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HomeMy WebLinkAbout2016 - 8x16 Deck TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE U NCASVI LLE, CT 06382-2599 TEL. (860)848-3030 X382 FAX. (860)848-7231 BUILDING PERMIT Permit Number: 82013-0227 Date: _ 06-Jun-13 Map/Lot: 074/015-T72 Owner ID: 5499000 Project Location: 72 PINK ROW Unit: Job Description: 8x16 Deck(Freestanding) Owner Nam Barry E.Grant&Elaine Tootell Tenant Name N/A Careof: 72 Pink Row Uncasville CT 06382- Telephone: (860)848-9283 Applicant Name: Home Owner Telephone: DBA: Lic/Reg Type Lic/Reg No V 0 Exp Date: Construction Value Permit Fees Construction Information Building Value: $4,478.00 Building Fee: $60.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 2005 State Building Code Mechanical Valu $0.00 Mechanical Fee $0.00 Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type IRC Total Value: $4,478.00 Penalty Fee: $0.00 Permit Code: R10 C of 0 Fee: $10.00 Comment Plan Review Fe $6.00 State Ed Fee: $1.16 Total Fee Paid: $77.16 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 ❑ Footing-Prior to pouring concrete ❑ 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 framin ❑ 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 Apo royal ' - l ific.to o Occupancy Building Official's Approval: Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: k, 13-0DD--7 Type of Work Occupancy Type Permit Type S New Construction S Single Family L Building ❑Addition ❑Two-Family El Plumbing El Alteration 0 Townhouse ❑Mechanical El Accessory Structure ❑Electrical CRS#: Property Address: ' 2 P 1\� i3OL-L' (Number) (Street) (Unit) Job Description: S\ I�� )Ea, 6---1-ea64a(4rn�l Owner: �r q,rr\) } EIQctre, (;vetrti- Address: /Z NA- City: Uric SV I l t t State: CT Zip Code: DC.> 2 Telephone( SO) Applicant: (�aM-e) DBA: Address: City: State: Zip Code: Telephone( ) Contractors- Complete the Following: License Type: License No.: Expiration Date: 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. ❑ 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: V et/v.T4-- Date: \5 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 August 23,2W7 Town of Montville Building Department File Receipt Date: 05-Jun-13 ReceiptNo: 8472 Received From: Barry Grant Job Address: 72 Pink Row Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $0.00 State Cash: $0.00 Bldg Check: $77.16 State Check: $1.16 Bldg Credit: $0.00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: $0.00 Fire Credit: $0.00 Construction Value: $4,478.00 Demolition Value: $0.00 CheckNo: 103 Received By: Carmen Kneeland l 'rt/\NA_t net . k+1,utitscvv) Address: 72 Pink Row ITEM QTY S/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA Basement,Finished - SF $ 41.96 $ - $ - Interior Renovations - SF $ 36.09 $ - $ - $ - AMENITIES Kitchen EA $ - $ - $ - Full Bathroom - EA $ - $ - Half-Bathroom EA $ - $ - GARAGE Detached SF $ 71.53 $ - $ - MECHANICAL Warm-Air n Y/N $ - Hot Water n- Y/N $ - Electric n- Y/N $ - Air Conditioning n- Y/N $ - ELECTRICAL SERVICE Upgrade Amps $ - Subpanel EA $ 699.00 $ - Gen Set EA $ 3,850.00 $ - SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonryw/lfireplace EA $ 7,096.65 $ - Masonry w/2 fireplaces EA $ 11,095.70 $ - Wood Stove,free standing - EA $ 2,692.25 $ - Woodstoveinsert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck 128 SF $ 34.98 $ 4,477A4 Porch - SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ - POOLS&HOT TUBS Hot Tub EA $ 8,016.25 $ - $ - Inground Pool EA $ 31,550.00 $ - $ - Above Ground Round EA $ 6,299.46 $ - $ - Above Ground Oval - EA $ 7,019.75 $ - $ - Pool Heater - EA $ 8,984.25 $ - $ - Inflatable Type Pool EA $ 1,200.00 $ SHEDS w/o electrical SF $ 25.55 $ - w/electrical - SF $ 26.85 $ RENOVATIONS Roofing,Overlay SF $ 3.50 $ Roofing,Strip&reroof - SF $ 4.50 $ Roof Sheathing - SF $ 1.51 $ - Siding - SF $ 6.75 $ - Windows - EA $ 550.00 $ - Skylights EA $ 1,051.10 $ - Doors,Exterior - EA $ 601.50 $ - Oil Tank,275 Gallon - EA $ - Oil Tank,550 Gallon - EA $ - MISCELLANEOUS CALCULATIONS TOTALS $ 4,477.44 $ - $ - $ - PERMIT FEE CALCULATIONS Construction Value Fee Building $ 4,478.00 $ 60.00 Plumbing y $ - $ - Mechanical - Electrical - Working before Permit Issuance n $ - Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 6.00 State Education Fee $ 1.16 TOTALS $ 4,478.00 $ 77.16 Figures are based on the 2006 RS Means Residential Cost Data State of Connecticut Workers' Compensation Commission 7A L. t .) al .11.6 s;wr. Please TYPE or PRINT IN INK cc Proof 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 Sc i fVe. v f\ Property located at 17' P I RVN ( 611/t) in the City/Town of Urc.oSv 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: aI am the OWNER of the above-named property.I WILL NOT act as the general contractor or principal employer. Signature of OWNER Applicant ❑ I 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 Federal Employer ID*(FEIN) Signature of SOLE PROPRIETOR Applicant • • kag . .,,,,, 3 , 1 a 00w �°• ° j 0 • r-t — =id, 2 i< A Q °_' a °1 os,� = ,� 0 Wm a -nc.o12 o 0 - l' oay p ° oo.. la4r___j>Lo '/ _______ _ C/1 _ 0 p A .,c: , C 1 ---$1 1 ,n Ca ( '^ o 0 0 -m m o rl '.( • Q, C.),) �1- N U -c� `4 If I r W 6) o _ 0 k ,c, '-o " C/f/S off, � ., . _,. ! n Ni, c P \%\ H P o 4 , 60 1 r W . --e, ---------------, H 1 i E (- ,� 17H I ` i a 0 - 1 ! i f t i E i 1 . 1 0 11 di Ii I (i �. 1/ 1 ii . i r 1 I. 1 , _f ( p ' !E Y 1 i II ki L )0 a I c 7 1! 1)1. (6 ,e Cll i.\u‘ -lbl 47 W i 1 C/k 'C'3f\-.C.\ L.. - P ;-.,- ,---) (1'n -.< 12,, ,..-- "c, _.., r ! ! �.... i. Y) — `_ I r-----.== ._ C' IA , ; r ± \; I(----- i i A I .......____L 0 c o' ,i. ___7. ,.„,..: _ C I -7 s' _ s i - s U3 — / . 4 1. I 7.._......._:- .., , , , . ....„ , i,...., , _ fd (,,,,, N cp U` .9 VINE PROPERTY MANAGEMENT, LLC May 23, 2013 Barry and Elaine Grant 72 Pink Row Uncasville CT 06382 Dear Barry and Elaine: Please accept this letter in response to your request to replace your existing front steps. After having inspected your lot, reviewing property lines and considered your plans to build a 8' X 16' deck I agree with your decision. However, I would suggest beginning at your front door and running toward your driveway with stairs on the right. I believe this option would provide proper distance from the boundaries as approved when Pete received permission to set your home seven feet back from the easement. Additionally, I am aware of the numerous surgeries the two of you have had with your knees, hips and physical therapy. I hope the new access to your home will help you to enjoy many more years in your retirement home. If you should have any questions or concerns, feel free to contact me at 860-848-0686 or vineproperty©gmail.com . Sincerely, ad161,49tel. �y C r'`-aL, Vine Property Management, LLC Catherine Vine, Its member 16 McCulley Place PHONE: 860-848-0686 PO Box 265 Uncasville CT 06382 c Cl. VI Q. N 0 c[] s 0 d ti O C4 Q4 p m ` t C tt 0 4 au 0 C 3v a q) i On al — T_SE- - (a o g si. Q3 Qcc.) a i30- 0 �, * „ n 0 -3- Froposed 5 2X24 1 - i 14- Mobile home ' aCL9) 0 Location 1 , 7' I W 00 o o • o- 0 Scale I "= 20' /lb Qo Town of Montville Building Department Residential Accessory Structure Plan Review Form Date: S7)- 41)� 3 ,/ Job Address: 7 2 /" i') PG Pt/ i !� Job Description: 8 X /G ,(/2 GA,--: 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 SITE PLAN ("Permit application not completed Permit fee due S P9 6, /4 Plans Plans do donot requiredt match the building plans Permit fee to be calculated Finish floor elevation not indicated Worker's comp.affidavit or worker's comp.certificate to be submitted Distance from the property line(s)to the structure not identified Copy of contractor's registration or license required Structure dimensions not provided Construction permit sign-off sheet required with appropriate approvals,it shall Existing and proposed contours are not provided or insufficient be the applicant's responsibility to obtain the required signatures Footing drain discharge not identified Affidavit required from the holder of the registration or license authorizing you Utilities not provided(electrical,phone,cable,sewer,water,gas) to