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HomeMy WebLinkAbout2006 - Shed Field Inspection Notice Town of Montville Building Department September 28, 2006 Address: 23 BEECHWOOD ROAD Job Description: 8x16 SHED Permit Number(s): 82006-0447 Permit Date: Not raved A roval INSPECTION Date: Deficiencies Special Date Conditions CERTIFICATE 6F 9/21106 JS • Shed not anchored 9/25/06 DJ OCCUPANCY • . Rev. Date: 1118/06 Page 1 of 1 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: B2006-0447 Date: 29-Aug-06 Map/Lot: 081/078-000 Owner ID: 168000 Project Location: 23 BEECHWOOD ROAD Unit: Job Description: 8x16 Shed Owner Name: Paul W and Donna L Capotosto Tenant Name: N/A Careof: 23 Beechwood Rd Oakdale CT 06370- Telephone: Contractor Name: Carefree Buildings Telephone: (860)267-7600 DBA: Lic/Reg Type: HIC 48 Westchester Road Lic/Reg No: 517101 Exp Date: 30-Nov-06 Colchester CT 06415- Construction Value Permit Fees Construction information Building Value: $2,368.00 Building Fee: $24.00 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: $2,368.00 Penalty Fee: $0.00 Permit Code: R9 C of 0 Fee: $10.00 Comments: Plan Review Fee: $2.40 State Ed Fee: $0.38 Total Fee Paid: $36.78 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 FV_1 Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking _Draftstopping INSPECTION REQUIRED 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: AucausT /'l 7-C204 Job Address: Z '•3 G~J o o D !Zd Job Description: X16 S EV 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 Plans required Permit fee due S 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 lines to the structure not identified Co of contractor's re 'stration 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 applicants 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 hone, cable, sewer, water, as to a ly fora 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 enerevcodes.eov) 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 R106.2.1 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 De artment and/or Health Department Two sets of construction documents required, this includes all engineering Retaining wall - construction documents re uired 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 laps FOUNDATION Field set of the approved construction documents are required to be picked up from our office and must be available on site durin 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 plan Frost protection not identified or is insufficient Column type, size, spacing not identified or insufficient WIND LIMITATIONS Wate roofim details not provided or insufficient X Submit supporting data to'show conformance with the wind limitations (3 Pier t)Te, 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 access, location and size not rovided or insufficient 2; ASCE 7-2002; SSTD10-99 Craw] space 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 En ineer 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 anchor spacing 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 fan Cold-formed steel framing shall be designed in accordance with COFS/PM- Building hei h s not identified 2001 edition Dimension height of chimney Roof itches not identified 1?§ aed,Feftaary23, 2006 Town of Montville Buiidinl Department - 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM rmit No.: RECEIVED Type of Work Occupancy Tvpe Permit Type ❑ New Construction ❑ Single Family ❑ Building JUL 9 ❑ Addition ❑ Two-Family ❑ Plumbing 2005 ❑ Alteration ❑ Townhouse ❑ Mechanical ❑ Accessory Structure ❑ Electrical CRS#: P BUILDING DEPT. Job Address: a3 aQA.C ;'j ®D b 00-& (Number) (Street) (Unit) Job Description: tj!e W S kg 0 Owner: AV ~ C~ Address: A('~ WO 0,0 City: ct State: G~ Zip Code: 0 6 7 0 Telephone: &0 INC 16/71 A E RE7 Contractor: DBA: Address: City: C-~ T lam/ State: Zip Code: o0 Is Telephone: IIJ~ 2 67 7600 License Type: M-4- License No.: !5'1716 + 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 l_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: Date: Construction Value - Permit Fees Building Value: 2-~- Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: C of O Fee: Plan Review Fee: State Ed Fee: Total Fee: W wised- Decem&r31, 2005 0 Town of Montville Building Department File Receipt Receipt No: 1616 Date: 24-Aug-06 Received From: Paul M. Capotosto Job Address: 23 Beechwood Rd. Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $0.38 Check: $36.78 Check No: 109 Short/over: $0.00 $2,368.00 Construction Value: $0.00 Demolition Value: Received By Sandra Pandora Address: TOTAL ITEM QTY VUNIT Building Plumbing Mechanical Electrical BUILDING AREA New Construction SF $ 114.17 $ - $ Basement, Finished SF $ 20.87 $ - $ Basement. Unfinished SF $ 11.28 $ - $ - Crawl Sapce 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 FA $ - $ _ Half-Bathroom EA $ - $ GARAGE Attached SF $ 49.41 $ - $ _ Detached SF $ 63.21 $ - $ - Under $F $ 9.12 $ - $ Carport - SF $ 18.08 $ - MECHANICAL Wane-Air Y YIN $ Hot Water N Y/N $ Electric N Y/N $ Air Conditioning N Y/N $ ELECTRICAL SERVICE Upgrade Amps $ Overhead, new Amps $ - Underground, new Amps $ Subpanel EA $ 545.00 $ Gen Set EA $ 3,500.00 $ SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 5,907.00 $ - Masomywflfireplace EA $ 6,451.50 $ Masonry w/2 fireplaces EA $ 10,087.00 $ Wood Stove, free standing FA $ 2,447.50 $ Wood stove Insert EA $ 1,690.70 $ - DECKS, PORCHES, SUNROOMS Deck SF $ 39.16 $ Porch SF $ 135.80 $ - Sunroom SF $ 160.82 $ - - $ POOLS & HOT TUBS Hot Tub EA $ 7,287.50 $ - $ Inground Pool EA $ 19,430.40 $ $ - Above Ground Round EA $ 4,635.88 $ - $ ` Above Ground Oval FA $ 5,472.50 $ - $ - Pool Heater EA $ 8,167.50 $ - Inflatable Type Pool EA $ 1,542.42 $ - SHEDS w/o electrical 128 SF $ 18.50 $ 2,367.87 w/electrical 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 $ 2,367.87 $ - $ $ - PERMIT FEE CALCULA T IONS Construction Value Fee Building $ 2,368.00 $ 24.00 Plumbing $ $ Mechanical $ - $ Electrical Y $ - $ Working before Permit Issuance n $ - Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 2.40 State Education Fee $ 038 TOTALS $ 2,368.00 $ 3618 Figures are based on the 2006 RS Means Residential Cost Data 4 r' j STATE OF CONNECTICUT ♦ DEPARTMENT OF CONSUMER PROTECTION Be it 14-ow CAREFREE R ILDING CO INC 48{ WE' STCffg5tER:RD COLIC 064,15 f is certified by the Dep rotection as a registered TOME IMPtO k TRACTOR CAREFREE BUILDING CO INCaivsr r Effective: 12/01/200.5 Expiration: 1130/2006 ub/27J000b TUE 9:37 FAX 2033153756 the pawson group 0001/001 OP ID B DATE (MMIDOlWYY) ACORD CERTIFICATE OF LIABILITY INSURANCE OP CA10 06L27/06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE The pawson Group HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 31 Business Park Drive ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Branford CT 06405 Phone: 203-481-8898 Fax:203-315-3756 INSURERS AFFORDING COVERAGE NAIC # INSURED INSURER A PENNSYLVANIA LUMBMWANS HUT INSURER B American Guarantee 6 Liability Carefree Building Co . , Inc. INSURER C Pennsylvania Lumbermans Mutual 48 Westchester Road INSURERD Westport Insurance Corp. Colchester CT 06415 INSURER E COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. X N TYPE OF INSURANCE POLICY NUMBER PATE MMiDD DATE MMlDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1000000 A $ COMMERCIAL GENERALI-IABIIIT 06C0200106 07/01/06 07/01/07 PREMISES(Eaoccurence) $50000 CLAIMS MADE Fx-] OC,=BUR MED EXP (Any one parson) $ 5000 PERSONAL & ADV INJURY $ 1000000 GENERAL AGGREGATE $ 2000000 GEN'L AGGREGATE LIMIT APPLIES PER PRODUCTS - COMPIOPAGG $ 2000000 POLICY PRJECCT LJ_ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT C $ ANY AUTO BA06C0200205 07/01/06 07/01/07 (Ea accident) $ 1000000 ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) $ $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY - EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ 10000000 B $ OCCUR 7 CLAIMSMADE AUC5327466-01 07/01/06 07/01/07 AGGREGATE $ 10000000 $ DEDUCTIBLE $ $ RETENTION $ 0 $ WORKERS COMPENSATION AND $ TORY LIMITS ER D EMPLOYERS' LIABILITY WCX0006859 01108106 01/08/07 E.L EACH ACCIDENT $ 500000 ANY PROPRIETORIPARTDIER/EXECUTI'dE OFFICERIMEMBEREXCLUDED? EL.DISEASE - EAEMPLOYE$500000 If yes, describe under SPECIAL PROVISIONS below E L. DISEASE- POLICY LIMIT $ 500000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION E11IDENC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL Evidence of Insurance IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE Michael Warzecha ACORD 25 (2001108) © ACORD CORPORATION 1988 R 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 2-3 IS"V ®o- a o 0- Property Address NSW 's keo 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 Signature,./ date Comments: WPCA, Administrative Signature/ date Comments: ❑ WPCA, Operations Signature/ date Comments: Planning & Zoning Ceti, 9-,._QN5Cn I e, fO Signature/ date Comments: ❑ Health Department Signature/ date Comments: ❑ Department of Public Works Signature/ date Comments: ❑ State Dept. of Transportation Signature/ date Comments: ka, Fire Marshal S gnaturel date Comments: ftvised Xygust 5, 2005 p,~E FR` fiyPIC.q L Amok srv<< S TOOT laud a® Ali &7 MINK-BARN MODEL SMALL BUILDINGS "ew19 ra Last a Ut trn,.SIDEWALL ELEVATION 2 x 4 Trusses (16° on center) 3,10~t 2 x 11 PT Floor Joists (t(` on center) 12 5 ENDWALL ELEVATION 12 244 L6 1/2° CDX Plyscore Asphalt Shingles Truss Plate Wood Double 2x4 Header Rake Trim 2x4 Jack Stud Aluminum Dripedge 2 x 4 Top Plate Louver 2 x 4 Wall Studs (16" on center) Corner Trim 2x4 Bottom Plate 5/8° 'Y i. Texture 1-11 PTS Exterior Siding Plywood Decking 2 x y PT Floor Band 4 x 4 PT Foundation Runner ()4j PJ cK SILL 44a~t. I Gg Center to Center A N i ( t04C+ c04"jfC4 CROSS SECTIONS M-BM10-1/95 DUCKBILL PERFORMANCE REVOLUTIONIZES ANCHORING TECHNOLOGY THE DUCKBILL PRINCIPLE: DUCKBILL anchors, a patented labor and time saving device, work like a toggle bolt in soil. DUCKBILLS are driven into the ground (with no holes, no digging and no concrete), providing a safe and environmentally sensitive installation. An upward pull on the anchor tendon rotates the DUCKBILL into a perpendicular "anchor lock" position in undisturbed soil. The result: superb holding capacities. DUCKBILL anchor systems offer the most effective, DUCKBILL Anchors lightweight and economical solutions to any anchoring application, large or small. 1. DRIVE ANCHOR TO DESIRED DEPTH: DUCKBILL anchors are driven into the soil using'a hammer and drive steel. As the anchor is being driven, it is actually compacting the soil around the anchor head. 2. SETTING ANCHORS IN THE SOIL: To set the anchor in normal soil, wrap the # Driving the DUCKIs LL Anchor, wire rope around the drive steel or insert rod through loop in wire rope and pull upward a distance slightly longer than the length of the anchor body. The upward pull on the wire rope rotates the anchor into a perpendicular anchor locking position in undisturbed soil. 3. LARGER DUCKBILL ANCHORS: - To set larger anchors, use the fulcrum pever) principle, manual or hydraulic jack, _ winch or post puller. The DUCKBILL anchor works like a toggle bolt when rotated in undisturbed soil. ANCHOR MODEL ANCHOR WIRE ROPE GALVANIZED WIRE ROPE ANCHOR STANDARD NUMBER HOLDING BREAKING WIRE ROPE LENGTH WEIGHT PAK AND POWER IN STRENGTH WEIGHT NORMAL SOIL BOX Model 40-DB1 300 Ibs 480 lbs 1116" 7 x 7 GAC 20 inches 1 oz. 50/box (135 kg) (220 kg) (1.6 mm) (0.51 m) (28 gm) 3.7 lbs (1.7 kg) M C odel 68-DB1 1,100 Ibs 1,700 Ibs 118" 7 x 7 GAC 2 1/2 feet 4.5 oz. 24/box (500 kg) (770 kg) (3.2 mm) (0.76 m) (128 gm) 7 Ibs (5.0 kg) CAREFREE BUILDINGS PAGE 01/01 0812412006 08:54 860-267-1018 ea-1 U, J4 CLf-t CN~~ i 1 lE i 1-"._ • I ! (r. - 360 26.7 1018 NO. a 12 902 v,VF i.r cvvv 41.5, ari C,7c, -cIt -I _ •,-r Qr rLG c4jk,-w&i r j r se;r- vG/ J~ F R • 8 FOOT 3 r~, MINI"BIARN MODEL RECEIVE9ALL BUILDING. L 'Qti Zb err A Oreft."v" SJOA) 'll9YEW AUG 2 4 2006 fir} rty t_r :fll l( ! BUILDING DE KILN DRIED - FRAMING - 2 x 4 Trusses (1$` on center) NIGH WND FMIMW Per IRC 2003 PrOPOted for Paul Capp Wo ! I , 1 23 8 eSOWMod toad ' oa 3?tf i I Ps I 2 x q PT Floor Joists No aertte3r) ip ti 'l Ai ENDR --14 (91(k E{ c~sy,,arAv4L J 7r 1~ _ 1/2' COX PE score Asphalt Shingles Metal T~1ss ate wood Double W Header Rake 'trim 2X4 Jack SiUd R J E Aluminum Npedge i~ 2 x 4 Top Plate _ and t-rauver 2 x 4 Well Studs Wood I on ~er3fer~ orner Trig 2x 4 sottm Plats ! 51e d g o>PTS Egerlor • 2 5 ~lni-1t t d aerlcd~l 1„r d g ~ ✓ ~2 x yF'T Floor ~n 4 x 4 PT Foundation Rvmer _ t Ge-lH: to Conler ..I o>,►~ F~cr~ o~ e,2 CROSS $ECTIONS "MS-1/95 7 , 93 00 00 CA 1 j X11 `78 LoT CIO PAUL CAPOTOSTO 23 BEECHWOOD RD. OAKDALE, CT 06370-1704