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HomeMy WebLinkAboutSFR 2002 Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville, CT 06382 860-848-3030, Ext. 82 Building Permit Permit Number: 82002-515 Permit Date: 30-Aug-02 Permit Code R2 lob Location 35 ANDERSEN LANE UNIT: MAP/LOT: 037/002-052 Job Description: Single Family Residence Owner Contractor THOMAS YUCHNIUK Thomas Yuchniuk 51 Simpson Lane 51 SIMPSON LANE, Unit: Oakdale, Ct. 06370 OAKDALE, CT. 06370 Telephone: 848-9745 Lic/Reg Type: Use Group R4 Lic/Reg Number: 0 Code 1995 CABO Exp Date: Construction Type 5B Construction Values Permit Fees Building Value: $98,674.00 Building Fee: $592.00 Plumbing Value: $4,366.00 Plumbing Fee: $28.00 Mechanical Value: $2,723.00 Mechanical Fee: $16.00 Electrical Value: $4,861.00 Electrical Fee: $28.00 Other Value: $0.00 Other Fee: $0.00 Total Value: $110,623.00 C/O Fee: $10.00 Comments: Plan Review Fee: $59.20 State Ed Fee: $17.70 Total Fees: $750.90 It is the owners responsibility to schedule the following reguired inspections (minimum 48 hours notice requested): © Footing - Prior to pouring concrete ❑d Rough HVAC Backfill - Footing drains and waterproofing ❑ Fireplace Throat ® Concrete Slab - Prior to pouring ❑ Fireplace Final ® Rough Framing ❑ Chimney - One flue above thimble © Rough Electrical ❑d Firestopping/draftstopping Electrical Service ❑ Insulation © Rough Plumbing and Leak Test Final Inspect © Gas Piping and Pressure Test Ce . to of Occupancy - Prior to use or occupancy Building Official's Signature: Town of Montville Building Department 310 Norwich New London Tpke. Uncasville, CT 06382 Tel. 860-848-3030, Ext. 82 Fax. 860-848-7231 August 28, 2002 Thomas Yuchnick 35 Andersen Lane Oakdale, CT 06370 RE: 35 Andersen Lane We have received a building permit application for the above referenced property. In accordance with Connecticut General Statute 29-263, your application is being rejected for the following reason(s): J, No second floor plan submitted 2. Header sizes over the garage door not indicated X No plan for the porch has been submitted 4. Fee due $750.90 We will keep all documents received to date on file and renew your application when you have furnished all the required data. Thank. ou, Joseph J. Summers Asst. Building Official Cc: File Town of Montville Building Department Permit # 310 Norwich-New London Tpke. Tel. 848-3030, Ext 82 Uncasville, CT 06382 Fax. 848-7231 One & Two Family Building Permit Application Form New Construction F~ Addition E]Afteration [__jAccessory Structure FlOther Job Location Job Description/Materials Owner' /Zz Mailing Address L. State 1 ~ Zip j 7G Tel X- 97Y57 r1 Contractor Mailing? Address City l M ~ L C to t Zip r)76 TeOS ~ Contractor's License/Registration Type & Number Exp. Date I hereby certify that the proposed work will conform to the Basic 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. Owner /Agent Signature Date Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ $ Other $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total $ $ r_ . artr`-,"nt Receipt Town of--Montville Building Dip pt Date No i From: C- E Job Address:. k Amount S - 5 0 Cash ChcT':) Check 4, (orcicoiw) Rcccivc.d by i Permh Fee Calculation Spreadsheet RESIDENTIAL PERMIT CALCULATION (1-1/2 STORY) Rouse Construction A (E=Economy, A=Average, C=Custom) QTY $/UNIT $/UNIT $/UNIT TOTAL Living Area.;. 