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Home My WebLink AboutSFR with Detached Garage Plans in File 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: B2005-0250 Date: 01-]un-05 Map/Lot: 035/009-024 Owner ID: 58000 Project Location: 12 ALLISON'S WAY Unit: Job Description: Single Family Residence & Detached Garage Owner Name: David Carlson & Heidi Buchholtz Tenant Name: N/A Careof: 15 Forsyth Road Oakdale CT 06370- Telephone: Contractor Name: Property Owner Telephone: (860)235-9960 DBA: Lic/Reg Type: Lic/Reg No: 0 Exp Date: Construction Value Permit Fees Construction Information Building Value: $312,263.00 Building Fee: $2,504.00 Use Group: R-4 Plumbing Value: $21,671.00 Plumbing Fee: $176.00 Code: 1999 State Building Code Mechanical Value: $15,356.00 Mechanical Fee: $128.00 w/2004 Amendment Electrical Value: $12,678.00 Electrical Fee: $104.00 Construction Type: 5B Total Value: $361,968.00 Penalty Fee: $0.00 Permit Code: R2 C of 0 Fee: $25.00 Comments: Plan Review Fee: $291.20 State Ed Fee: $57.91 Total Fee: $3,286.11 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 FV7 Footing - Prior to pouring concrete ❑d R Plumbing and leak test ❑ Deck Piers R Electrical ❑d Backfill - Footing drains and waterproofing Elec Trench - with conduit installed ❑d Concrete Slab - Prior to pouring concrete ❑ Pool Bonding F-/] Anchor Bolts - with sill plate and prior to floor framing Electrical Service CRS No: 0 F-/] Framing ❑d R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION FVI Insulation ❑ Certificate of Approval 0 Certificate of Occupancy Building Official's A rova . Town of Montville , • Building Department Residential Plan Review Form Date: , v n x_ 21, 2-C2 o S Job Address: / Z AG.1,J c'N" Job Description: SF-12_ ..b 129TAc.14B'0 !ZAR C-w 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: Plan must be the same as submitted and approved Supporting Documentation Windows & Doors ' Building permit application not completed by the Zoning Department and Uncas Health, (if Door and window sizes Permit fee $A,? MA6 - applicable) Emergency escape & rescue opening required in Permit fee to be calculated Retaining Walls the basement or two code compliant stairs Worker's comp. Affidavit or worker' comp. Plans required (R310.1) Insurance required Documents required to be stamped and signed by a Indicate required light (8% of floor area per room) Copy Contractor's registration or license CT registered Professional Engineer and ventilation (4% of floor area per room) for Construction permit sign-off sheet with approvals Foundation Plan each habitable room or space required Plans required Indicate safety glazing in areas required such as: Provide all documentation to show compliance Dimensions doors, windows, tub & shower enclosures, etc. with the 2003 International Energy Conservation Wall thickness Indicate bedroom egress windows (5.7 sf net clear Code (www.energycodes.gov) Footing sizes opening, 24" clear opening height, 20" clear Street address of project on all drawings and Column footings - size opening width) documents required Frost protection not indicated or insufficient Egress window sill height Field set of approved plans need to be picked up Foundation - indicate the assumed soil conditions Window and door header sizes from our office that the system has been designed for or provide Window well details Two sets of construction documents required, this engineering data. If presumptive soil conditions Garage includes engineering data, calculations, and other cannot be met, provide soil bearing engineering Plans required documentation data Minimum 5/8" Type X gypsum board separation Wind Limitations Design Criteria Concrete strength - foundation, floors, exterior (on garage side) to all living spaces - all Submit supporting data to show conformance with porches, walks, slabs combustible support framing to be covered with the wind limitations (3 second gust @ 115 mph) Vapor barrier between sub-grade and concrete minimum 5/8" Type X gypsum board if it supports Design publication needs to be identified (WFCM, basement floor required habitable rooms chapter 3, WFCM, chapter 2, ASCE 7-2002) Floor thickness and control joint location Openings between the garage and residence Documents required to be stamped and signed by a Lally column size, attachment and spacing required to have a minimum 13/8" solid wood