apply for a permit with their information Delineation of flood hazard areas and design flood elevation is required per Provide supporting documentation to show compliance with the 2003 IECC section R106.1.3 (www.enernvcodes.uov)OR Private sewage disposal system to be identified along with all technical and soil • One-and Two-Family Dwellings with<—15%glazing area to conform to the data as per section R1062.1 requirements of section N1102.1 Grading is to slope away from the building,provide more detailed information • Townhouses with<25%.glazing area to conform to the requirements of Plan submitted is not the same plan that has been approved by the Zoning section N1102.1 Department and/or Health Department Two sets of construction documents required, this includes all engineering Retaining wall—construction documents required data,calculations and all other documentation(8106.1) Retaining wall documents required to be stamped and signed by a Connecticut Documents are copyright protected,provide original plans or a letter from the Registered Professional Engineer designer authorizing the duplication of the plans / 4 Field set of the approved construction documents are required to be picked up FOUNDATION from our office and must be available on site during all inspections No plans submitted or insufficient information Construction documents shall be of sufficient clarity to indicate the location, Dimensions required S �1 nature and extent of the work proposed as per section R106.1.1 Wall thickness not identified t X (p t/ `1 / Construction documents do not match the orientation of the structure on the _Footing size not identified /L site plan ` // Frost protection not identified or is insufficient J Column type,size,spacing not identified or insufficiete WIND LIMITATIONS _ Waterproofing details not provided or insufficient Submit supporting data to show conformance with the wind limitations (3 t/ Pier type,size and anchor details not provided or insufficient second gust(a)110 mph) Engineered foundation plan required ''' Design publication needs to be identified(WFCM,chapter 3;WFCM,chapter Crawl space ventilation,location,type and size not provided or insufficient 2;ASCE 7-2002;SSTD10-99) Crawl space access,location and size not provided or insufficient Documents required to be stamped and signed by a CT registered Professional Engineer WINDOWS&DOORS Documents must be designed to either Door sizes not identified • Wood Frame Construction Manual,2001 edition Window size&type not identified • ASCE 7—2002 edition Window header size not identified or insufficient • SSTD 10—1999 edition Door header size not identified or insufficient Documents required to be stamped and signed by a CT registered Professional Engineer if based on ASCE 7-02 or WFCM chapter 2 GARAGE and CARPORTS Shear walls not identified on the construction documents or are insufficient No plan submitted or insufficient information provided Shear wall calculations required Building section required Ridge connection not identified or insufficient Opening protection between the garage and residence is not identified or Roof-to-wall connection not identified or insufficient insufficient per section 8309.1 Wall-to-wall connection not identified or insufficient Separation between the garage and the residence is not identified or insufficient Wall-to-sill connection not identified or insufficient per section R309.2 Provide engineering data for the piers to resist gravity,lateral,shear and uplift Detached garages shall be separated from dwellings on the same lot as required loads,stamped and signed by a CT licensed design professional by section R309.2 with opening protection as required by section 309.1 when Hold-clown devices,location and type not identified or insufficient spaced 10 feet or less from the dwelling. Foundation anchor spacing not identified or insufficient Construction documents do not match the engineering data submitted ELEVATIONS Cold-formed steel framing shall be designed in accordance with COFS/PM- No plans submitted or insufficient information 2001 edition Plans do not match the floor plans Finish grade not identified or does not match the site plan Building height(s)not identified Dimension height of chimney Roof pitches not identified &visedMay4,2007 Town of Montville Building Department STAIRS SHEDS Stair not shown Structure has an area of more than 400 square feet— frost 9 protection is Stair width required to be minimum of 36"above the required handrail height required,provide details(8403.1.4.1) !