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HomeMy WebLinkAbout8x15 Deck 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: B2008-0422 Date: 26-Aug-08 Map/Lot: 039/084-000 Owner ID: 5526000 Project Location: 70 PIRES DRIVE Unit: Job Description: 15x8 Rear Deck Owner Name: Richard W and Josephine Bruyneel Tenant Name: N/A Careof: 70 Pires Dr Oakdale CT 06370- Telephone: (860)917-8284 Contractor Name: Home Owner Telephone: DBA: Lic/Reg Type: Lic/Reg No: 0 Exp Date: Construction Value Permit Fees Construction Information Building Value: $3,958.00 Building Fee: $32.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 2005 State Building Code Mechanical Value: $0.00 Mechanical Fee: $0.00 Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type: IRC Total Value: $3,958.00 Penalty Fee: $0.00 Permit Code: R10 C of 0 Fee: $10.00 Comments: Plan Review Fee: $3.20 State Ed Fee: $0.71 Total Fee Paid: $45.91 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 framing ❑ Electrical Service CRS No: 0 Vi Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking_Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ❑ Certificate of •.proval - • e of Occupancy Building Official's Approval: -_/ I Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncas\ilia, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: 6as Type of Work Occupancy Type Permit Type O New Construction 0 Single Family Ki Building ❑Addition ❑Two-Family ❑Plumbing ❑Alteration ❑Townhouse 0 Mechanical ❑Accessory Structure ❑Electrical CRS#: Job Address: /L;; P 1 I'CJ Or 601c(1O/C (7t, n6J 70 (Number) (Street) (Unit) Job Description: fj J/d r1('c.0 dal CH 06 /X7(L a 1- uic. Owner: JGfCphi rx'_ OYJX/ XC'/ Address: 70 P°re 1 OK City: 00 LOW State: C 7 Zip Code: i'c'_) Telephone: 860- 9/7 - 8.2884 Contractor: e kf` n .'-i 11(1/: DBA: J(O/. /98 Address: 5 Q;cCy id)e City: OQ LQblc State: (7/ Zip Code: (&57() Telephone: _660 "519 7.29( 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(I)Jy4LL in chapters 33 through 42 of the Residential Code. Owner/Agent Signature: (/ -z- Date: P.)- ,10108 Consttctton 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: 7tevisedt August 23,2037 Town of Montville Building Department File Receipt Date: 25-Aug-08 Receipt No: 3780 Received From: Josephine Bruyneel Job Address: 70 Pires Drive Fees Collected State Educational Training Fee Cash: $45.91 Cash: $0.71 Check: $0.00 Check: $0.00 Check No: 0 Short/Over: $0.00 Construction Value: $3,958.00 Demolition Value: $0.00 Received By Carmen Roberts OCAAinUIV ktk kj Address: 70 Pires Drive ITEM QTY S/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA New Construction SF $ 113.03 $ - $ - Basement,Finished SF $ 22.96 $ - $ Basement,Unfinished SF $ 12.40 $ - $ - Crawl Sapce SF $ 9.30 $ - Interior Renovations SF $ 35.09 $ - $ - $ - MANUFACTURED HOMES Ground Anchors SF $ 6.45 $ - $ - $ - Basement SF $ 12.41 $ - $ - Crawl Space SF $ 9.31 $ - $ - $ AMENITIES Kitchen EA $ - $ - Full Bathroom EA $ $ Half-Bathroom EA $ $ GARAGE Attached SF $ 54.35 $ - $ Detached SF $ 69.53 $ - $ Under SF $ 10.03 $ - $ Carport SF $ 19.89 $ - MECHANICAL Warm-Air n Y/N $ - Hot Water n Y/N $ - Electric n Y/N _ Air Conditioning n Y/N $ - $ ELECTRICAL SERVICE Upgrade Amps $ Overhead,new Amps _ Underground,new Am $ ps $ Subpanel EA $ 599.50 Gen Set EA $ 3,850.00 $ - SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonry w/lfireplace EA $ 7,096.65 $ - Masonry w/2 fireplaces EA $ 11,095.70 $ - - Wood Stove,free standing EA $ 2,692.25 $ - Wood stove insert EA $ 1,85977 $ - DECKS,PORCHES,SUNROOMS Deck 120 SF $ 32.98 $ 3,957.60 Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ POOLS&HOT TUBS Hot Tub EA $ 8,016.25 $ - $ - Inground Pool EA $ 21,373.44 $ - $ - Above Ground Round EA $ 5,099.46 $ - $ Above Ground Oval EA $ 6,019.75 $ - $ - Pool Heater EA $ 8,984.25 $ - InBatable Type Pool EA $ 1,550.00 $ - SHEDS w/o electrical SF $ 20.35 $ - w/electrical SF $ 20.35 $ - $ - RENOVATIONS Roofing,Overlay SF $ 300 $ - Roofing,Strip&reroof SF $ 4.00 $ - Roof Sheathing SF $ 1.31 $ - Siding SF $ 3.50 $ - Windows EA $ 500.00 $ - Skylights EA $ 1,051.10 $ - Doors,Exterior EA $ 601.50 $ - Oil Tank,275 Gallon EA $ - Oil Tank,550 Gallon EA $ MISCELLANEOUS CALCULATIONS TOTALS $ 3,957.60 $ - $ $ PERMIT FEE CALCULATIONS Construction Value Fee Building $ 3,958.00 $ 32.00 Plumbing y $ - $ Mechanical y $ - $ Electrical y $ - $ Working before Permit Issuance $ Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 3.20 State Education Fee $ 0.71 TOTALS $ 3,958.00 $ 45.91 Figures are based on the 2006 RS Means Residential Cost Data ?lac- State of Connecticut N 7A Workers' Compensation Commission o L0, Please TYPE or PRINT IN INK lx Spy 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 JQJCI h'ne 61'LY-1)(C Property located at 76 fi/t 0 Dr in the City/Town of OC-1.t`dG/C , C 1 66✓10 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: 0 I am the OWNER of the above-named property.I WILL NOT act as the general contractor or principal employer. / �/ s Signature of OWNER Applicant j _ �_' , ./ / UI 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 The Home Depot#6234 1932 NORWICH-NEW LONDON, UNCASVILLE, CT 06382 (860)848-9217 Sat Aug 23 09:38:52 2008 This Project cannot be priced because not all materials are carried in stock. See Store Associate for prices on non-stock items shown in Bill-of-Materials. RICHARD/JOSEPHINE BRUYNEEL DECK PLANS 8/23 16961 Deck Layout te Ma FM -E E� RECEIVED AUG 2 5 2008 BUILDING DEPT The Hpme Depot#6234 1932 NORWICH-NEW LONDON, UNCASVILLE, CT 06382 .(860) 848-9217 Sat Aug 23 09:38:52 2008 This Project cannot be priced because not all materials are carried in stock. See Store Associate for prices on non-stock items shown in Bill-of-Materials. RICHARD/JOSEPHINE BRUYNEEL DECK PLANS 8/23 16961 Post Layout for Deck 1 I-, 8' — 8 ' 1, 3" - - '. 13asePoint 1 _ - co N " O The Home Depot#6234 1932 NORWICH-NEW LONDON, UNCASVILLE, CT 06382 .(860)848-9217 Sat Aug 23 09:38:52 2008 This Project cannot be priced because not all materials are carried in stock. See Store Associate for prices on non-stock items shown in Bill-of-Materials. RICHARD/JOSEPHINE BRUYNEEL DECK PLANS 8/23 16961 Deck Dimensions for Deck 1 16' aathk. e ISE 41 INid Deck 1 Joist Spacing = 16 in. o.c. Baluster Spacing = 3 3/4" Toe Spacing = 3 3/4" Railing Height = 36" The Home Depot#6234 1932 NORWICH-NEW LONDON, UNCASVILLE, CT 06382 (860)848-9217 Sat Aug 23 09:38:57 2008 ' RICHARD/JOSEPHINE BRUYNEEL DECK PLANS 8/23 16961 Construction Specifications deck 1: Construction Method = Beam to Side of Post Footing Type= In-Ground Live Load =40 Dead Load = 10 Decking Spacing =0 1/4" Joist Spacing = 