CT registered Professional Engineer Waterproofing details door, 13/8" solid core steel door, 13/8" Documents required to be stamped and signed by a Fireplace/chimney base honeycomb core steel door, or 20 minute rated CT registered Professional Engineer if based on Concrete piers and anchor details door from the garage to the house and its basement ASCE 7-02 or WFCM chapter 2 Foundation drainage or attic Shearwalls not identified or insufficient Beam pockets - minimum clearances Indicate self-closing devices on all doors from Ridge connection not identified or insufficient Engineered foundation plan required garage to the house and its basement or attic Roof-to-wall connection not identified or Indicate slope for garage floor i wall connection not identified , , Crawl Spaces insufficient Elevations fied or Crawl space data - clearance to joists, slab Plans required thickness (if provided), vapor barrier Type of siding Wall-to-sill connection not identified or Crawl space ventilation, location, type and size Type of roofing insufficient Crawls ace access, location and size Finish grades Provide engineering data for the piers to resist Floor plan(s) Building heights gravity, lateral, shear and uplift loads, stamped and Dimension height of chimney above roof signed by a CT licensed design professional Plans required Roof pitches Hold-down devices, location and type not Construction documents shall be of sufficient Elevations to match site din identified or insufficient clarity to indicate the location, nature and extent of Foundation anchor spacing not identified or the work proposed (RI06.1.1) Building Section(s) & Details insufficient Construction documents are to match the Plans required Construction documents do not match the orientation on the site plan reversed plans are not Floor-to-floor heights engineering data submitted acceptable, a full plan review can not be Flashing detail - windows and doors - type, Cold-formed steel framing shall be designed in performed with the submitted documentation material accordance with COFS/PM-2001 edition Construction documents are incomplete or un- Additional sections and details required Site lan clear, a full plan review can not be performed with Fire-resistance rating details required for exterior the submitted documentation wall(s) X Plans required Go Basement floor plan requited Wall/ceiling freblockin detail Plan does not match building plans Second floor plan required Stairs Finish floor elevation Dimensions Property lines not provided Finish floor elevation Stair not shown on basement plan Distance from property line to structure Riser height not indicated Kitchen layout Tread depth not indicated Structure dimensions Bathroom layout and space clearances Nosing required for closed risers Driveway Ceiling heights Handrail required on at least on side of the stair Topography (existing and proposed) Attic access location and size not indicated or Stair to be minimum 36" in width above the Footing drain inverts, outlet and separation insufficient Proposed utilities to be indicated_ Attic access cannot be in a closet handrail height Delineation of flood hazard areas and design flood Handrails and guardrails - detailincluding height Identify the use of each room elevation required (R106.1.3) and maximum opening, handrail cross-section, Private sewage disposal system to be identified on continuity and required returns the plan (RI06.2.1) Show minimum headroom in stairways: Grading is to slope away from the building, measured from nosing plane to lowest point of provide more details ceiling Deckiporch not shown 36" landing required at the bottom of the stairs A =ACC B = Basement R= (Rpgf S =Site 9 = (First (Floor 2 = SecondEloor 3 = q&rd(Ffoor 4tvisedAp7i(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 stars bear on ledger strip One-hour rated assembly must have a listing for Ways Ridge beam supports exposure from both sides (two walls) Sheathing type and thickness Valley rafters - provide engineering data Common wall assembly must be walls) fire- Stud size andspacing, species and de Valley rafter support gm resistance rated and listed Sheathing size, thickness, tYPa Ventilation -ridge, gable, soffit - Siding, material, type, style - underlayment per Provide minimum net ventilation data Mechanical equipment, ducts or vents not allowed in common wall mfg. Roof