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Home My WebLink AboutRemodel First Floor - Wall Removal and Replace with Support Beam 2015 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: 82035-0262 Date: 06-.1u1-15 Map/Lot: 02.8/0115-044 Owner ID: 5481000 Project Location: 59 PHEASANT RUN Unit: Job Description: Remove Wall_&Insfgll_SuPRoiliteam Be}v�e�n jv_inci_R_osztrnkKifche_ Owner Nam Nina S Polokoff _ Tenant Name N/A Careof: 59 Pheasant Run _Oakdale .CT 06370- Telephone:18601608-4140 Applicant Name Pranerty Owner Telephone: DBA: Lic/Reg Type Lic/Reg N 0 Exp Date: relogtatetioriAta ttc Ren_]]iit_F_ees Consfmesonin_fLnnation Building Value: S1.500.00 Building Fee: _ S30.On Use Group: IRC Plumbing Value: S0.00 Plumbing Fee: SO.nQ Code: 2005 State Building Code Mechanical Valu MOO_ Mechanical Fe SO.OSL Electrical Value: 50.00 Electrical Fee: S01111_ Construction Type IRC Total Value: $1.5110_00 Penally Fee: $0.00 Permit Code: R4 C of 0 Fee: mon Comment Plan Review Fe snap._ State Ed Fee: $D.39 Total Fee Paid: S30.39 It shall be the owners repsonsibility to schedule the followinq 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 frami ❑ 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 .ertif'ate of Approval 17 -rtificate of Occupancy _B ildino Offic iallsAanroyn• Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860=848-303G, Ext 382 Uneasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: na6L- 131 Type of Work Occupancy Type Permit Type Q New Construction XSingle Family 0 Building ❑Addition C]Two-Family ❑Plumbing I&Alteration ❑Townhouse 0 Mechanical Accessory Structure El Electrical CRS#: Property Address: - - ') • • (Unit) (Number) (Street) ��,,.. 11 Job Description: — —� O L L - T- Owner: ..:fik – Address: _ 'Ql �=�r• n Q, ^r- Ci sir 2 State: Zip Code:CIL.PDO Telephone 1 � �( _ 14 I L Applicant:— ±d ( C t I xP DBA: T - Address: _ O State(` Zip Codf 1IKO TelephoneaLcO2ilrU k 10 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 fn-the -Hest that the • o•ased wo , Is author,'zed b the owner ,r co and that l a authors ed to ! aka a•• aion for a permit for such work as described Above. ❑ By checking this box, I will follow the roquiremen --of jhe 201- NEC as the alternative compliance per section E3301.2.1 of the Residential Code, Instead of the electrical requirements i - a• • s 3 roug/2 • the Residential Code. Owner/Agent Signature: 4/ ,7-1---""11Date: C-72__ Arils Co struction Value Permit Fees Building Value: 'PL—. 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 Foe: $vusd Algae 23,2007 Town of Montville Building Department File Receipt Date: 26-Jun-15 ReceiptNo: 10494 Received From: Jed Couture Job Address: 59 Pheasant Run Town Fees Collected State of Connecticut Fees Collected Bldg Cash: $30.39 State Cash: $0.39 Bldg Check: $0.00 State Check: $0.00 Bldg Credit: $0.00 State Credit: $0.00 Fire Cash: $0.00 Fire Check: $0.00 Fire Credit: $0.00 Construction Value: $1,500.00 Demolition Value: $0.00 CheckNo: 0 Received By: Carmen Kneeland C/'- l /fie .eft bit tip State of Connecticut Lookup Detail View Name and Address Name DBA Address HENRY HAHN HAHN CONSTRUCTION 502 VOLUNTOWN RD GRISWOLD,CT 06351-2664 Registration Information Registration# Registration Type Effective Date Expiration Date Status HIC.0569834 HOME IMPROVEMENT CONTRACTOR 12/01/2014 11/30/2015 ACTIVE Generated on: 6/26/2015 8:20:24 AM State of Connecticut 13 ' 7A � Workers' Compensation Commission , \�. .