Loading...
HomeMy WebLinkAboutDormer Addition - Bathroom Remodel 2008 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: B2008-0432 Date: 03-Sep-08 Map/Lot: 039/095-000 Owner ID: 5527000 Project Location: 75 PIRES DRIVE Unit: Job Description: Dormer Addition (Bathroom Remodel) Owner Name: Michael and Melissa Clark Tenant Name: N/A Careof: 75 Pires Drive Oakdale CT 06370- Telephone: Contractor Name: Lynn Nelson Telephone: (860)848-1182 DBA: Nelson Building&Construction Lic/Reg Type: HIC Lic/Reg No: 573264 511 Fitch Hill Road Exp Date: 30-Nov-08 Uncasville CT 06382- Construction Value Permit Fees Construction Information Building Value: $10,173.00 Building Fee: $88.00 Use Group: IRC Plumbing Value: $735.00 Plumbing Fee: $8.00 Code: 2005 State Building Code Mechanical Value: $0.00 Mechanical Fee: $0.00 Electrical Value: $343.00 Electrical Fee: $8.00 Construction Type: IRC Total Value: $11,251.00 Penalty Fee: $0.00 Permit Code: R3 C of 0 Fee: $25.00 Comments: Plan Review Fee: $10.40 State Ed Fee: $2.03 Total Fee Paid: $141.43 It shall be the owners repsonsibilitv 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 ❑ Footing-Prior to pouring concrete J R Plumbing and leak test ❑ Deck Piers R Electrical ❑ Backfill- Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor framing ❑ Electrical Service CRS No: 0 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking_Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ❑ Certificate of Approval Certificate of Occupancy Building Official's Approval: Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, u i uti382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: -043D-- Type 43 -Type of Work Occupancy Type Permit Type ❑ New Construction ❑Single Family ❑Building ❑Addition 0 Two-Family ❑Plumbing 0 Alteration ❑Townhouse ❑ Mechanical ❑Accessory Structure ❑ Electrical CRS#: Job Address: '] 5 B Rus �2 (Number) (Street) (Unit) Job Description: k:0-‘ �� ,, ��(kJ( Owner: "0"-N .\\.& O.VA e2 K S 1 Address: / pt (z_�i ' 2 City: (A 4- C p1/4%,V` 'u, State: QA—_ Zip Code: W 3 Telephone: Contractor: c.� DBA: f s .Cn ;16 ►ti + 0.-9‘ .P,' -� 2-�-► —j e..-‘'PA Address: 7 I I \-Ed 1-1( City: (it Y1 C943'V . (L State: _ � Zip Code: 06 Telephone: N 0 1/ �j 2 License Type:41-c- License No.: 5-7 3 2(.0 L') Expiration Date: (/ / 30 1 ' I hereby certify that the proposed work will conform to the State 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. [Y By checking this box, I will follow the requirements of the 2005 NEC as the alternative compliance per section E3301.2.1 of the Residential Code, instead of the electrical requirements in chapters 33 through 42 of the Residential Code. Owner/Agent Signature: C__ Date: c 1 ! / U S' Construction Value Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: Revised.9tngust 23,2W7 Town of Montville Building Department File Receipt Date: 29-Aug-08 Receipt No: 3795 Received From: Nelson Building&Construction LLC Job Address: 75 Pires Drive Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $141.43 Check: $2.03 Check No: 7593 Short/Over: $0.00 Construction Value: $11,251.00 Demolition Value: $0.00 Received By Carmen Roberts C /`wut..A4 r Y ' . -edka.) Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CONSTRUCTION PERMIT APPROVAL VProperty Address &`\--hrno itY1 1?em CA P f 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 a ,---1,1 ( l p Required for all permits / Comments: All WPCA, Administrative 12" 7,,(..4-2--- SII c-/(i Required for properties on sewer Comments: ❑ WPCA, Operations When Required by WPCA -,,.-, Comments: :,/ • Planning &Zoning _)_. %/ --.--,c,/ o ?)// S/Ca Required for all permits p _ . I r,,,,.ter►, a ;ie• f 3 0c' ® Health Department7� -- - P ci 3 n • Required for properties with septic systems-Not re ui lumb•Lii/- -ctrical Mechanical Rbofin. Sidin. Windows&Do•rs Comments: ❑ Department of Public Works Required when project includes driveway work or certain drainage requirements Comments: ❑ State Dept. of Transportation Required for Structures over 100.000 sq.ft.or with more than 200 parking spaces- 'al copy of STC Certificate of Operation required-per CGS 14-311 Comments: • Fire Marshal / / ) ` 19(38 Required for all permits Comments:X � 7:2,l,,,////' ✓%,,,//�L d ugue 5,zoos I STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION HOME IMPROVEMENT CONTRACTOR NELSON