/ Tread depth not identified or insufficient(9"Minimum depth required) Eave height is greater than 10 feet—frost protection is required,provide details r/ Riser height not identified or not to code(8 "Maximum 4"minimum) (R403.1.4.1) r/ Riser opening can not allow the passage of a 4"sphere Ground anchors are required—provide information and details Nosing required for closed riser stairs Winder stair—detailed plans required POOLS/HOT TUBS Spiral stair—detailed plans required Provide information and details for barrier Guardrail detail not provided or insufficient detail Gate can not swing out over stairs Handrail detail not provided or insufficient detail Gate required to swing away from the pool area Headroom height not identified or insufficient Sidewall support brackets required to be protected by a barrier, provide 36"landing out from bottom step for the full width of the stairs is required information and details 36"landing required at the top of the stairs Gates to self-closing and self-latching Frost protection required,provide details and connections Doors from residence required to be alarmed OR self-closing,self-latching Pool pump receptacle dimension from the pool wall is required—show location FRAMING on plan Stud size and spacing not provided or insufficient General purpose receptacle required(min.10 ft,max 20 ft from pool)—show Sheathing type not provided or insufficient location on the plan Plans required showing joists,beams and openings Wiring type not identified or unclear Bearing partitions not provided or indicated Wiring method not identified or unclear Framing direction not indicated or unclear Burial depth not identified or unclear Beam span&size not provided or insufficient Bonding requirements not identified or unclear Joist span size&spacing not provided Light fixtures—manufacturers installation instructions required Joist's over-spanned Electrical plan required for pool Beam over-spanned Provide design data for all unaligned wall and floor bearing points FLOOD-RESISTANT CONSTRUCTION(R323) Point loads not identified on beam data Documentation required to be submitted for the connection,anchored to resist Framing less than 18"to grade to be pressure treated or decay resistant flotation collapse or permanent lateral movement Delineation of flood hazard areas,floodway boundaries,and flood zones and Steel beam — must be stamped and signed by a Connecticut Professional Engineer the flood design elevation to be identified on the site plan(8106.1.3) LVL's—engineering data required Elevation of the proposed lowest floor,including basement;in areas of shallow 1-joists—engineering data required flooding (AO zones), the height of the proposed lowest floor, including Design loads not provided or insufficient basement,above the adjacent highest grade shall be identified(R106.1.3) Electrical systems, equipment and components, and heating, ventilation,air DECKS/PORCHES conditioning and plumbing appliances,plumbing fixtures, duct systems,and Construction documents required other service equipment shall be located at or above the design flood elevation. Dimensions required Framing direction not indicated ELECTRICAL INFORMATION Beam span&size not provided or insufficient Plans required showing panel locations,GFCI,switches,lights and receptacle ltions Joist span,size&spacing not provided Panel location not identified Joist's over-spanned Beam over-spanned Receptacle locations not identified or insufficient GFCI receptacle locations not identified or insufficient Ledger—show attachment and flashing detail Post size or spacing not indicated Lights and switches not identified or insufficient Height of deck above adjacent finished grade not provided Location of time clock not identified Connections not identified or insufficient Plans do not match site plan FUEL GAS INFORMATION LP-Gas tank size and location not identified on the plans Trench detail not provided or insufficient Piping diagram not submitted or insufficient Comments: • Permit application reviewed by: Vernon D.Vesey y David M.