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Home My WebLink About22x26 Deck 2006 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: B2006-0446 Date: 29-Aug-06 Map/Lot: 131/042-000 Owner ID: 80000 Project Location: 20 ANDERSEN LANE Unit: Job Description: 457 square foot deck Owner Name: Jill R Hamel and John David Wile Tenant Name: N/A Careof: 20 Andersen Lane Oakdale CT 06370- Telephone: Contractor Name: Steven M Whitehead Telephone: (860)447-3411 DBA: Steve's Improvements Lic/Reg Type: HIC 32 Wiemes Court Lic/Reg No: 579470 Exp Date: 30-Nov-06 Waterford CT 06385- Construction Value Permit Fees Construction Information Building Value: $12545.00 Building Fee: $104.00 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: $12,545.00 Penalty Fee: $0.00 Permit Code: R10 C of 0 Fee: $100.00 Comments: Plan Review Fee: $10.40 State Ed Fee: $2.01 Total Fee Paid: $126.41 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 Se 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 F-/_1 Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking _Draftstopping INSPECTION REOUIRED UPON COMPLETION. ❑ Insulation ❑ Certificate of Approval 0 Certificate of Occupancy Building Official's Approval: Town of Montville Building Department Residential Accessory Structure Plan Review Form Date: Job Address: ZO AIJ0c7R_j;0rnJ 1--ot-J 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, not is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION SITE PLAN Permit application not co le Plans required Permit fee due $ d Plans do not 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 _ Co of contractor's registration or license required Structure dimensions not provided onstruction 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 thereaired signatures Footing drain discharge not identified Affidavit required from the holder of the registration or license authorizing you Utilities not ro vided (electrical, hone, cable, sewer, water, as 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 sectionR106.1.3 (www.enerKycodes.sov) OR Private sewage disposal system to be identified along with all technical and soil • One- and Two-Family Dwellings with 515% glazing area to conform to the data as per section R106.2.1 requirements of section N1102.1 Grading is to sloe away from the building, provide more detailed information • Townhouses with 5 25% glazing area to conform to the requirements of Plan submitted is not the same plan that has been approved by the Zoning section NI 102.1 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 106.1 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 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 nature and extent of the work proposed as per section R106.1.1 Wall thickness not identified Construction documents do not match the orientation of the structure on the Footing size not identified site tan Frost protection not identified or is insufficient Column type, size, spacing not identified or insufficient WIND LIMITATIONS Waterproofing details not provided or insufficient Submit supporting data to show conformance with the wind limitations (3 Pier type, size and anchor details not provided or insufficient second gust 110 h Engineered foundation plan required Design publication needs to be identified (WFCM, chapter 3; WFCM, chapter Crawls ace ventilation, location, type and size not provided or insufficient 2; ASCE 7-2002; SSTD 10-99 Crawls ace 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 Shearwalls not identified on the construction documents or are insufficient No plan submitted or insufficient information provided Shearwall calculations required Building section required Ride 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 