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HomeMy WebLinkAboutSFR 2003 Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville, Cr 06382 (860) 848-3030, Ext. 382 Building Permit Permit Number: 62003-0412 Date: 15-Aug-03 Map/Lot: 131/036-000 Owner ID 2518 Job Location: 4 NDER EN LAND Unit Job Description: New SFR Owner: Contractor: Robert M Carmody Robert M Carmody 11 Walnut Hill St 11 Walnut Hill Street Clinton CT 06413- Clinton CT 06413 Telephone: Lic/Reg Type/No. 0 Exp Date: Tenant: N/A Telephone: Construction Values Permit Fees Construction Information Building Value: $187,275.00 Building Fee: $1,126.00 Use Group: R-4 Plumbing Value: $12,096.00 Plumbing Fee: $76.00 Code: 1995 CABO Mechanical Value: $13,440.00 Mechanical Fee: $82.00 Construction Type: 5B Electrical Value: $12,384.00 Electrical Fee: $76.00 Permit Code: R2 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $225,195.00 CO Fee: $10.00 Plan Review Fee: $112.60 State Ed Fee: $36.03 Total Fees: $1,518.63 It is the owners responsibility to schedule the following inspections (minimum 48 hours notice required): 0 Footing - Prior to pouring concrete Q Rough HVAC Backfill - Footing drains and waterproofing ❑ Fireplace Throat d❑ Concrete Slab - Prior to pouring concrete ❑ Chimney - One flue above thimble Rough Framing Firestopping/draftstopping W~ Rough Electrical 0 Insulation 0 Electrical Service ❑ Final Inspection W Rough plumbing and leak test Fv~ Certificate of Occupany ❑ Gas piping and test Building Official's Signature* „ Town of Montville, Bulb Ueg iment Permit # 310 Norwich-New London Tpke. Tel. 848-3030, Ext 382 Uncasville, CT 06382 Fax. 848-7231 One & Two Family-Building Permit Application Form Nfw Constr xd= ❑ Ad4tim iteration. El accessorySttrteture ❑~r Job Location Job Description/Materials or *ner r'p Mailing Address City State Zip /j -Tel I y Contractor yL Mailing Address. City State Zip Tel -1-~ 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!7 03 aY Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ ` $ Electrical Other $ $ Certificate of Occupancy $ Plan Review Fee $ State Education. . $ . Total $ (See *verse side for ad4tiona(nrquiremenfs) in DepartmF t Receipt of "ontville Build g Town N r o ur Date _ From, Job Address: heck Cash Check # ~-:_..:._...m. I f f fi ireic one) Amount permit Received by I d Permit Fee Calculation Spreadsheet RESIDENTIAL PERMIT CALCULATION (2 STORY) House Construction A (E=Economy, A=Average, C--Custom) QTY $/UNIT $/UNIT $/UNIT TOTAL Living Area 24,00 SF $ $ 72.08 $ $ 172,992.00 -Finished Basement SF $ $ 16.01 $ $ Unfinished Basement 116:8 SF $ $ 5.72 $ $ 6,680.96 Kitchen 1 EA $ $ - $ $ Plumbing Full Bath 2 EA $ $ 4,229.40 $ $ 4,229.40 Half Bath 1 EA $ $ 2,691.15 $ $ 2,691.15 Garages Attached, 1 car EA $ $ 8,885.10 $ $ - Attached, 2 car 1j EA $ $ 15,113.70 $ $ 15,113.70 Attached, 3 car EA $ $ 20,913.90 $ $ Detached, 1 car EA $ $ 11,657.10 $ $ Detached, 2 car EA $ $ 17,456.25 $ $ Detached, 3 car I EA $ $ 23,256.45 $ $ Under, 1 car iEA $ $ 1,304.10 $ $ Under, 2 car EA $ $ 1,757.70 $ $ - Fireplace & Chimney Prefab 1< EA $ $ 3,963.75 $ $ 3,963.75 Masonry, exterior EA $ $ 3,963.75 $ $ - Masonry, interior EA $ $ 3,701.25 $ $ W/2 fireplaces SEA $ $ 6,746.25 $ $ Breezeway/Decks Open 120; SF $ $ 22.31 $ $ 2,677.20 Enclosed