° ensen Building Official Deputy Building Official 4ZrviredWay 4,2007 F y v � — 0 AZEK Deck. Easy for deck builders to install. Easy for homeowners to enjoy. These guidelines will direct you through the AZEK Deck installation process. Most contractors will find this process very similar to the installation of a traditional wood deck, with a few minor considerations. The following pages depict installation methods that are recommended II by the manufacturer. Keep in mind that these guidelines may not cover every installation scenario you may encounter. Since each installation is unique in its performance requirements, the ultimate installation method used is the sole responsibility of the installer. AZEK Deck claims no liability or responsibility for the improper installation of this product. The purchaser is solely responsible for compliance with applicable local codes as to theeck's intended use. AZEK Deck recommends that all designs be reviewed by a licensed architect, engineer or local building official before installation. AZEK Deck will provide, at the purchaser's request, independent laboratory results to assist in your planning process. PREPARATION \ Follow these guidelines for best deck installation. > If placing AZEK Deck materials on an existing joist structure, A B 6 c check to see that all joists are level,structurally sound and that z Add there are no nails or screws protruding. Zild > Proper joist spacing is required for proper installation. "�� 'r For correct joist spacing: " :�`r�_is - ���� >> Do not exceed 16"center to center for applications �� � I I I with deck board perpendicular to joists. 16"BASIC INSTALLATION PICTURE FRAME INSTALLA- DIAGONAL INSTALLATION >> Do not exceed 12"center to center for SUBSTRUCTURE TION SUBSTRUCTURE SUBSTRUCTURE 16"on center maximum 16"on center maximum 12"on center commercial applications. joists.(12"for commercial joists plus additional maximum joists. >> For deck boards on a 45°angle,such as a herringbone applications) support for the picture pattern,the joists should not exceed 12"center to center. frame structure.(12"for commercial applications) I >All supports for attaching railings should be in place before installing your boards. >AZEK Deck products should not be used for railing supports. 10 INSTALLATION AZEK Deck Brochure Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL Applicant is responsible for obtaining all of the required approvals. No permit will be issued until all the required signatures are obtained. 2 ()l(\V ? (9‘v\) Property Address C,\ pct (' +ee44rq") Job Description Required Department Permit Issuance Approval Approval f Tax Collector ,G�-� j //o+/,'3 Signature/date Comments: /J • Planning & Zoning Lj Signature/date Comments: t`E' �! 7 p 1 / f Fire Marsh J L ff � Lel Signature/date Comments: It .a .0 t Required for properties with private septic or well Comments: WPCA, Administrative �-� 4a7/-3 Required for properties on sewer Signat /d e Comments: ❑ WPCA, Operations When Required by WPCA Signature/date Comments: ❑ Department of Public Works Required when project includes driveway work or certain drainage requirements Signature/date Comments: ❑ Montville Police Department Required for all permits EXCEPT one and two family residential Signature/date Comments: ❑ State Dept. of Transportation Required for Structures over 100,000 sq.ft.or with more than 200 parking spaces-Official copy of STC Certificate of Operation required-per CGS 14-311 Signature/date Building Department Review Complete Signature/date Revised May 23,2011