BUILDING&CONSTRUCTION LLC 513.FitcH I-j–ILL RD UNtASVILLEi CT:06382 LIC./REG NO1_ EFFECTIV ,7,-• EXPIRES r-,:t • HIC.057326412/01/20(W! /1/30/2008 - SIGNED — rt v�v w' c State of Connecticut N 7A Workers' Compensation Commission ezc 5�5„„�Ir Please TYPE or PRINT IN INK ix fizrzfizaProof of Workers' Compensation Coverage when Applying for a Building Permit for the Sole Proprietor or Property Owner who WILL NOT act as General Contractor or Principal Employer Applicant for Building Permit Name of Applicant for Building Permit ��`� c'� A k Property located at -1 S -e% in the City/Town of t /i.tCd4I. 0-../1 Attest 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 NOT act as the general contractor or principal employer,you are not required to have workers'compensation insurance coverage. CHECK ONE (1) BOX ONLY and complete the following: LII am the OWNER of the above-named property.I WILL NOT act as the general contractor or principal employer. Signature of OWNER Applicant al am the SOLE PROPRIETOR of a business doing work at the above-named property.I WILL NOT act as the general contractor or principal employer. Name of Business OC-Ci 5C t1!�( \ V\ Federal Employer ID#(FEIN) ®to / 1p 32. 91 S Signature of SOLE PROPRIETOR Applicant . V 11V V 1 H- ‘; DEPARTMENT OF PUBLIC SAFETY ru,D OFFICE OF THE STATE BUILDING INSPECTOR 1111 COUNTRY CLUB ROAD MIDDLETOWN, CT 06457 TELEPHONE: (860)685-8310 ., FAX: (860)685-8365 ' l rvi , iks6o _cP REQUEST FOR MODIFICATION �._ c/( — Q s OF THE STATE BUILDING CODE 1. Name and Location of Building *On ; IC 75 , No. Street 2. Building Owner r)---) 3. Applicant's Name n.,J SSo-. Telephone I-C 6k /1, Z Applicant's Address S/I r l 4 j 1,,/r nCA5v,1GQ I 067 )2_ (Include Firm Name if Applicable) No. Street V,Town e- State Zip. Name of Person to Contact k [[�� n cs i (For information if required) h /SG`� Telephone a y 1, 4. A.Date of Application for Building Permit B.Applicable Code(Title and Date) 200 3 I g.C 5. Use Group octs A. Was there a change of occupancy: ❑Yes PITO B. If yes from to 6. Building Construction Classification (..c)oo d cep, 7. Square Foot Area of Building(Total) 47 0S4 / �� Largest Square Foot Area per Floor 9 o S, f. 8. Number of Stories 2_.. 9. Check Applicable Designation: 0 New Building 0 Existing I�Addition 0 Other(Explain) 10. Fire Protection at subject premises(Check appropriate headings) ❑ Smoke Detection 0 Heat Detection ❑ 0 Extinguishers Sprinklers 0 -Standpipes 0 Other(identify) n�, -"�`-- a va a.avai yy.11.......".J..2,11\ vl hili LI l[-I.11i L V ILA-,11VV L.VLi'i v� , rage L 11. Describe alarm system(s)at premises N/>t\.., 12. Building Code Section that modification is requested from 30 1 Z ` 13. Modification Sought r-.€.-€. (- 4 c4 AL, -e-, gad i`A c,_, ,i--, SIR(ct ,..4„ 41_, . ,./._, 1 1 0 A-IpliL, st,i-.Q41v-rlcf,c a�.;/t P `� 14. Reason Modification Sought F'13 ri-iR c- bit Y P0.11(...-..64.1 15. Applicant's Signature C JX Y--- Date Signed ( $ Ia 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 o Provisional Building Official. Support Request 0 Do Not Support Request ❑ The decision on this request is left to the Office of the State Building Inspector. 0 Please contact the undersigned. • Building Official's written comments,if desired. .1/Av,S /lit . JevrS�h. Building Official(Printed) Town *Building � •g://6/008 uilding Official S gnature Date Signed X96-©-eye ^ 03v i'xf8 Z. 3 .ell. Building Official's Telephone Number Best Time y.• c 0 �� e to Contact MODAPP Rev.3/24/05 REScheck Software Version 4.0.1 Compliance Certificate Project Title: Clark Report Date: 07/14/08 Data filename:C:\Program Files\Check\REScheck\2008 Lynn-Clark.rck Energy Code: 2003 IECC Location: Norwich, Connecticut Construction Type: Single Family Glazing Area Percentage: 7% Heating Degree Days: 5869 Construction Site: Owner/Agent: Designer/Contractor: 75 Pires Drive Melissa Wilson&Michael Clark Bruno Hayn Oakdale,CT 06370 75 Pires Drive Home Designs By Bruno Oakdale,CT 06370 31 Sashel Lane Colchester,CT 06415 860-885-6189 bruno@homedesignsbybruno.com Compliance:Passes Maximum UA:36 Your Home UA:28-->22.2%Better Than Code(UA) Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss: 90 30.0 0.0 3 Wall 1:Wood Frame, 16"o.c.: 224 15.0 0.0 16 Window 1:Vinyl Frame:Double Pane with Low-E: 16 0.310 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 