SF $ - $ 94.76 $ $ Porches Open 16.0 SF $ $ 62.69 $ $ 10,030.40 Enclosed SF $ $ 123.90 $ $ Heating Adjustment 2400 SF $ $ (2.76) $ $ (6,624.00) Air Conditioning 2400 SF $ $ 2.84 $ - $ Electrical 2400 SF $ $ (5.16) $ $ (12,384.00) Plumbing 2400 SF $ $ (5.04) $ $ (12,096.00) TOTAL BUILDING CONSTRUCTION COST, LESS MEP $ 187,274.56 if Is air conditioning included (Y/N)? $ 6,816 PERMIT FEE Building $ 187,275 $ 1,126.00 Y Plumbing $ 12,096 $ 76.00 Y Mechanical $ 13,440 $ 82.00 Y Electrical $ 12,384 $ 76.00 Other $ CO Fee $ 10.00 Plan Review $ 112.60 State Ed Fee $ 225,195 $ 36.03 Total Fees $ 1,518.63 Based on 2003 RS Means REsidential Cost Data 7/24/03 A-1 ]Alk ]AL .w• STATE OF CONNECTICUT ♦ DEPARTMENT OF CONSUMER PROTECTION Be it known that " ROBERT CARNODY 11 WALNUT HILL RD CLINTON, CT 06413 has been certified by the Department of Consumer Protection as a registered NEW HOME CONSTRUCTION CONTRACTOR " Registration # 5118 Effective: 07/24/2003 Expires: 09/30 20`03 Ja T. Fleming, Comm sioner i ' STATE OF CONNECTICUT WORKERS' COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn. Gen. Stat. § 31-286b) Property located at: P Sd'~ In the town of Name of building permit applicant: Please check one: 1. 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 (FEIN) Pursuant to § 31-286b, "a property owner or sole proprietor [who] intends to act as a general contractor or principal employer" may provide either a certificate of workers' compensation insurance or a "sworn affidavit... stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with!this chapter." 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: I intend to act as a general contractor or principal employer. Applicant must either provide a certificate of workers' compensation insurance or sign the affidavit below. Affidavit I hereby swear and attest that I will require proof of workers' compensation insurance for every contractor, subcontractor, or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act (Chapter 568). I understand that pursuant to § M-275 C.G.S., officers of orporation and partners in a partnership'may elect to be excluded from coverage by filing a wai er wi a appropriate District _Office; and that a sole proprietor of a business is not required to ve u s he files his intent to accept coverage. Signature applican - Subscribed and sworn to before me this day of _ (Notary Public/Commissioner of the Superior Court) NOTARY PUBLIC MY COMMISSION EXPIRES OCT. 31, 2007 . Town of Montville Building Department , 848-3030, Ext 382 ONE & TWO FAMILY CONSTRUCTION PERMIT SIGN OFF SHEET f 34, Property Address Job Description: The owner/agent shall be responsible for the completion of the form, no certificate of occupancy will be issued until an signatures below have been obtained. HEALTH DISTRICT 848-3030-882 Approved rZc"-2f-®~ ❑ Permit #:ot Applicable Septic Sy em Date Approved 2 ` ~3 ❑ Permit ❑ Not Applicable Private ell Date WPCA DEPARTMENT 848-3030, Egt. 881 Approved ®3 ❑ Permit ❑ Not Applicable Municipal Sewer Date House Trap ❑ Outside ❑ Inside Approved L Municipal Water Date El Permit # ❑ Not Applicable DEPARTMENT OF PUBLIC WORKS 848-7473 Approved ❑ Permit ❑ Not Applicable Director Date PLANNING & ZONING DEPARTMENT 848-3030. ExL 81 In-Compliance Permit zo. 8 ❑ Not Applicable Zoning Date In-Compliance ❑ Permit Not Applicable Inland-Wetlands Date. F t '!!!ors .t s. ~ftnLn art ~.1 ljt sit' $ Q .r;j,.. I rra/f/~/ryry 3:07 PM FR MITEK INDUSTRIES 144349i f 18604350 N r' X ;ernl n at 40 12038R? ypt N7Sa i 25fiB74 G02 mONO TRUGG 1 8 p n s, G r a a0!