sheathing- type, size, thickness Collar ties size, Electrical penetration detail required for common ` placement, spacing Framing plans wall Roof covering -shingles -type, nailing, provide Plans required Common wall shall be continuous from the Bearing partitions not identified or unclear proper underlayment -show interior horizontal distance of double underlayment at cave, etc. foundation to the underside of the roof sheathing Direction of framing Overhang detail Each individual unit shall be structurally Beam spans, size, species, grade independent '~pe_ Provide engineering data for all roof trusses - Framed openings (truss drawings must be signed and sealed by a Parapet required or the roof decking or sheathing approved Joists -species and grade, size, direction, and fire spacing Connecticut Licensed Professional Engineer) is of noncombustible materials or retardant wood for 4 ft on each side of the wall s (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 Panel location(s) with mom size ledger Plans required Beams over-spanned Dimensions required Wiring means and method not identified or insufficient Provide design data for all unaligned wall and Joists - size, span, spacing, direction, species and ~ Meter socket location floor bearing points. Legrade dger - show attachment and flashing to house Receptacle locations need to be identified Indicate location of all point loads Deckin material and size GFCI outlet locations need to be identified Cantilevered framing less than 18" to grade to be g 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 grade room, outside each separate sleeping area in the and signed by a CT registered design professional 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 Load calculations required Loadbearin walls not indicated Provide engineering data for the piers to resist g gravity, lateral, shear and uplift loads, stamped and Whirlpool t identified tub disconnect Design loads not indicated or insufficient: 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 Chimneys and Fireplaces Heat loss/gain calculations Ceiling joists over-spanned Indicate clearance of masonry to combustible Input rating of fumace/boiter 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 _K Manufactures data and installation instructions for Plans required venting metal fireplaces PX)&ft 7i7 14frAUogt/ N 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. Calculate roof tie-down sizes for wind conditions Two-Family Dwelling Unit Separation (R317.1) Domestic water location Show framing for gables in cathedral ceiling Separation by 1-hr fire-resistance construction, Manufacturers data for whirlpools, 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: mg Official A =All' B = Basement R P'90f S =Site 1 = (First F(oor 2 =Second (Floor 3 = 27ird Floor P, i edApriC5, 2005 Town of Montville Building Department Residential Plan Review Form Date: r'g J 2 y O Job Address: l Z Au _Sod-s l,4A Y Job Description: ti~ (ef .ST~ 2 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 followine reason(s) that are checked-off or commented on: Supporting Documentation Retaining Walls Windows & Doors Building permit application not co pleted Plans required Door and window sizes _ Permit fee $ 2 Documents required to be stamped and signed by a Emergency escape & rescue opening required in Permit fee to be calculated / r Zc CT registered Professional Engineer the basement or two code compliant stairs Worker's comp. Affidavit or worker' comp. Foundation Plan (R310.1) 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. with the 203 International Energy Conservation Indicate bedroom egress windows (5.7 sf net clear Frost protection not indicated or insufficient 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 that the system has been designed for or provide opening width) documents required engineering data. If presumptive soil conditions Egress window sill height 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 518" 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 @ 11®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 13/9" 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 Crawl space data - clearance tojoists, slab garage to the house and its basement or attic Indicate slope for garage floor insufficient thickness (if provided), vapor barrier 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 