Date l 3 o~~G+g Contractor's License/Registration Type & Number I hereby certify that the proposed work will conform to the Basic Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. Separate applications are required for electrical, lumbing, mechanical, etc. Owner /Agent Signature Date v? 77 Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Penalty Fee $ Total $ $ (See Reverse side for additional requirements) &visedXovem6er1, 2004 Town of Montville 4 Residential Permit Requirements ❑ Two (2) complete sets of construction documents (to scale) including site plan are required and shall show the following information if applicable. This list is not all-inclusive, additional information may be required for your particular project. • Supporting Documentation • Building Section(s) & Details Completed, signed and dated Building Permit Application Floor-to-floor heights Permit fee - calculated upon completion of plan review Material type, size, and spacing Completed building permit affidavit for property owners or sole Stair details (rise, run, treads, nosing, width, headroom) proprietors or copy of workers compensation insurance Handrail details Copy of Contractor Registration or license Guardrail details Construction permit sign-off sheet signed by all departments Roof ventilation Model Energy Code Analysis Heat loss calculations • Framing plans Engineering data for steel beams, engineered lumber, roof trusses or any Design loads - for floors, ceilings, roofs other engineered products or design Street address of project on all drawings and documents Bearing partitions Direction of framing Spans, beam • Site plan Wood species and grade Property lines Framed openings Distance from property to structure Sheathing type and thickness Structure dimensions Window and door header sizes Driveway Decking material, size, spacing Topography (existing and proposed) Note: Unusual structural conditions may require that additional Footing drain inverts, outlet and separation engineering back up be submitted Proposed utilities Wetlands and flood zone limits and elevation • Chimneys and Fireplaces Signed by P & Z, Wetlands, Uncas Health, WPCA Clearances to combustible materials Manufactures data for metal flues • Foundation Plan Exterior fresh air source for fireplaces Assumed soil bearing pressure Flue sizes Dimensions Manufacturers data and installation instructions for metal fireplaces Wall thickness Footing sizes • Electrical Plan(s) Anchor bolts, size and spacing Window and door sizes and locations Panel location(s) with main size Hatchways Meter socket location Columns GFCI outlet locations Floor construction data Smoke detector locations details Lights and switches Drainage Waterproofing details Stair illumination Crawl space ventilation Crawl space access • Mechanical plan(s) Concrete strengths Dryer vent Bathroom exhaust ventilation (natural or mechanical) type and size • Floor plan(s) Hood exhaust Dimensions Type of heat Door and window sizes, egress window Heating, ventilation, and air conditioning plant location Glazing in hazardous locations Oil tank size, location, and piping Garage/dwelling opening protection LP-Gas tank location, size, and piping Garage/dwelling separation Make-air requirements Kitchen layout Manufacturers data for equipment Bathroom layouts, tub sizes in gallons, space clearances Indicate use of all rooms • Plumbing plan(s) Stair location Building trap location if on municipal sewer Attic access location and size Sewer location Square footage for each habitable level of the structure Domestic water location Required light and ventilation for each habitable room Manufacturers data for whirlpools, corner tubs, & larger tubs Water heater size, type, and location • Elevations - minimum of two requited Type of siding Roofing Note: One set of approved plans is Other finishes Finish grades required to be kept on during Building heights Height of chirrmey above roof construction. Roof pitch ftvisedxovem6er1, 2004 Town of Montville Building Department Tile Receipt Date: 15-Jun-05 Receipt No: 301 Received From: Tracy Solesky Job Address: 6 Allison's M Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $2,058.53 Check: $35.93 Check No: 122 Construction Va : $224,544.00 D liti Value: $0.00 Received By Joseph Summers vF'": r'h'`ps NEW RESIDENTIAL PERMIT CALCULATION (1-1/2 STORY) Address: QTY $/UNIT TOTAL Living Area 1801 SF $ 70.86 $ 127,618.86 Finished Basement SF $ 