990990 SF $ - $ 85-00, $ - $ 84,150.00 Finished Basement SF $ - $ 15.05 $ - $ - Unfinished Basement 990 SF $ $ 6.25 $ - $ 6,187.50 Plumbing Full Bath 1 EA $ - $ - $ - $ - Half Bath EA $ $ $ $ _ Garages Attached,1 car EA $ $ 8,054.00 $ $ - Attached, 2 car EA $ $ 13,676.00 $ - $ 13,676.00 Attached, 3 car EA $ $ 18,938.00 $ $ - Detached, 1 car SEA $ - $ 10,547.00 $ $ - Detached, 2 car EA $ - $ 15,809.00 $ $ - Detached, 3 car EA $ $ 21,072.00 $ - $ - Under,1 car SEA $ $ 1,2 $ - $ - Under, 2 car 'y -EA $ - $ 1,673.00 $ $ - Fireplace & Chimney Prefab EA $ - $ 3,480.00 $ - $ Masonry, exterior EA $ - $ 3,555.00 $ $ - Masonry, interior EA $ 1 3,330.00 $ $ - W/2 fireplaces 'EA $ $ 2,520.00 $ $ - Dormers Gable SF $ $ 22.00 $ - $ - Shed SF $ $ 15.00 $ $ - Breezeway/Decks Open SF $ _ $ 19.50 $ - $ - Enclosed SF $ - $ 82.80 $ - $ - Porches Open 286 SF $ - $ 22.95 $ - $ 6,609.60 Enclosed SF $ - $ 111.55 $ - $ - Heating Adjustment 990 SF $ - $ 12.75) $ - $ (2,722.50) Air Conditioning 990 SF $ $ 1.85 $ $ Electrical 990 SF $ - $ (4.91} $ - $ (4,860.90) Plumbing 990 SF $ $ (4.41} $ $ (4,365.90) TOTAL BUILDING CONSTRUCTION! COST, LESS MEP $ 98,673.80 Is air conditioni included /N ? $ - PERMIT FEE Building $ 98,674 $ 592.00 Y Plumbing $ 4,366 $ 28.00 Y Mechanical $ 2,723 $ 16.00 Y Electrical $ 4,861 $ 28.00 Other $ CO Fee $ 10.00 Plan Review $ 59.20 State Ed Fee $ 110,623 $ 17.70 Total Fees $ 750.90 Based on 200 RS Means Square Fool Costs 8/28/02 STATE OF CONNECTICUT WORKERS' COMPENSATION COMMISSION Building Permit Affidavit for Pro Owners or sole Proprietors (Conn. Gen. Stat. § 3I 2866) Property located at I-A - In the town of MOM f kl l i( e Name of building permit applicant: Please check o~ . I. /I am the owner of the above property. 2. I am the sole proprietor of a business. -2A. Name of business 2B. Federal Employer Identification Number (FINS Pursuant to § 31-286b, "a property owner or sole contractor or Pci le Proprietor [who] intends to act as a general principal employer" may provide either a certificate of workers' compensation insurance or a "sworn notarized affidavit... stating that he Will compensation insurance for all those employed on the job site inrequire Proof worke& rdancowith this API Please check one: 1. _ I do not intend to act as a general contractor or principal employer. [Sign and stop here] ignature of applicant 2. ± intend to act as a general contractor or principal employ. Applicant must either provide a certificate of workers` compensation insurance or sign the a>didrt below. AMdavit I hereby swear and attest that I will require proof of workers' com contractor, subcontractor, or other worker before he/she engages in work on insurance for every accordance with the Workers' Compensation Act (Chapter 568). work on the above property in 1 understand that pursuant to § 31-275 C.G.S., officers ofa corporation a partnership may elect to-be excluded from coverage by flin ver with and partners in i District Office; and that a sole proprietor of a business is not d the appropriate files his intent to a t coverage-. required to have coverage unless he Signature of appli Me!