Floor plan(s) Type of siding gravity, lateral, shear and uplift loads, 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 Building heights identified or insufficient clarity to indicate the location, nature and extent of the work proposed (8106.1.1) Dimension height of chimney above roof Foundation anchor spacing not identified 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 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 Driveway Stair not shown on basement plan Ceiling heights Riser height not indicated Topography (existing and proposed) Attic access location and size not indicated or Footing drain inverts, outlet and separation insufficient Tread depth not indicated Nosing required Proposed utilities to be indicated Attic access cannot be in a closet 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 (R106.1.3) y 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 =,AlC B = Basement R- Rpof S = Site - 1 =Tirst ECoor 2 = Second rFfoor 3 = Third nF oor ftvUed,Apri[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 (83171) Provide detailed tans for stairs bear on ledger strip Walls Ridge beam One-hour rated assembly must have a listing for supports exposure from both sides (two walls) Sheathing type and thickness Valley rafters -provide engineering data Common wall assembly must be 2-hr fire- fire- Stud size andspacing, species and de Valley rafter support gTa resistance rated and listed Sheathing - size, thickness, type Ventilation-ridge, gable, soffit Siding, material, type, style - underlayment per Provide minimum net ventilation data Mechanical equipment, ducts or vents not allowed rnf , in common wall sheathing - type, size, thickness Roof Electrical penetration detail required for common Collar ties 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 Bearing partitions not identified or unclear foundation to the underside of the roof sheathing Direction of framing distance of double underlayment at eave, etc. Overhang detail Each individual unit shall be structurally Beam spans, size, species, grade independent Provide engineering data for all roof trusses - Framed openings Parapet required or the roof decking or sheathing (truss drawings must be signed and sealed by a is of noncombustible materials or approved fire Joists -species and grade, size, direction, and Connecticut Licensed Professional Engineer) spacing (required prior to installation) must be designed to retardant wood for 4 ft on each side of the wall s Joists over-spanned ASCE 7-02 Electrical Plan(s) Headers over-spanned Decks/Porches Plans required Joist hangers for flush framing conditions or Panel location(s) with main size ledger Plans required Dimensions required Wiring means and method not identified or Beams over-spanned q insufficient Provide design data for all unaligned wall and Joists - size, span, spacing, direction, species 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 Deckin material and size OFCI outlet locations need to be identified Cantilevered framing less than 18" to grade to be g 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 grade room, outside each separate sleeping area in the and signed by a CT registered design professional 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 g 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(s) Indicate joist hangers at flush framing and ledger Plans required Stair, handrails, and guardrails details 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 Chimneys and Fireplaces Heat loss/gain calculations Ceiling joists over-spanned Input rating of furnace/boiler Indicate clearance of masonry to combustible Gas Systems Roof Plan(s) framing materials and clearance from fireplace 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 (8317.1) Domestic water location Calculate roof tie-down sizes for wind conditions Show framing for gables in cathedral ceiling Separation by I-hr fire-resistance construction, 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 right 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: ilding Official .A =.Aff B =Basement R = Ppof S = Site 1 = (First Tloor 2 = Second (Floor 3 = Third'rFloor &vised.April5, 2005 S ATE OF CONNECTI( ~T DEPARTMENT OF PUBLIC SAFETY DIVISION OF FIRE, EMERGENCY AND BUILDING SERVICES -Y OFFICE OF THE STATE BUILDING INSPECTOR May 12, 2005 Mr. David Carlson 15 Forsyth Road