90 19.0 0.0 4 Boiler 1:Other(Except Gas-Fired Steam):80 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2003 IECC requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: Addition to Existing Home Clark Page 1 of 4 CiREScheckspection Software Version 4.0i.1 Date: In Date: 07/14/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):80 AFUE or higher Make and Model Number: Air Leakage: Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Skylights: ❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19. Vapor Retarder: Li Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Li Materials and equipment are installed in accordance with the manufacturer's installation instructions. Li Materials and equipment are identified so that compliance can be determined. Li Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Li Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to R-8. Li Retum ducts in unconditioned attics or outside the building are insulated to R-4. Li Supply ducts in unconditioned spaces are insulated to R-8. Li Return ducts in unconditioned spaces(except basements)are insulated to R-2. Insulation is not required on return ducts in basements. Clark Page 2 of 4 Where exterior walls are used as plenums,the wall is insulated to R-8. Duct Construction: Li Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened. rJ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric, or tapes.Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Li The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: LI Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ij Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: LI All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Clark Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range(°F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 106-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Clark Page 4 of 4 BOISE' Quadruple 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Floor Beam1FB01 BC CALC®9.5 Design Report- US 1 span I No cantilevers ( 0/12 slope Monday, July 14, 2008 06:38 Build 91 File Name: BC CALC Project Job Name: Description: FB01 Address: Specifier: City, State, Zip: , Designer Customer: Company: Code reports: ESR-1040 Misc: 2 1 21-00-00 BO,5-1/4" LL 6930 lbs B1,5-1/4" DL 2892 lbs LL 6930 lbs DL 2892 lbs Total Horizontal Product Length=21-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf. Area (psf) Left 00-00-00 21-00-00 30 10 12-00-00 2 Unf. Area (psf) Left 00-00-00 21-00-00 25 10 12-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 47948 ft-lbs 51.4% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 8010 lbs 33.5% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. L/467 (0.52") 51.4% 1 1 particular application.Output here based Live Load Defl. L/662 (0.367") 54.4% 1 1 on building code-accepted design Max Defl. 0.52" 52.0% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 13.5 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Post 5-1/4"x 5-1/4" 9822 lbs 41.9% 47.5% Douglas Fir (888)234-0056 before installation. B1 Post 5-1/4"x 5-1/4" 9822 lbs 41.9% 47.5% Douglas Fir BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDT'",BCI®, Cautions BOISE GLULAMTm,SIMPLE FRAMING Member is not full su SYSTEM®,VERSA-LAM®,VERSA-RIM y pported at post BO. A connector is required at this bearing. PLUS®,VERSA-RIM®, Column at Bearing BO analyzed for bearing only, column analysis has not been performed. VERSA-STRAND®,VERSA-STUD®are Member is not fully supported at post B1. A connector is required at this bearing. trademarks of Boise Wood Products, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. L.L.C. Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram - b- d L_ ENT A a I • gpg .1 • ,,_. MEM a minimum =2" c= 14" b minimum = 2-1/2"d =24" Member has no side loads. Connectors are: 1/2 in.Staggered Through Bolt Page 1 of 1 Address: 75 Pires Drive ITEM QTY $/UNIT TOTAL Budding Plumbing Mechanical Electrical BUILDING AREA New Corrshuchon 90 SF $ 113.03 $ 10,172_70 $ 239.40 Basement,Finished SF $ 22.96 $ - S _ Basement,Unfinished SF $ 12.40 $ - $ Crawl Sapce SF $ 9.30 $ - InteriorRenovations SF $ 35.09 $ - $ - $ - MANUFACTURED HOMES Ground Anchors SF $ 6.45 $ - $ - $ Basement SF $ 12.41 $ $ - $ Crawl Space SF $ 9.31 $ - $ - $ Kitchen EA $ $ $ Full Bathroom 1 EA $ 734.58 $ 102.85 Half-Bathroom EA $ $ Attached SF $ 54.35 $ $ _ Detached SF S 69.53 $ - $ _ Under SF $ 10.03 $ - $ _ Carport SF $ 19.89 $ - • Warm-Air n Y/N $ Hot Water n Y/N $ Electric n Y/N Air Conditioning n Y/N $ - $ Upgrade Amps $ Overhead,new Amps $ Underground,new Amps $ Subpanel EA 5 599.50 $ Gen Set EA $ 3,850.00 $ - SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonry w/tfireplace EA $ 709665 $ - Masonry w/2 fireplaces FA $ 11,095.70 $ - Wood Stove,free standing FA $ 2,692.25 $ - Wood stove insert FA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck SF $ 43.07 $ _ Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ - POOLS 8 HOT TUBS Hot Tub EA $ 8,016.25 $ - $ _ Inground Pool FA $ 21,373.44 $ - $ _ Above Ground Round FA $ 5,099.46 $ - $ _ Above Ground Oval EA $ 6,019.75 $ - $ Pool Heater EA $ 8,98425 $ - - Inflatable Type Pool EA $ 1,550.00 5 - SHEDS w/o electrical SF $ 20.35 $ - w/electrical SF $ 20.35 $ - $ - RENOVATIONS Roofing,Overlay SF $ 3.00 $ - Roofing,Stop&reroof SF 5 4.00 $ - Roof Sheathing SF $ 1.31 $ - Siding SF $ 3.50 $ _ Windows EA $ 510.00 $ - Skylights EA $ 1,051.10 $ - Doors,Exterior FA $ 601.50 $ - Oil Tank,275 Gallon EA $ Oil Tank,550 Gallon EA $ MISCELLANEOUS CALCULATIONS $ 10,172.70 $ 734.58 S - $ 342.25 PERMIT FEE CALCULATIONS Construction Value l==ee Building $ 10,173.00 $ 88.00 Plumbing y $ 735.00 $ 8.00 Mechanical y $ _ $ Electrical y $ 343.00 $ 8.00 Working before Permit Issuance x _ Certificate of Occupancy Fee $ 25.00 Plan Review Fee S 10.40 State Education Fee $ 2.03 TOTALS 11,251.00 $ 141.43 Figures are based on the 2006 RS Means Residential Cost Data STATE OF CONNECTICUT ~ 7 S G } �� DEPARTMENT OF PUBLIC SAFETY 9 o DIVISION OF FIRE,EMERGENCY AND BUILDING SERVICES ®AF;' y.. • ;,. �x OFFICE OF THE STATE BUILDING INSPECTOR === tzr- August 18, 2008 'SF Ms. Lynn Nelson 511 Fitch Hill Road Uncasville, CT 06382 RE: M-1037-08 75 Pires Drive Oakdale, Connecticut Dear Ms. Nelson: I have reviewed the referenced request for modification of Section R301.2.1.1, of the 2003 International Residential Code portion of the 2005 State Building Code, which states in part that construction in regions where the basic wind speeds equal or exceed 110 mph shall be designed in accordance with the provisions of this section. It is my decision to approve this modification, as requested, and allow a 90 square foot addition to an existing single family dwelling to be exempt from the above code section. This decision is based on the fact that such addition is tied to the existing structure that is compliant with a previous code that did not require high wind design. If you have any questions, please contact Daniel Tierney, Deputy State Building Inspector, at (860) 685-8310. Sincerely, 9iii.4744„ GGI Lisa R. Humble, AIA, NCARB State Building Inspector LRH:DT:pm cc: Vernon Vesey, Montville Building Official Telephone(860)685-8310 1111 Country Club Road Middletown,CT 06457 http://www.ct.gov/dps An Equal Opportunity Employer Town of Montville Building Department Plan Review Form Date: p /f/O Job Address: 7 ,f+ / ' r e r D U T Job Description: Dat L r G p i„-, p •' it; 7 h Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(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 State Building Code. SUPPORTING DOCUMENTATION CONSTRUCTION DOCUMENTS Permit application not completed Plans required Permit fee due$ f y/ 13 Proposed building or addition exceeds 5,000 square feet, plans must be Permit fee to be calculated stamped and signed by a Connecticut registered Architect or Professional Construction values required for each trade in order to calculate the permit fee Engineer Worker's comp.affidavit or worker's comp.certificate to be submitted Construction documents are required to be shall be sealed by a CT licensed Copy of contractor's registration or license required Architect or Professional Engineer(106.1.4) Copy of Major contractor Registration Required Means of egress plan required designating the number of occupants on every Construction permit sign-off sheet required with appropriate approvals,it shall floor and all rooms and spaces, travel distances, and door, stair, ramp size be the applicant's responsibility to obtain the required signatures calculations(106.1.2) Affidavit required from the holder of the registration or license authorizing you Architectural plans required to apply