16" Beam Spacing = 72" Post Spacing =84" Decking = 5/4X6 Thompsonized Southern Pine No. 2 Beams =2X8 Treated Southern Pine No. 1 Joists =2X10 Treated Southern Pine No. 2 Posts =4X4 Treated Southern Pine No. 2 Deck Height=60" Diagonal Bracing =Yes Deck Skirt= No Joist Overhang = 12" Beam Overhang = 12" Decking Deflection Factor= 360 Joist Deflection Factor= 360 Beam Deflection Factor = 360 Pref Decking Size = ML5/4x6 Pref Joist Size =2x10 Pref Beam Size =2x8 Pref Post Size=4x4 Diag Brace Height 1 =24" in Diag Brace Height 2 =24" in Railing 1: Railing Height= 36" Baluster Spacing = 3 3/4" Railing 3: Railing Height= 36" Baluster Spacing = 3 3/4" Stair 1: Step Width = 36" Step Height=52 1/2" Step Rise= 7 1/2" Step Run = 11" Stringers =2X12 Treated Southern Pine No. 2 Risers =5/4X6 S/OWalnut Veranda Decking Treads = 5/4X6 Thompsonized Southern Pine No. 2 Railing 5: Railing Height= 36" Baluster Spacing =3 3/4" IIie Home uepot#6234 1932 NORWICH-NEW LONDON, UNCASVILLE, CT 06382 (860) 848-9217 Sat Aug 23 09:38:52 2008 This Project cannot be priced because not all materials are carried in stock. See Store Associate for prices on non-stock items shown in Bill-of-Materials. RICHARD/JOSEPHINE BRUYNEEL DECK PLANS 8/23 16961 3D View ' -_ ]_� ] gyp r r , _ J Th'e Home Depot#6234 1932 NORWICH-NEW LONDON, UNCASVILLE, CT 06382 ' (860)848-9217 , 8/23/2008 RICHARD/JOSEPHINE BRUYNEEL DECK PLANS 8/23 16961 Materials for Deck: Qty UOM SKU Use Description 30 EA 302477 Balusters 2X2-8#1 EE PT 2 EA 255677 Beam 2X8-16#1 SYP PT 17 EA 159091 Decking 5/4X6-16 PREMIUM THOMPSONIZED PT 4 EA 168768 H Top Rail 5/4 X6-8FT THOMPSONIZED DECK PT 11 EA 155465 Joist 2X10-8#2 PT 2 EA 155465 Ledger 2X10-8#2 PT 3 EA 257974 Post 4X4-10#2 PT 4 EA 256276 Railing Post 4X4-8#2 PT 4 EA 155465 Rim Joist 2X10-8#2 PT 3 EA 255974 Stair Stringer 2X12-8#2 PT 1 EA 168768 Step Tread 5/4 X6-8FT THOMPSONIZED DECK PT 4 EA 168793 Step Tread 5/4 X6-12FT THOMPSONIZED DECK PT 4 EA 254258 Vert Top Rail 2X4-8#1 SYP PT Standard Materials: NOSKU, Standard Deck Materials 12 EA 865889 2x10 Joist Hanger LUS210Z DOUBLE SHEER HANGER Z-MAX 6 EA 544208 Beam Bolt 4x4 CARRIAGE BOLT-GALV. 1/2 X 8 6 EA 538892 Beam Nut HEX NUT GALV 1/2 6 EA 538981 Beam Washer FLAT CUT WASHER GALV 1/2 9 EA 169765 Conc ln-Gnd 80LB. QUIKRETE CONCRETE MIX 1 EA 258132 DiagBrac Joist 4X4-12#2 PT 1 EA 192708 DiagBrac Joist Nail 16D 3-1/2" HOT GALV COMMON 5 LB 2 EA 439398 Flashing DECK LEDGER FLASHING WHT GALV 8FT 1 PK 462810 Hanger Nails 2x10 N10DHDG 1LB. BOX OF N10DNAILS 1 EA 192708 Joist Framing Nails 16D 3-1/2" HOT GALV COMMON 5 LB 13 EA 538981 Lag Bolt Washer FLAT CUT WASHER GALV 1/2 13 EA 928607 Ledger-Bolt LAG SCREW GALV 1/2 X 6 14 EA 544208 Rail Post-Bolt CARRIAGE BOLT-GALV. 1/2 X 8 14 EA 538892 Rail Post-Nut HEX NUT GALV 1/2 14 EA 538981 Rail Post-Washer FLAT CUT WASHER GALV 1/2 Decking: OPTMAT, Thompsonized Southern Pine No. 2 1 EA 221631 Deck Screws DECKMATE SCREW, GREEN, 3 IN, 25LB 1 EA 735002 Fascia Screws DECKMATE SCREW, GREEN, 2-1/2IN, 5LB 4 EA 155400 Fascia Board 1X6-8 APPEARANCE GRADE PT The total cost of in stock materials is $1107.13 plus tax. This Price does not include any Special Order Items. Please see Store Associate to adjust the design or to price and order items. This estimate was created on 8/23/2008 and is valid for 3 business days. Parameters from UBC.cod