►nda L Roberts Notary Public Subscribed and sworn to before ne this 4 My Co~aaareissfon Expires Oct day of_,j (Notary Public/ Commissioner of the Superior Court) Town of Montville Building Department 848-3030, Ext 82 ONE & TWO FAMILY CONSTRUCTION PERMIT SIGN-OFF SHEET Property Address Job Description: i \ ~ t6t The owner/agent shall be responsible for the completion of the form, no construction permit will be issued until all signatures below have been obtained. HEALTH DISTRICT 848-3030, Ext. 882 ❑ Permit P<J Not Applicable Septic System Date Permit ❑ Not Applicable riv e Well D to WPCA DEPARTMENT 848-3030, Ext. 881 5 Permit ❑ Not Applicable Municipal Sewer Date ❑ Permit # Not Applicable Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 -DD"OKe, Z Permit /0 7 ❑ Not Applicable 1001, Date Director PLANNING & ,ZONING DEPARTMENT 848-3030, Ext. 81 Permit Z-()Z %1~ ❑ Not Applicable Zoning Date ❑ Permit Not Applicable Inland-Wetlands Date EXISTING PROPOSED PROPERTY/STREET LINE SCALE: 1"=40' STONE WALL ` BUILDING SETBACK LINE 0-- S S SANITARY SEWER, MANHOLE Ej-- D STORM SEWER, CATCH BASIN TREE LINE - - - -290- - - - -~9C - CONTOUR 4Y1, SF SILT FENCE Q, FD FOOTING DRAIN FM FORCE MAIN ~~40 CB 37 ® WELL T. F. = 478.95 J INV. IN= 473.25 MH 60 INV. OUT Sj 466.03 T.F. = 478.21 INV. OUT -(E)= 465.35 1f INV. = 467.86 r S _ FM AMA TO s ` S FM 38-&V28"E 124.04 41 4' (f GT-ALL) t p 82~'`-"" - / Y - _ _ _ - -_Q L~ 90'00'00" R=30.00' 24 x 24 FUTURE T=30.00' SHED OR POOL AREA, Lo L=47.12' ~ "r ~ ` t CB 72 i T.F. = 477.08 S INV. = 467.88 ! 24.0' fi t~ r~ t a i ( N Cq ! to LOT 53 t t - t~ N ° 110 s 2.0 d0- 00,4-2-0 W P, 1 N 0 38.0' t t2 00 28. cn to z! 1 ` 1 Jr vj ~ t~ SF ! W ~ t J Ljj W~ ~ r f r ~b~ LIDT 52 rl' EA 2p,440' sq.ft. CB 71 fl.47 ACRE ' T. F. = 475.35 f 28 N 38 5 r O r INV. = 468.77 (N) 112,.50' INV. = 468.67 (S) cb2 - Lfl'I✓ 51 rf CB '70 INV. = 471.83 (E) f LL r r ~ ' DATA [ACCUMULATION PLAN PLOT PLAN LOT 52 PINE RIDGE ESTATES TO THE. BEST OF MY KNOWLEDGE AND BELIEF THIS MAP 35 ANDERSEN LANE MONTVILLE, CONNECTICUT IS SUBSTANTIALLY CORRECT AS NOTED HEREON. SCALE: 1 =40' DATE: JULY 11, 2002 BY: BENNETT & SMILAS ENGINEERING, INC. 415 KILLINGWORTH ROAD, P.O. BOX 241 MCHA J. EN R.L.S. #10831 HIGGANUM, CONNECTICUT 06441 ORT_LOT52_P .DWG s Permit Number MECcheck Compliance Report Checked By/Date 1995 MEC MECcheck Software Version').') Release lc Data filename; 0:1MECcheck\Connecticut\I6459.cck COUNTY: New London STATE: Connecticut HDD: 5999 CONSTRUCTION TYPE: Single Family DATE: 08/12/02 PROJECT INFORMATION: Job Number: 16459 Prepared By: Scott Snyder COMPANY INFORMATION: Muncy Homes, A Division of Muncy Homes, Inc. 1567 PA Route 442 East, P.O. Box 344 Muncy, PA 17756 NOTES: I- Calculations reflect only that portion of unit assembled in the factory. 2- Builders or contractors may supply and install the required floor and/or foundation wall insulation. 