23.99 $ - Unfinished Basement 1187 SF $ 8.98 $ 10,659.26 Kitchen 1 EA $ 9,100.00 $ 9,100.00 Plumbing Full Bath 2 EA $ 5,000.00 $ 10,000.00 Half Bath 1 EA $ 3,200.00 $ 3,200.00 Garages Attached, 1 car EA $ 10,775.00 $ - Attached, 2 car 1 EA $ 18,600.00 $ 18,600.00 Attached, 3 car EA $ 25,810.00 $ - Detached, 1 car EA $ 13,850.00 $ - Detached, 2 car EA $ 21,100.00 $ - Detached, 3 car EA $ 28,350.00 $ - Under, 1 car EA $ 2,150.00 $ - Under, 2 car EA $ 3,500.00 $ - Fireplace & Chimney Prefab EA $ 4,000.00 $ - Masonry, exterior EA $ 4,250.00 $ - Masonry, interior EA $ 4,000.00 $ - W/2 fireplaces EA $ 7,500.00 $ - Decks/Porches/S u n rooms Open SF $ 22.31 $ - Covered 350 SF $ 25.52 $ 8,932.00 Enclosed SF $ 123.90 $ - TOTAL BUILDING CONSTRUCTION COST, LESS MEP $ 188,110.12 PERMIT FEE CALCULATIONS Fee Building $ 188,110 $ 1,512.00 Plumbing $ 15,885 $ 128.00 Mechanical $ 11,256 $ 96.00 Electrical $ 9,293 $ 80.00 Work Commenced before permit issuance $ - CO Fee $ 25.00 Plan Review $ 181.60 State Ed Fee $ 224,544 35.93 Total Fees per Residential Unit $ 2,058.53 Based on 2003 RS Means Residential Cost Data 6/15/2005 State of Connecticut = Workers' Compensation Commission - Please TYPE or PRINT IN INK O/q ~StURS Proof of Workers' Compensation Coverage when Applying for a Building Permit for the Sole Proprietor or Property Owner who WILL act as General Contractor or Principal Employer Applicant for .Permit Name of Applicant for Building Permit ( C 1, W Property located at 6 t J /n in the City / Town of If you are the owner of the above-named property or the sole proprietor of a business doing work on the site of the construction project at the above-named property and you WILL act as the general contractor or principal employer, you must provide g_roof of workers' compensation insurance coverage for all employees. Complete this form and, if applicable, sign the Affidavit below in the presence of a Notary Public or a Commissioner of the Superior Court. CHECK ONE (1) BOX ONLY, provide the appropriate information, and sign: ❑ I am the OWNER of the above-named property. I WILL act as the general contractor or principal employer and, as such, will submit proof of workers' compensation insurance coverage for all employees who are doing work on the site of the construction project at the above-named property. Signature of OWNER Applicant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ❑ I am the SOLE PROPRIETOR of a business doing work at the above-named property. I WILL act as the general contractor or principal employer and, as such, will submit proof of workers' compensation insurance coverage for all employees who are doing work on the site of the construction project at the above- named property. Signature of SOLE PROPRIETOR Applicant . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M..I am the OWNER of the above-named property or the SOLE PROPRIETOR of a business doing work at the above-named property. I will not personally submit proof of workers' compensation insurance coverage, but 1 will attest to the following: AFFIDAVIT I hereby swear and attest that I will require proof of workers' compensation insurance for every contractor, subcontractor, or other worker before he or she does work on the site of the construction project at the above-named property! n accordance with, Section `31~-2286b of the Workers' Compensation Act Signature of OWNER or SOLE PROPRIETOR Applicant Name of Business-if applicable Federal Employer ID# (FEIN}-if applicable Subscribed and swom to before me this 2 day of l 200 . t Signature of Notary Public! Commissioner of the Superior Court G ®BER"', . Y COMMISSION EXPIRES OCT 31,200 Town of Montville Building Department 310 Norwich-New London Tpke. Uncasville, CT 06382 Tel. 860-848-3030, Ext. 382 Fax. 860-848-7231 CONSTRUCTION PERMIT APPROVAL Property Address Job Description The applicant is responsible for obtaining all of the required approvals checked off on this form. No building permit will be issued until all of the required signatures have been obtained. Required Department Permit Issuance Approval Approval Tax Collector -'b S Q;~r~.ai~at-.n; WPCA - N s C) 3- S _ r Planning & Zoning S t /f (6, ~~S =bS Signature/ date Health Department C a - T' I CD 6z,-V-, JS,itgiiature/ date / ❑ Department of Public Works &[-nature date ❑ State Dept. of Transportation Si.gj1atc]rc/ date ❑ Fire Marshal Sigiiaturc! date Comments/Conditions: WpvisedSeptember9, 2004