Oakdale, CT 06370 RE: M-740-05 12 Allison's Way Oakdale, Connecticut Dear Mr. Carlson: I have reviewed the referenced request for modification of Section R301.2.1, of the 2003 International Residential Code portion of the 1999 State Building Code, which states in part that basic wind speeds shall be as determined by Appendix M. It is my decision to approve this modification, as requested, and allow use of a reduced wind speed of 110 mph for this construction project rather than the Appendix M wind speed of 115 mph which is the designated wind speed for the municipality of Montville. This decision is based on the proposed amendments to Appendix M that revise wind speeds in certain municipalities. If you have any questions, please contact Daniel Tierney, Deputy State Building Inspector, at (860) 685-8310. R rs C ristopher R. Laux, AIA State Building Inspector CRL:DT:pm cc: Vernon Vesey, Montville Building Official Telephone (860) 685-8310 I l l l Country Club Road Middletown, CT 06457 http://www.state.ct.us/dps/dfebs An Equal Opportunity Employer $ 1 STATE OF CONNECTICUT FILE # DEPARTMENT OF PUBLIC SAFETY OFFICE OF THE STATE BUILDING INSPECTOR P. O. BOX 2794 MIDDLETOWN, CT 06457-9294 TELEPHONE: (860) 685-8310 d FAX: (860) 685-8365 REQUEST FOR MODIFICATION OF THE STATE BUILDING CODE FOR OFFICE USE ONLY 1. Name and Location of Building -A Sri J (oS A C-1 &.S76 No. Street Town State Zip 2. Building Owner CMtJ-d.,! 3. Applicant's Name .Sj1o^t= Telephone 83 60 -13 6D Applicant's Address 1S C S I CD4-V- 41 A L,- Ci (0(a3'~ O (Include Firm Name if Applicable) No. Street Town State Zip Name of Person to Contact SAVE Telephone SAO (For information if required) 4. A. Date of Application for Building Permit B. Applicable Code (Title and Date) Z fa C 5. Use Group g q A. Was there a change of occupancy: ❑ Yes „5;JNo B. If yes from to 6. Building Construction Classification ~ POP Fe9~ v 13 7. Square Foot Area of Building (Total) Largest Square Foot Area per Floor 8. Number of Stories 9. Check Applicable Designation: Iew Building ❑Existing ❑Addition ❑Other (Explain) 10. Fire Protection at subject premises (Check appropriate headings) ❑ Smoke Detection ❑ Heat Detection ❑ Extinguishers ❑ Sprinklers ❑ Standpipes ❑ Other (identify) v , REQUEST FOR MODIFICATION OF THE STATE BUILDING CODE Page 2 11. Describe alarm system(s) at premises 12. Building Code Section that modification is requested from ~O 13. Modification Sought 14514--7 70-) jV,1A4> 14. Reason Modification Sought /W" tly 15. Applicant's Signature Date Signed r 16. Important Requirement Failure to provide the following information will delay modification process. The Building Official must comment below on the modification request as per Connecticut General Statute 29-254 (b). *Note: Must be signed by Chief Building Official, Acting Building Official or Provisional Building Official. Support Request Do Not Support Request The decision on this request is left to the Office of the State Building Inspector. 10 Please contact the undersigned. Building Official's written comments, if desired. jl,6~ 0,0' "/j7 kw7xc g cS~/ wilding Official (Printed Town uilding Offici lgnat Date Signed 960-(9M-3030 -A-136 Building Official's Telephone Number Best Time to Contact MODAPP Rev. 11/20/03 fAT'E OF CONNECTIk-10T J DEPARTMENT OF PUBLIC SAFETY DIVISION OF FIRE, EMERGENCY & BUILDING SERVICES OFFICE OF THE STATE BUILDING INSPECTOR ~ March 31, 2005 Mr. David Carlson 15 Forsyth Road Oakdale, CT 06370 RE: M-431-05 12 Allison's Way Oakdale. Connecticut Dear Mr. Carlson: I have reviewed the referenced request for modification of Section R301.2.1, of the 2003 International Residential Code portion of the 1999 State Building Code, which states in part that basic wind speeds shall be as determined by Appendix M. It is my decision to approve this modification, as requested, and allow use of a . reduced wind speed of 110 mph for this construction project rather than the Appendix M wind speed of 115 mph which is the designated wind speed for the municipality of Montville. This decision is based on the proposed amendments to Appendix M that revise wind speeds in certain municipalities (Montville-110 mph). If you have any questions, please contact Daniel Tierney, Deputy State Building 'Inspector, at (860) 685-8310. 