3- For basements remaining unconditioned spaces, the builder shall enclose the basement stairs. The walls surrounding the basement stairs shall be insulated and protected with a vapor barrier. The builder is responsible for supplying all materials. COMPLIANCE: Passes Maximum UA = 204 Your Home = 186 8.8% Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 990 32.0 OA 34 Wall 1: Wood Frame, 16" o.c. 1016 19.0 0.0 51 Window: 4 EA. - 42 x 57: Vinyl Frame, Double Pane with Low-E 67 0.330 22 Window: 3 EA. - 30 x 37: Vinyl Frame, Double Pane with Low-E 23 0.330 8 Door: 1 - 32 x 80 Blank: Solid 19 0.200 4 Door: 1 - 36 x 80 2 Lite: Solid 22 0.270 6 Door: I - 72 x 80 Vinyl SGD: Glass 40 0.360 14 Floor 1: All-Wood Joist/Truss, Over Unconditioned Space 990 19.0 0.0 47 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements in MECcheck Version 3.3 Release I c and to comply with the ~ mandatory requirements iiste 'n the MECche specii Checklist. APPRQI/ED Builder/Designer Date v PFS. GOAR AUK 1 3 ZQ0Z PBS VAd 61?,41Tr-Q TP i g -~Yg ` 716 (o P4 ~ ell 9- 9 0 ~o r.ss i 6 Y 2d ~ ~21~SdV L Al ly) I. N C) v-~,v 9 . 5 2t} t Job Truss Truss Type Qty Ply - WOOD 624COMB0 FINK 1 1 STOCKS , wood structures inc, P70C 3.300s Jun 7 1995 MITek Industnes, hic. Fri Jun 23 10.5701 19 w x o o-3-+ 2-0.0 aao 17-a-12 8.3.4 sa•1x 2+•ao I 2a•an sr> a 6.3.4 2•0-0 44 = - 3 H OF /,f~ss9 6.00 12 S I EPHEN'J~l. CD CALRER 1•x4 CIVIL 2 x4'' -o N o. 31927 Y 4 pp , i ~,4 Q an ~0 G/STt 'i QNAL of c•, 1 10 9 8 7 6 Io 3x3 = 3x5 = 3x3 = 5 56E DETAIL 2.3 15-9.13 2+-ao 8.2-3 - 7-7,11 • rs-2a LOADING (pst) SPACING 2.0.0 CSI DEFL (In) (loc) I/deft PLATES GRIP TCLL 42.0 Plates Increase 1.15 TC 0.97 Vert(LL) 0.24 8f7 999 M20(20ga) 199/146 TCDL 7.0 Lumber Increase 1.15 BC 0.85 Vert(TL) 0.33 817 853. BCLL 0.0 Rep Stress Incr YES WS 0.41 Horz(TL) 0.08 5 fi/a BCDL 10.0 Code TPI (Matrix) Min Length / LL dell = 240 Weight: 77 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-1-2 on center purlin spacing. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. WEBS 2 X 4 SPF Stud REACTIONS : (Ibs/slze) 1=1647/0.3-8, 5=1647/0-3-8 FORCES TOP CHORD 1-2=-2492, 2-3=-2174.3-4=-2174;4-5=-2492 - BOTCHORD 5-6=2240,6-7-1446,7-6=1446,8-9=1446'9-10=1445, 1-10=2240 WEBS 2-10=-608,3-10=880,3-6-880,4-6=-608 LOAD CASE(S) JUN 2 3 .,IS's►t 1) Lumber Increase=1.15, Plate Increase=1.15 cy ay 1995 Uniform Loads (Ibs per ft) 4U !V , n Vert:1-2=-98.0, 2.3=-98.0, 3-4=-98.0, 4-5=-98.0, 5-6=•202, 6-7=-20.0, 7-8=-60.0, 8.9=-20.0, 9.10=-20.0, 1.10=-20.0 ;J i~f r.••( j ; Concentrated Loads (Ibs) Vert:1=-196.0, 5=-196.0 Q~6" fiv t • q = C'3 DESIGN LOADING: TCLL TOTAL (PSF) 42159 @ 24" oc, 53174 @ 19.2" oc, 63/89 @ 16" oc. zi: w I This truss has been designed fora 20 psf bottom chord livi< load, applied concurrently with all other loads ~ 0 4 0" " 1319`f wherever the clear distance between the top of the bottom chord and any other member is 42 Inches or greater. kA ~4 This check conforms with B.O.C.A. 1993, Section 1606.1.2, Table 1606,1• '+~F~~•~;~f tt5E4 ~~ti~ ttt4t6•l9dP,+f'j f~fr~taesluri~~o ••43 t t'Oy/t7 = - _Y`: •.,ti~/~!~ .•.'`~O`.•f.E'r ~1~•••► ~~1j1t11Yrr•rserr, Y4, YJED&E r `]1 •t ~ ~ Sf~i'!'IC~i 1r. ~ ~~~,`~,.'