parameter file. Parameters used for Deck 1: 40 psf live load, 48 inch footing depth. WARNING: THIS IS NOT A FINAL DESIGN PLAN. VARIATIONS IN BUILDING CODES, SPECIFIC ARCHITECTURAL CONSIDERATIONS, OR SITE CONDITIONS MAY REQUIRE CHANGES TO THIS DESIGN. YOU ARE RESPONSIBLE FOR THE FINAL STRUCTURE, CODE VERIFICATION, MATERIAL USAGE, AND STRUCTURAL SAFETY OF THIS DESIGN. BE SURE TO CHECK AND VERIFY THE DESIGN WITH YOUR LOCAL ARCHITECT AND BUILDING INSPECTOR. THE COMPANY ASSUMES ABSOLUTELY NO RESPONSIBILITY FOR THE CORRECT USE OF THIS PROGRAM. ALL OUTPUT SHOULD BE EXAMINED BY A QUALIFIED PROFESSIONAL TO DETERMINE IF THEY ARE REASONABLE AND ACCURATE. 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 10 P)' Property Address I 1 ce<z_V)N_,--___. 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 '111 Tax Collector 2, ,� 0,. fps/ P Required for all permits / 1 Comments: ® WPCA, Administrative Required for properties on sewer Comments: ❑ WPCA, Operations When Required by WPCA _ %I.- Comments: Planning &Zoning 7J L/ Z5—A9 Required for all permits ::i } ® Health Department ij� Required for properties with septic systems—Not required for Plu s&13a5/OS lectrical,Mechart�cal,Roofing'Siding,Windows& Dors Comments: / 1 s_ �.: , >;....d. dr ❑ 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 s t°ces-Official copy of STC Certificate of Operation required—per CGS 14-311 I Comments: )17 (ii Fire Marshal . V-2) Required for all permits Comments: < i -4-I t 1` i��. iAugust 5,200 Town of Montville • Building Department /� Plan Review Form 7/6.2S/0 � Date: lJ/p2 J/0O j� Job Address: 7 0 / `j t'J- ✓r r V Job Description: 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 ,-nrnnteted Plans required Permit fee due$ 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.gov) 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 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(P,)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 S1=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 Existingand be paid by the of the building project(106.1.5.1) proposed contours are not provided or insufficient 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 No plans submitted or insufficient information Private seRsection se 06.1.3 Dimensions required wage disposal system to be identified along with all technical and soil 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 Pier Retaining wall documents required to be stamped and signed by a Connecticut 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 Revised May 4,2007 Town of Montville Building Department Comments: r 14'7 C e, 7 Gl lam/ C, U I ->P //ll�fi�tsvit G /. pJ tC94,tO' rr reOvvs 6 TGmay, /0 / cr s ✓ 7 ` e fp /ar! li), cr al <s cd/99 /41 Yo) e ,w c <s S-1 r.' s OvG [," I a 4 c.c."e y v 4�!' "'""0/ C �b s r rS Pr f Or S®etre /eSf /' :.S/q(( - w.` / in 4 C /oSP'-/ r'sf / < c�� �'� cr p h hI< /weso*h 3,'/ 4- / � / s-i _L -s-J' - {Vu ler J f '�/ a/ // 'I 8 ‘,5-1 4;r� Ir 1` .�f / 5 ,rJ-G /KJGtrn y -t 6 �y q or 1.17ry/ 3cr./.cvs 14,, 1 4 y Civ yvi v� r I'i ,f' e'er s r liter q q`o /+ r/o. L /ia- 1A / Ovt 0 c--) s Sr`a/T- / / , .rr v.,7-1 7 t q �sz, 71. 9 '" 6 c% o !l o ,s. .->7 Permit application reviewed by: C94-44 Vernon D.Vesey II David M.Jensen Charles Corell Building Official Deputy Building Official Building Inspector Raised May 4.2017