1 R g , ristopher R. Laux, AIA State Building Inspector CRL:DT:pm cc: Vernon Vesey, Montville Building Official Telephone (860) 685-8310 1111 Country Club Road P.O. Box 2794 Middletown, CT 06457-9294 http://www.state.cLusidps/dfebs An Equal Opportunity Employer STATE OF CONNECTICUT FILE # DEPARTMENT OF PUBLIC SAFETY OFFICE OF THE STATE BUILDING INSPECTOR P. O. BOX 2794 3 MIDDLETOWN, CT 06457-9294 n TELEPHONE: (860) 685-8310 FAX: (860) 685-8365 REQUEST FOR MODIFICATION OF THE STATE BUILDING CODE FOR OFFICE USE ONLY 1. Name and Location of Building ! z 19 L4.I scat UJ A ( ~A LLy C-7 063-70 No. Street Town State Zip 2. Building Owner bAolib C-&a"0,-J 3. Applicant's Name C-'A Jr:> AiS" ,ol Telephone 940-- '3 5 99 6o Applicant's Address 1 5 FOa:SY7-+ PA rJAK,119e C 06370 (Include Firm Name if Applicable) No. Street Town State Zip Name of Person to Contact SAv+^L- Telephone 544 (For information if required) 4. A. Date of Application for Building Permit 0A0 B. Applicable Code (Title and Date) -rk'G 0 0® s 5. Use Group R A. Was there a change of occupancy: ❑ Yes JKNo B. If yes from to 6. Building Construction Classification S-6 7. Square Foot Area of Building (Total) -3 &17 5- ]n1 G~ ~a 6A/~Af~ ' Largest Square Foot Area per Floor 36`Y,5- 8. Number of Stories 1 9. Check Applicable Designation: New Building ❑Existing ❑Addition ❑Other (Explain) 10. Fire Protection at subject premises (Check appropriate headings) moke Detection El Heat Detection ❑ Extinguishers Sprinklers ❑ Standpipes ❑ Other (identify) REQUEST FOR MODIFICATION OF THE STATE BUILDING CODE Page 2 11. Describe alarm system(s) at premises 12. Building Code Section that modification is requested from APp otgp 1 X 13. Modification Sought l/..°d~✓~ S,Oc1> ~HAni~L' F+24 ~~Sr iy ~~C~ ~';~1~ 14. Reason Modification Sought -to ()SC -THF j!,(2oL)1,5;0AJ~ OAF Zq(`- T ~oSO G/-WAIIIE7S 70 % ffc ~s> vr~ ~6~ Fa 15. Applicant's Signature Date Signed -30-6 16. Important Requirement Failure to provide the following information will delay modification process. The Building Official must comment below on the modification request as per Connecticut General Statute 29-254 (b). *Note: Must be signed by Chief Building Official, Acting Building Official or Provisional Building Official. Support Request Do Not Support Request The decision on this request is left to the Office of the State Building Inspector. Please contact the undersigned. Building Official's written comments, if desired. Building Official (Printed) Town uilding Officia gnatur Date Signed Building Official's Telephone Number Best Time to Contact MODAPP Rev. 11/20/03 Town of Montville ~ z - Building'Department 310 Norwich-New London'Tpke. Tel. 848-3030, Ext 382 Uncasvilie, CT 06382 Fax. 848-7231 Residential Building Permit Application Form Permit [>r-% w Construction ❑ Addition F~Alteration F~ Accessory Structure CSingle Family F] Two-Family ❑ Townhouse Job Address SC?N S 1,t4 (Number) (Street) (Unit) Job Description So kA 4a-'Ls 4S z2ext- Owner I Mailing Address r--6124y77) y2--j City DA- k D 4 Lv~- State. C~- r-' Zip--,06,3-7 u Tel / e SS / C!__ Contractor m e% Mailing Address City State Zip Tel Contractor's License/Registration Type & Number Exp. Date 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 --arid that warn aut oLi rimed to make applcti'or~for mgt for such work as described above. Separate applications are required for electrical, plumbing, mechanical, etc. Owner /Agent Signature Date?9 05 Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total $ $ (See wsverse side for additional requirements 4Z?visedSeptem6er9, 2004 Town of Montville w ► Residential Permit Requirements a ❑ 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 Bearing partitions Street address of project on all drawings and documents Direction of framing • Site plan Spans, beam ^ Property lines Wood species and grade 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 • Chimne s and Fire laces --Sifined-by-kBc-Z,-W-etlar~ds,-Uncas-H€a1th,~P-GA-- y p _ Ceearances to com~usti6~e 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 Panel location(s) with main size Window and door sizes and locations Meter socket location Hatchways GFCI outlet locations Columns Smoke detector locations Floor construction data Lights and switches Drainage details Stair illumination Waterproofing details Crawl space ventilation Crawl-space-assess--------__ 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 Heatipg, 