~,H ~V,'~', ~~i ter t :r CABLcR .:~.`h ~q`c p Lam: 1z""y. r M No. 6548 CA,vr. No. 529 r • r rQ ~l {ti~a~ti'+•;° y F~~s/C: r.s , F~,Go y; .~9~,.9c~, c`p .~2 .,,~itst~► ,~V.,•,3'-NAL_,r.,. e) . JS... 68 10N A i t1t 1 ® WARNING - WIVY design pariarnetcrs and READ NOTES ONT111S AND REVERSE SIDE BEFORE USE. ' Design volkl for use only with Mtiek connecloes. this design Is based only u Installed and looded vertically. Applicability of da y lion paiomelets shown, and is roe Individual building component to be designee, Bracing shown Is toe lateral iu y sign poeamotees arrl peopoe Incoepogallon eatbh of component Is resp sponsibiilly lity of f bulldlnq designee -not truss ppod of Individual web menuers only. Additional temporary beocing to Insure stability during conslmction Is the eesponslbUBy of the eeectot.'Addltionat permanent bracing of the oreeall shuctuee Is the responsibility of the building designer. Fof generol guidance iegaiding fabicalicn, quality control, stotoge,"dellveiy, efecllon and broclnq, consult QST-88 Ouonly Standard, DSB-89 Bracing SPec@Icatlon, and HIB-91 Handling inslollinq and Bractnsj RecoMmendatfdncvatlabte team Trseu Bala lnstllule;'b83 D'Onolrlo Delve, Madison, Wl53719, Ml7ek Induatrlol3r Inc, BOISE CASCADE - BC CALC'm 2001 a DESIGN REPORT - US Friday, August 30, 200210:15 File Double -1 3/4" X 117/8" V-L SP 2900 N ame: Untitled Job Name - THOMAS YUCHNIUK Customer - THOMAS YUCHNIUK Address - 35 ANDERSEN LANE Specter - Designer - LENIHAN LUMBER City, State, Zip - OAKDALE, CT Company: - LENIHAN LUMBE=R Code Reports - 1CBO 5512, BOCA 98-52, SBCCI 9852 Misc: - GARAGE DOOR HEADER GARAGE DOOR HEADER 1 Standard Load-30 PSF 1 10 PSF Tributary 12-00-00 1/2 3 112" BO B1 32 Ibs LL 3240 Ibs LL 14)3 Ibs DL 1403 lbs DL Total Horizontal Length - 09-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 09-00-00 30 PSF 10 PSF 12-00-00 100 Member Type: - Floor Beam 1 Unf.Area Load Left 00-00-00 09-00-00 30 PSF 15 PSF 124)0-00 115 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value % Allowable Duration Loadcase Span Location Moment 10446 ft-lbs 45.6% @ 115% 3 1 - Internal Slope 0112 End Shear 3622 lbs 39.2% @ 115% 3 1 - Left Tributary 12-00-00 Total Deflection 0692 (0.156") 34.6% 3 1 Repetitive n1a Live Deflection 1-1992 (0.109") 36.3% 3 1 Construction Type n/a Max. Defl. 0.156" (Limit:1 15.6% 3 1 Span/Depth 9.1 1 Live Load 30 PSF Dead Load 10 PSF Part Load 0 PSF Bearing Supports Duration 100 Name Type Dim. (L x VV) Value % Allowed Case Material BO Wall/Plate 3-117'x3-112' 4643 lbs 89.2% 3 Spruce-Pine-Fir Disclosure B1 Wall/Plate 3-1/7'x3-1/2" 4643 lbs 89.2% 3 Spruce-Pine-Fir The completeness and accuracy of the input must be verged by anyone who would rely on the output as NOTES: evidence of suitability for a particular Design meets Code minimum (L/240) Total load deflection criteria. application. The output above is Design meets Code minimum (0360) Live load deflection criteria. based upon building code-accepted Design meets arbitrary (I") Maximum load deflection criteria. design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI® and Versa-LamO are registered trademarks of Boise Cascade Corp.