R309.1 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 loads, stamped and signed b a CT licensed design professional ELEVATIONS Hold-down devices, location and type not identified or insufficient No plans submitted or insufficient information Foundation anchorspacing not identified or insufficient Plans do not match the floor plans Construction documents do not match the engineering data submitted Finish grade not identified or does not match the site plan Cold-formed steel framing shall be designed in accordance with COFS/PM- Building height(s) not identified 2001 edition Dimension height of chirmey Roof itches not identified &viserf (F'e6ruary 23, 2006 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.: Type of Work Oc u ancy Type Permit Type F Construction Single Family Bilding 'VD ❑ New VXddition Cb 6c k6 ❑ Two-Family ❑ Plumbing ❑ Alteration ❑ Townhouse ❑ Mechanical ❑ Accessory Structure ❑ Electrical CRS#: 8 2006 Job Address: 20 A\Jb,,14' P-S5 Al ~AA« ml III B11 11I nolkin nl=-- (N`` umber) (Street) nit Job Description: _~a K Owner: 'j d L Address: ® /7 /V 2>.0 S P-5E Al .C. ,4AbE City: 404x i>A I `E State: Zip Code: 0 6 J 70 Telephone: F'7` Contractor: ~7~6 V G Al `~lnl 716 46A b Address: / E M 1 S f~t~ f l City: WA~ /;,=R_0C0R_'- State: C r Zip Code: `7 7/ "c6 411 License Type: Vie- LicenseNo.: / 47770 Expiration Date: ll '3G' 2o®6 Telephone: 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. M./'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:/ Construction Value 'Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: I Penalty Fee: C of O Fee: Plan Review Fee: State Ed Fee: Total Fee: 4tviced- DDecem6er31, 2005 J Town of Montville Building Department File Receipt 1628 Receipt No: 28-Aug-06 Date: Received From: John Wile Job Address: 20 Andersen Lane State Educational Training Fee Fees Collected $0.00 $0.00 Cash: $2.01 Cash: Check: Check: $126.41 1254 Check No: $0.00 $12,545.00 Short/over: Construction Value: $0,00 Demolition Value: Received By Joseph Summers Address: 20 ANDERSEN LANE TOTAL ITEM QTY $fUNIT Building Plumbing Mechanical ElectricaF BUILDING AREA New Construction SF $ 114.17 $ - $ " Basement, Finished SF $ 20.87 $ - $ - Basement. Unfinished SF $ 11.28 $ $ Crawl Sapoe SF $ 8.46 $ - interior Renovations SF $ 31.90 $ - $ $ MANUFACTURED HOMES Ground Anchors SF $ 5.86 $ - $ $ Basement SF $ 11.28 $ - $ - $ Crawl Space SF $ 8.46 $ - $ $ - AMENITIES _ Kitchen EA $ $ $ _ Full Bathroom EA $ $ _ Half-Bathroom EA $ $ GARAGE Attached SF $ 49.41 $ - $ - Detached SF $ 63.21 $ - $ Under SF $ 9.12 $ - $ - Carport SF $ 18.08 $ - MECHANICAL Warm-Air Y Y/N $ - Hot Water N Y/N $ Electric N YIN $ Air Conditioning N Y/N $ ELECTRICAL SERVICE _ Upgrade Amps $ Overhead new Amps $ - Underground, new Amps $ Subpanel EA $ 545.00 $ Gen Set - FA $ 3,500.00 $ SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 5,907.00 $ - Masonry w/1fireplace EA $ 6,451.50 $ Masonryw2 fireplaces EA $ 10,087.00 $ - Wood Stove, free standing EA $ 2,447.50 $ Wood stove insert EA $ 1,69030 $ - DECKS, PORCHES, SUNROOP41S Deck 451 SF $ 27.45 $ 12,544.65 Porch SF $ 135.80 $ Sunroom SF $ 160.82 $ - $ POOLS f& HOT TUBS Hot Tub EA $ 7,287.50 $ - $ inground Pool E4 $ 19,430.40 $ - $ Above Ground Round EA $ 4,635.88 $ - $ Above Ground Oval EA $ 5,472.50 $ - $ Pool Heater EA $ 8,167.50 $ - Inflatable Type Pool EA $ 1,542.42 $ - SHEDS w/o electrical SF $ 18.50 $ - w1etectrical SF $ 18.50 $ - $ RENOVATIONS Roofing, Overlay SF $ 3.38 $ - Roofing, Strip & reroof SF $ 3-76 $ Roof Sheathing SF $ 1.19 $ - Siding SF $ 2.30 $ - Windows EA $ 423.50 $ - Skylights EA $ 955.54 $ - Doors, Exterior EA $ 401.50 $ - Oil Tank, 275 Gallon EA $ Oil Tank, 550 Gallon EA $ MISCELLANEOUS CALCULATIONS TOTALS $ 12,544.65 $ $ - $ PER P17 FEE CALCULATIONS Construction Value Fee Building $ 12,545.00 $ 104.00 Plumbing $ $ Mechanical $ $ Electrical $ - $ - Working before Permit Issuance $ - Certificate of Occupancy Fee $ 10.00 Flan Review Fee $ 10.40 State Education Fee $ 2.01 TOTALS $ 12,646.00 $ 125.49 Figures are based on the 2006 RS Means Residential Cost Data HOME IMPROVENT_CONTRACTOR STEVEN'M.