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, comer tubs, & larger tubs Water heater size, type, and location • Elevations - minimum of two required Type of siding Roofing Note: One set of approved plans is Other finishes Finish grades required to be kept on during Building heights construction. Height of chimney above roof Roof pitch &vuedSeptember9, 2004 Town of Montville Building Department File Receipt Date: 01-Jun-05 Receipt No: 244 Received From: David Carlson Job Address: 12 Allison' ; Wa Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $3,286.11 Check: $57.91 Check No: 5344 Construction Value: $361,968.00 Demolition Val $0.00 Received By Joseph Summe NEW RESIDENTIAL PERMIT CALCULATION (1 STORY) Address: 12 Allison's Way QTY $/UNIT TOTAL Living Area 2457 SF $ 71.28 $ 175,134.96 Finished Basement 1230 SF $ 36.49 $ 44,882.70 Unfinished Basement 950 SF $ 14.39 $ 13,670.50 Kitchen 1 EA $ 9,100.00 $ 9,100.00 Plumbing Full Bath 3 EA $ 5,000.00 $ 15,000.00 Half Bath EA $ 3,200.00 $ - Garages Attached, 1 car 1 EA $ 10,775.00 $ 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 1 EA $ 21,100.00 $ 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 1 EA $ 4,000.00 $ 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 SF $ 62.69 $ - Enclosed SF $ 123.90 $ - TOTAL BUILDING CONSTRUCTION COST, LESS MEP $ 312,263.16 PERMIT FEE CALCULATIONS Fee Building $ 312,263 $ 2,504.00 Plumbing $ 21,671 $ 176.00 Mechanical $ 15,356 $ 128.00 Electrical $ 12,678 $ 104.00 Work Commenced before permit issuance $ CO Fee $ 25.00 Plan Review $ 291.20 State Ed Fee $ 361,968 57.91 Total Fees per Residential Unit $ 3,286.11 Based on 2003 RS Means Residential Cost Data 5/26/2005 NEW RESIDENTIAL PERMIT CALCULATION (1 STORY) Address: "1 AI-r#i6 QTY $/UNIT TOTAL Living Area 2457 SF $ 71.28 $ 175,134.96 Finished Basement 1230 SF $ 36.49 $ 44,882.70 Unfinished Basement 956 SF $ 14.39 $ 13,670.50 Kitchen 1 EA $ 9,100.00 $ 9,100.00 Plumbing Full Bath 3` EA $ 5,000.00 $ 15,000.00 Half Bath EA $ 3,200.00 $ - Garages Attached, 1 car 10,775.00 $ 10,775.00 Attached, 2 car 1 EA 18,600.00 $ 18,600,00 Attached, 3 car EA $ Q, 00 $ - Detached, 1 car EA $ 111818106.4~ $ _ Detached, 2 car EA $ Lfft 0 - Detached, 3 car EA $ 28,350, O-Oi Under, 1 car EA $ 2,150,00 - Under, 2 car EA $ 3,500.00 $ - Fireplace & Chimney Prefab 1 EA 0, $ 4,000.00 Masonry, exterior EA 4, $ - Masonry, interior EA $ 4, 0.00 $ W/2 fireplaces EA $ 7,50 00 _ Decks/Porches/Sun rooms Open SF $ 22.3 Covered SF $ 62.69 $ - Enclosed _ SF $ 12190 $ TOTAL BUILDING CONSTRUCTION COST, LESS MEP $ 291 63.16 PERMIT FEE CALCULATIONS Fee Building $ 291,163 $ 2,336.00 Plumbing $ 21,671 $ 176.00 Mechanical $ 15,356 $ 128.00 Electrical $ 12,678 $ 104.00 Work Commenced before permit issuance $ _ CO Fee $ 25.00 Plan Review $ 274.40 State Ed Fee $ 340,868 54.54 Total Fees per Residential Unit $ 3,097.94 Based on 2003 RS Means Residential Cost Data 5/12/2005 State of Connecticut Workers' Compensation Commission - ■ Please TYPE or PRINT IN INK oui 5~~wfi 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 Building Permit Name of Applicant for Building Permit Property located at l°~' IAV I~ in the City / Town of 01 4A C Z' 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 proof 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 ❑ 1 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 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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 ubmit proof of workers' compensation insurance coverage, but I 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 in accordance with Section 31-286b of the Workers' Compensation Act Signature of OWNER or SOLE PROPRIETOR Appli Name of Business-if applicable Federal Employer ID# (FEIN)-if applicable Subscribed and swom to before me this day of / t p r \ 200- Signature of Notary Public / Commissioner of the Superior NOTARYPUBLIC My COMMISSION EXPIRES OCr 31, b~ Town of Montville Building Department 848-3030, Ext 382 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 Approval Department Permit Issuance Approval ® Tax Collector's sigtaarttar€J datte ❑ WPCA i4n ..rer clatt~° J Planning & Zoning Z2~ z C~ ~ttatttt.e slat Health Department 2-,c s `l ~s Sigti, t ez date Department of Public Works srgrtatttim, date ❑ State Dept. of Transportation _ g i ❑ Fire Marshal signuiLtre.:1 date Comments/Conditions: W§vised5eptem6er9, 2004