for a permit with their information Structural plans required Provide supporting documentation to show compliance with the 2003 IECC Mechanical plans required (www.energvcodes.gov) Electrical plans required Two sets of construction documents required, this includes all engineering Plumbing plans required data,calculations and all other documentation(RI06.1) Fire protection plans required Documents are copyright protected,provide original plans or a letter from the Use&occupancy classification not indicated on the construction documents designer authorizing the duplication of the plans Provide calculations for the mixed separated uses(302.3.2) Field set of the approved construction documents are required to be picked up Height&area calculations required from our office and must be available on site during all inspections Ventilation calculations required to be submitted Construction documents shall be of sufficient clarity to indicate the location, More detailed plans required addressing accessibility nature and extent of the work proposed as per section RI 06.1.1 Soils report not submitted(1802.6) Construction documents do not match the orientation of the structure on the Statement of special inspections required(1704),available online at www.ct- site plan sec.org Plumbing fixture calculations required STRUCTURAL DESIGN Construction type not identified Submit supporting data to show conformance with the wind limitations (3 Group classification not identified second gust @ 115 mph) Fire-resistance design must be documented by an approved source, Documents required to be stamped and signed by a CT registered Professional Building trap location&detail,not provided or insufficient Engineer Construction documents do not match the engineering data submitted SITE PLAN Ground snow load(Pc)for Montville is 30 psf No plans submitted or insufficient information MCE Spectral accelerations for Montville are; Plans do not match the building plans S.=0.255 Finish floor elevation not indicated Si=0.078 Distance from the property line(s)to the structure not identified Proposed structure or addition exceeds the "threshold limits" and an Structure dimensions not provided independent structural engineering consultant review and all fees for such shall Existing and proposed contours are not provided or insufficient be paid by the of the building project(106.1.5.1) Footing drain discharge not identified Design loads not indicated(live&dead) Utilities not provided(electrical,phone,cable,sewer,water,gas) FOUNDATION Delineation of flood hazard areas and design flood elevation is required per section R106.1.3 No plans submitted or insufficient information Private sewage disposal system to be identified along with all technical and soil Dimensions required data as per section R106.2.1 Wall thickness not identified Grading is to slope away from the building,provide more detailed information Footing size not identified Plan submitted is not the same plan that has been approved by the Zoning Frost protection not identified or is insufficient Department and/or Health Department Column type,size,spacing not identified or insufficient Retaining wall—construction documents required Waterproofing details not provided or insufficient Retaining wall documents required to be stamped and signed by a Connecticut Pier type,size and anchor details not provided or insufficient Registered Professional Engineer Engineered foundation plan required Crawl space ventilation,location,type and size not provided or insufficient Crawl space access,location and size not provided or insufficient 1/14 : 1� � �� ° " 1Mot,1t . C_ut4ofri Revised May 4,2007 Town of Montville Building Department Plan Review Form Date: t7 /e/ P Job Address: 7 d' / t (F r D U T Job Description: �t 1 L r ,,p 4J2' 4'C7 4n Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(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 State Building Code. SUPPORTING DOCUMENTATION CONSTRUCTION DOCUMENTS Permit application not completed Plans required / Permit fee due$ f i/ Y.1 Proposed building or addition exceeds 5,000 square feet, plans must be Permit fee to be calculated stamped and signed by a Connecticut registered Architect or Professional Construction values required for each trade in order to calculate the permit fee Engineer Worker's comp.affidavit or