*T'TE AD 32 WIEMES"CO 7RT WATERFORD, CT '06385 STE'VE'S IMPROVEMENTS LIC. / REG NO. EFFECTIVE EXPIRES 579470= 12/02/2005 /30/2006 SIGNED..,; State of Connecticut Workers' Compensation Commission - Please TYPE or PRINT IN INK 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 Permit Building Applicant for Name of Applicant for Building darn 1 ZN,) Property located at in the City I Town of r~,operZty.nd you 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 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 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I am the SOLE PROPRIETOR of a business doing work at the above-named property. I WILL act as the general contractor or principal employer and, as such, will submit proof of workers' compensation insurance coverage for all employees who are doing work on the site of the construction project at the above- named property. Signature of SOLE PROPRIETOR Applicant ❑ lam the OWNER of the above-named property or the SOLE PROPRIETOR of a business doing work at the above-named property. I will not personally submit proof of workers' compensation insurance coverage, but I will attest to the.following: AFFIDAVIT 1 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 he above-named property in accordance wit a tion 31-286b of the Workers' Compensation Act 'lJ~ Signature of OWNER or SOLE PROPRIETOR Applicant Name of Business-fappricable S jc=yc S~ UPo~y1 Federal Employer lD#(FEIN)-if applicable ® .4 Subscribed and swom to before me this ~Cl day of AU f (l k ; 200 e 0 Signature of Notary Public/ Commissioner of the Superior G y~ s 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 ® 4K1.b61,LS~5JV /i4A✓C Property Address Job Description The applicant is responsible for obtaining all of the required approvals checked off on this form. No building permit will be issued until all of the required signatures have been obtained. Required Department Permit Issuance Approval Approval ® Tax Collector ti-- / ►^Q-- 8 0 Sicnati re/ date Comments: WPCA, Administrative Comments: ❑ WPCA, Operations Signature/ date Comments: j 1 10 Planning & Zoning ~ l 1z (12 Signature/ date Comments: 30 )(I Gg 0ec lC. ❑ Health Department Signature/ date Comments: ❑ Department of Public Works Signature/ date Comments: ❑ State Dept. of Transportation Signature/ date Comments: U Fire Marshal Signature/ date Comments: J V ~ ~_t k E Lt_ ~L-~ Ll ftviced,XW st S, 200S Date: Assignment: From: To. Page No.: ilk 1 1 N ~ I r z k t v I Form 4A-BW. p 2000 Mathematics Help Central http:l/wyvw mathematicshelpcenfral.com Can and Plan Your Dec V"4*9 AL Item Numbers May Vary By Location Some Items May Not Be Available In A9 Locations Material List Lumber gi Item Number Quanti Desed Li201525 18 2X10X16 MSTR 109483 2 2X10X14 201523 15 2X10X10 8 5 2X10X8 149291 6 4-STEP STAIR RISER 165318 7 Sandstone TrimBrd PC 165318 18 514X6X12' SStone PC 165318 54 5/4X6X16' SStone PC 23717 3 2X1OX12 TOP CHOICE STRUCT HF ACQ 109646 4 6X6X8 #2&BTR STRUCT TMBR HF ACQ 165318 19 Sandstne Post PC 165318 10 Sandstne Rail Beam PC 165318 162 Sandstne Baluster PC Other Materials Item Number Quantity' Unit Description. 