* -) a �� v Piea�e TYPE or PRINT IN INK ow •,,,,,,(7J Proof of Workers' Compensation Coverage when Applying for a Building Permit for the Sole Proprietor or Pro a Owner who WILL NOT act as General Contractor or Principal Employer APPLICANT FOR BUILDING PERMIT Name of Applicant for Building Permit O__ _,..-1....140 lin Property lea#^d at ♦ 4 0 C. . IINL a ' are < • _ ` _ a • t In the Ctty/Town of Mr_ _ As i r - — 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 no above-named property and you WILL.NOT act on the general contractor or principal employer,you are not required to time workers'compensation Insurance coverage. CHECK ONE(1) BOX ONLY and complete the following: I am the OWNER of tie abovo.nnmed property.I WILL NOT act as the general contractor or principal employer. SlgnatumofOWNERApplicsnt-.. .._-- .. --.-_—.. _ W I am the SOLE PROPRIETOR of a business doing work of the above-teamed property.I WILL NOT not is the general contractor or principal employer. Name of 13uslnesa Federal Employer ID#(FEIN) Signature of SOLO PROPRIETOR Applicant Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL A.• icant is res.onslble for ob •i in• •,l of the re•uired a••royals. Mumma will be issued until att the required signatures are, obtained- • S i ,mow 1 , . f, _ ,* • _ All_ Property Address n-, _Lc —4-zv C )—) l L3 t 1 I; `I-Arcc (_j _ Job Description Required Department Permit Issuance Approval Approval -- • Tax Collector '-' IT) 0 1 4 .______ --YYM. (2_b_ciL / Signature/date Comments: — I Planning &Zoning — Z G .--7_ Signature/date t Comments: - �/� ��it Fire Marshal /7M l S Signature/date Comments: ❑ Health Department - — Rc aired for ro ertics with rivate se tfc or well Comments: - WPCA, AdministrativeC4- 1/4/1,(2.-- 0..c,),0— 7 -2-f 4 ~ Required for properties on sewer Signature/date Comments: ❑ WPCA, Operations - When Required by WPCA Signature/date Comments: ❑ Department of Public Works Required when project includes drivews ,ork or c. tin •mine•e re•trireme.t Signature/date Comments: O Montville Police Department Required for all permits EXCEPT ono and two family residential Signature/date Comments: - ❑ State Dept. of Transportation Required for Structures over 100,000 aq.ft or with more than 200 padgnq spaces-Official copy of SW Certificate of Operation required—per CGS 14-311 Signature/date Building Department Review Complete Signature/date Zrviced"u7 23,2077 Y :Aim Project Name:Fast Jobtt: Quantity 1 (2pcs.) Description: Shipping 6/22/215 GP Lam 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Page 0of10:46AM Designer: ;' . r Al GP AM GP '..AM ;�,., GP_AM t 1'2" 0 0 / 1 SPF 2 SPF / 14' / ' 31/2" / / 14' Type: Girder Application: Floor Reactions Plies: 2 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: IBC/IRC 2012 1 4200 1775 0 0 0 Deflection LL: 360 Load Sharing: No Deflection TL. 240 Deck: Not Checked 2 4200 1775 0 0 0 Importance: Normal Vibration: Not Checked Temperature: Temp<=100°F Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Analysis Actual Location Allowed Capacity Load Comb.Ld.Case Length Analysis Moment 19877 ft-lb 7' 27161 ft-lb 0.732(73%)D+L L 1 -SPF 4.250" 4.250" 95% 1775/4200 5975 L D+L Unbraced 19877 ft-lb 7' 23812 ft-lb 0.835(83%) D+L L 2 SPF 4.250" 4.250" 95% 1775/4200 5975 L D+L Shear 4830 lb 1'4 1/8" 9310 lb 0.519(52%) D+L L LL Defl inch 0.325(L/503) 7'1/16" 0.455(L/360) 0.720(72%) L L TL Defl inch 0.463(L/354) 7'1/16" 0.682(U240) 0.680(66%)D+L L Design OK. Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturer's details. 3 Top loads must be supported equally by all plies. 4 Top unbraced. 5 Bottom unbraced. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 12-0-0 Top 10 PSF 30 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 12-0-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF Self Weight 14 PLF Notes For c°mpiate design and installation details,see GP's United Builders Supply Product and nncelleton Guide 31 lndustnal Park Dr,CT USA Loads and appticanono naw been input by me use: and nal verified by Geerga Pacific Designs e,sumea lateral supped V me bauing pairds 06357 end lateral sf.baty of el compression edges 860-739-3993 In is the rasporsi'tly of the devgn pralasslonel to determine the srdbbllty of the intended application A prokasional engineers seal on this document only risen.,to the particular tingle member immil LUMBERYARDS Powered by 0 iStruct.15.2.031 i1 CALCULATED STRUCTURED DESIGNS RECEIVED JUN 26 2015 ..; / door L a yv t BUILDING DEPT. i at.w 6fc,Ai suer-1 k.`i 1' \a,r,A '5" o. • +o 101 I) coc v'' ohcitv' (9) Axp (,)10 ,✓1 suerd,4 h loaienra"� '1-(Ac.\2 cC). ZX y`s eon G usck le -,)l\ so oPaf 4- 4, �a fir.'^ i 1 I\ oil> , zi . ii\ 1 3)„.. , It��Z► r I oily LvL c.luMS /r I ° 5 . \ oco,V‘c;--1 .: , ii, L , ________ \/' LiV v V 11\ C '' - - 11 '6 ' CeIlivp- 3-0)s4S Ij ) vi %AA G A V �-x g t Floor 1G" 0 , 11 6 " - < / / /6 3 ' ,2.xs-DF Flory Sn;s+s ICS' ' o,c, <�-- Gy 2 x 10 MAS. Coo' Y� RECEIVED it JUN 2 6 2015 ex+s I L--- 1_61 ).-/ Co 1 uiv,►'1 pour.e& 1„-to BUILDINTJ &se102- 4 fix,/ i • irt Client Shipping Fast Project Name Job#: Quantity 1 (2pcS,) Description: GP Lam 2.0E LVL 1.750" X 14.000" 2-Ply - PASSED Page 2101610:46AM Designer: • '11110001110! 11:011/1 iUI Iiiiiii 1 IH!I U I ,111! 'l# sWin/ i0 !UHHIUUWWWi. GP AM GP LAM .cfr GP .AM ^ 1,2" Q 0 / 1SPF 2SPF 14' ---/3 1/2" 14' Type: Girder Application: Floor Reactions Plies: 2 Design Method: ASD Brg Live Dead Snow Wind Const Moisture Condition:Dry Building Code: 18C/IRC 2012 1 4200 1775 0 0 0 Deflection LL: 360 Load Sharing: No Deflection TL: 240 Deck: Not Checked 2 4200 1775 0 0 0 Importance: Normal Vibration: Not Checked Temperature: Temp<=100°F Bearings Bearing Input In Cap. React D/L lb Total Ld.Case Ld.Comb. Analysis Actual Location Allowed Capacity Load Comb.Ld.Case Length Analysis Moment 19877 ft-lb 7' 27161 ft-lb 0.732(73%) D+L L 1 -SPF 4.250" 4.250" 95% 1775/4200 5975 L D+L Unbraced 19877 ft-lb 7' 23812 ft-lb 0.835(83%) D+L L 2-SPF 4.250" 4.250" 95% 1775/4200 5975 L D+L Shear 4830 lb 1'4 1/8" 9310 lb 0.519(52%) D+L L LL Defl inch 0.325(L/503) 7'1/16" 0.455(U360) 0.720(72%) L L TL Defl inch 0.463(L/354) 7'1/16" 0.682(L/240) 0.680(68%) D+L L Design OK. Design Notes 1 Girders are designed to be supported on the bottom edge only. 2 Multiple plies must be fastened together as per manufacturers details. 3 Top loads must be supported equally by all plies. 4 Top unbraced. 5 Bottom unbraced. ID Load Type Location Trib Width Side Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const.1.25 Comments 1 Uniform 12-0-0 Top 10 PSF 30 PSF 0 PSF 0 PSF 0 PSF 2 Uniform 12-0-0 Top 10 PSF 20 PSF 0 PSF 0 PSF 0 PSF Self Weight 14 PLF Notes For complete design and installation details,see GP's United Builders Supply Product and Installation Guide 31 Industrial Park Dr.,CT Loads and application have been input by the user USA and not verified by Georgia Pacific Designs assumes lateral support at the bearing points 06357 and lateral stability of all compression edges 860-739-3993 It is the responsibility of the design professional to determine the suitability of the intended application A professional engineer's seal on this document only relates to this particular single member LUMBERYARDS Powered by 0 i5tructra 15.2.031 . 'CALCULATED STRUCTURED DESIGNS