worker's comp.certificate to be submitted Construction documents are required to be shall be sealed by a CT licensed Copy of contractor's registration or license required Architect or Professional Engineer(106.1.4) Copy of Major contractor Registration Required Means of egress plan required designating the number of occupants on every Construction permit sign-off sheet required with appropriate approvals,it shall floor and all rooms and spaces, travel distances, and door, stair, ramp size be the applicant's responsibility to obtain the required signatures calculations(106.1.2) Affidavit required from the holder of the registration or license authorizing you Architectural plans required to apply for a permit with their information Structural plans required Provide supporting documentation to show compliance with the 2003 IECC Mechanical plans required (www.energycodes.eov) Electrical plans required Two sets of construction documents required, this includes all engineering Plumbing plans required data,calculations and all other documentation(R106.1) Fire protection plans required Documents are copyright protected,provide original plans or a letter from the Use&occupancy classification not indicated on the construction documents designer authorizing the duplication of the plans Provide calculations for the mixed separated uses(302.3.2) Field set of the approved construction documents are required to be picked up Height&area calculations required from our office and must be available on site during all inspections Ventilation calculations required to be submitted Construction documents shall be of sufficient clarity to indicate the location. More detailed plans required addressing accessibility nature and extent of the work proposed as per section R106.1.1 Soils report not submitted(1802.6) Construction documents do not match the orientation of the structure on the Statement of special inspections required(1704),available online at www.ct- site plan sec.org Plumbing fixture calculations required STRUCTURAL DESIGN Construction type not identified x' Submitsupporting data to show conformance with the wind limitations (3 Group classification not identified second gust @ 115 mph) Fire-resistance design must be documented by an approved source, Documents required to be stamped and signed by a CT registered Professional Building trap location&detail,not provided or insufficient Engineer Construction documents do not match the engineering data submitted SITE PLAN Ground snow load(Pe)for Montville is 30 psf No plans submitted or insufficient information MCE Spectral accelerations for Montville are; Plans do not match the building plans S,=0.255 Finish floor elevation not indicated Si=0.078 Distance from the property line(s)to the structure not identified Proposed structure or addition exceeds the "threshold limits" and an Structure dimensions not provided independent structural engineering consultant review and all fees for such shall Existing and proposed contours are not provided or insufficient be paid by the of the building project(106.1.5.1) Design loads not indicated(live&dead) Footing drain discharge not identified Utilities not provided(electrical,phone,cable,sewer,water,gas) FOUNDATION Delineation of flood hazard areas and design flood elevation is required per section R106.1.3 No plans submitted or insufficient information Private sewage disposal system to be identified along with all technical and soil Dimensions required data as per section R106.2.1 Wall thickness not identified Grading is to slope away from the building,provide more detailed information Footing size not identified Plan submitted is not the same plan that has been approved by the Zoning Frost protection not identified or is insufficient Department and/or Health Department Column type,size,spacing not identified or insufficient Retaining wall—construction documents required Waterproofing details not provided or insufficient Retaining wall documents required to be stamped and signed by a Connecticut Pier type,size and anchor details not provided or insufficient Registered Professional Engineer Engineered foundation plan required Crawl space ventilation,location,type and size not provided or insufficient Crawl space access,location and size not provided or insufficient 1K14.: 0vt r Ca t1Dt� ReviseQMay 4,2007