6472 14 1 6X6 POST BASE PA66ETZ 103283 34 80 BASIC CONCRETE MIX 80LB 10150 7 1 CONCRETE FORM TUBE 12"X48" 108794 14 1 RFB#5X16 5X16 HDG RETROFIT BOLT 69264 1 5 NAIL COMMON GALV 5 LB 16 D 63449 150 1 GALV ROUND WASHER 1/2" 67358 56 1 GALV CARRIAGE BOLT 1/2 X 10 67342 94 1 GALV 1/2 HEX NUT 14328 103 1 RAFTER TIE USP RT15 69138 5 1 NAIL COMMON GALV 1LB 8D 68408 3 1 JOIST HGR.NAIL 1 LB 1-1/2"NAMMP55--TTZZ 116187 6 1 HOLDOWN ANCHOR USP RT44626 44 1 2 2X8-10 18GA JOIST HGR TZ 184956 1 5 10DX1 112" NAIL 5 LB. MC 69262 2 5 NAIL COMMON GALV 5 LB 10 2235 4 1 5" Field Adjustable Angle - Triple, 31581 1 5# box 21/4" STAINLESS STEE23230 1 2 X 10 INGER X DECK US67365 34 1 GALV LAG SCREW 1/2.X 6 165318 19 1 Sandstne Post Collar PC 67357 38 1 GALV CARRIAGE BOLT 1/2 X 8 165318 19 1 Sandstne Post Ca PC All rights reserved copyright 02006 DIY Technologies Page 8 t end Plan Your De--- 47 Below are the Specifications And Materials that you have selected for your deck. Number of Levels: 1 YL00e er Depth:' ~+Z a Overview Total Square Feet: 457 Load: 65 psf Load: 10 sf Component Size Wood T Joists 2X10 To Choice Treated Beams 2 x 10 To Choice Treated Posts 6x6 To Choice Treated Decks 5/4 x 6 Sandstone ChoiceDek Composite Rails Railing ng None Bench None Lattice Live Load 65 f FooterD th A/7, Dead Load 1 D f All rights reserved copyright 02006 DIY Technologies Page 7 tr X .Ki and Plan Your Dock Permit Page: Level 1 A LOAD AND SUPPORT: Your deck will support a 65 PSF live load. Posts have IV below ground support. JV7 DECK AND POST HEIGHT: You selected a height of 30" from the top of the decking to the ground level. The top of the deck support posts will a therefore be 19.25" above ground level. .foists: Set joists on top of beams, 16"; center to center. ,7-)e 1,Z V/6 ro'l(O ta5~ 60-6le 2x1i Stress Analysis: Level 1 Component PSF Joist Deflection 977 Joist Bendin 171 Joist Shear 222 Joist Com cession 324 Beam Deflection 79 Beam Ben ling 79 Beam Shear 74 Bolt Shear 83 Post Stability 157 All rights reserved copyright 92006 DIY Technologies Page 11 NOTES: 1. THIS SURVEY AND MAP WERE PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A DATA ACCUMULATION PLAN CONFORMING TO HORIZONTAL ACCURACY CLASS D. NO PROPERTY/BOUNDARY OPINION IS PRESENTED HEREON. THIS PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. THIS MAP IS INTENDED TO DEPICT THE LOCATION OF THE PROPOSED HOUSE AND GRADING. TOPOGRAPHIC INFORMATION DEPICTED HEREON CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-D. 2. PROPERTY LINE AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON CLASS A-2 SUBDIVISION PLANS ENTITLED: "PINE RIDGE ESTATES SUBDIVISION OLD COLCHESTER ROAD MONTVILLE, CONNECTICUT" BY BENNETT & SMILAS ENGINEERING, INC., DATED JANUARY 20, 2000 AND REVISED JUNE 20, 2000. 3. THIS PARCEL IS ZONED R-40. IT WAS APPROVED AS AN OPEN SPACE SUBDIVISION. SETBACKS ARE GENERALLY: FRONT 37.5'; SIDE 11.25'; REAR 37.5'. 40 FEET 0 20 40 LEGEND EXISTING PROPOSED PROPERTY/STREET LINE SCALE: 1"=40' STONE WALL BUILDING SETBACK LINE O-- S S SANITARY SEWER, MANHOLE 0-- D STORM SEWER, CATCH BASIN nn TREE LINE -290-• CONTOUR I I j - - - - - C~9~3-- °y SF SILT FENCE c~'o FD FOOTING DRAIN A = 70'25'04' rye R=325.00' FORCE MAIN T = 229.34' o3J WELL L = 399.43' CB 60 T. F. = 49 7.9 6 INV.= 494.09 Town of Montville cB 61 . Plan Approved for Construction Ap raval shall not be construed. ANDERSEN Q LANE S as permit for, or approval of, a violation of the provisions 13.54'28"w of th Connecticut Building Code 504 T 24 13 F+~ 0 File Copy 5pp 11 50• ! 25' 49~ .43' ~ 498 i 24.0 ,001 i qry h cR I o , F NR~bc I M I 00 N LOT 43 36.0' X90 (RLo b PROPOSED RANCH d F.F : 497.0' 3) CAR. a 495.0' / LOT 41 N f 2k8' f Lo 1-- V 7 CV tb ' o V) REAft CEIVED q90 f: ~ I A.UI7 6 8 2006 488 I J 486 L LOT 42 BUILDING DEPT. n' AREA 21648 sq.ft. ' = 0.497 ACRES 482 113.70' 161.10 (TOTAL)