} ! ` E ~ >rs-. 1311• 20.0.0 1 71• 7.Z.4 6'x'4 ~ 11 3x„318= 1:W,3 S1 11.00 12 . T ( £Y4 11 14 i 2Y4 tl B awe IP r ~ II e 3 214 11 1 i 2ra i! • ~ , { = 20 10 18 IT 18 15 it 13 12 224 It 2x4 It 1XA 11 dm = 2x4 4 2114 11 1•& 11 2X4 11 2X4 !l F 764-0 - I._- _ " 5044 i W-0 AS LOADING (acf SPACING 2.0.0 Cal OWL in (104) 1Jderft PLATES amp TCLL N Plates tntrresv* 1.15 TC 0.27 Vglt L n(e n/a M11W 1eS91123 TCDL 10,0 Lurrltror tctuaase 1.15 BC 0.11 Vt1R TL 0,01 1,2 454 SCLL 0,0 sop Strftsa finer Ylis we 0.30 fia3(Tt.) 0100 12 Iva SCOL 10.0 Code SOCAIAN$125 (Mabix) HIM U LL Min N d ■ 240 Wfrlpht: 22 lb TOP CMOAD 3 X 4 SPF No.2 CHORD Sheath*$ er "4 cc purlins, ampt end vsrtiwia SOT CHORD 2 x 4 SPF N0.2 rOT CHORQ R1ggrd O{inn{~ 4Sractty applied cr iO D 0 as b~dng. W ~~rr$B 2 X 4 SPF NO-2 WEDS 1 Raw at micpt 11.13 ONSPS 3 X 4 SPF-S Stud REACTIONS(lb gm) 120101120-0-0.2-324/2044, 17e2+43J20.0.0, I$v273+20-". t9a151/20-", 202478 O-", 10-268f24•C.O. 15=2020-". 14*250/20.0-0,11a26012G." Max HOM 25251{{lood *as* 3)) Max Uplift 12=-13(lond Case .3 17-23(Icad case 3), 16*•~Z' oad a*o # 1A'°-21p0ad cam 3), 20=-41(land case 3). 1Sa•25(toad caw 3), 16-25(lead 0860 Z), 14o.27(load cAse 31,13-23 *ad Mat FORCUS(Itr FM Load Cam Only TOP CHOR- 1.2x37. 2.3=83, 3.45-b1, 44a" 5.6n39, 6.1-38 . 14u38, 86030 9.10033• i(-11-30. 11.12-63 SOT CHARD T,20=t. 19.2001,18.1:7=1, 17-1~+1. 18.17=2.1S•18o2, 14.1302. 43.14-2,12-1702 was 6.170.20S. 5~18s-22S, j-18=•142, 3.200.37?, 7•tt>a.20T, 8.160-2ti8, !i-1a~-210,10.130-211 }~s Imu has beast 4esIgna4 for the wind iotads penomted by SO I11 h wind$ at 2514 W=6 and IaeL using 5.0 psf toep chord d=ad toed and 5.0 psf bgttam chord dasld load, 3 alt kern hurrp~r~ aasniInU to Na 0ooupaQ~ey emi11{,Irlry S, canditl~brl 1 enclosed building, of dimenstona 4d ft by 24 ft with ttxpoaurfi ~1,48CE 7.58 ~r fOGUANSi~ N 6riC vortiw) gxtet, they are not op sed to wind. tf ctnWwv*y drlat yy 2m =spotted to w)nd. It pat~ehes satist, they aro not a1 os~to wfid. The twnber L iffcrease is i,3$, and itNl vma gr r w1ceva» Is 1.53 2) Tmss des~'gn*d wind loads in the plans of the truss only. For studs I gmud to wind (norrict t0 the foot), too Wak 'Standard Gavle End Detail. 31 i2nbte requires eondnuous bottom chord blearing, 4) Gable :.twda spaced at 244 oG 5) Provide nlochanieat aonA*ction tby otrlere of trwa Ia be6lin last t,a of wltdnlsndinllt! 1! lb uplift at joint 12 25 Ib upuh at Joint 17, 27 lb uplift at Joi(al 18, 21 t~ up ff et Jeird 19, ~ lb uptli at jalnt 20, 2S 10 up +N J6iM 19, 1i lb URR tt St11Vt 15, 27 lb uplift at joint 14 and 231b uplift sit tint 13. 6) ~ trus8 h2S bmm diizigrwd with ANSVrIM 1-I995 CENOAe. LOAD (ASE(S) Standard b IIe1Q~ t February 11,2002 p w~0 • V4rI& &4X411 luwl W16r/ a" tifElAA snMX Owl= ,tiles xt IT&" tARtLS )t3Fi " aria. gal - O/slpm vellet ipl Vf* 010f "11 Mltok "Mroselars, TAW aea gn b bo wd dab tald7ft patomotots owsna efnd t tot an InilMduat bvlk11tte aan Warki 19 00 r.aa,x:d and W-2400 v9rlk Oft. ApplleabMV Of Capon peatpHrhns and Wovat MotafpWNp of 4vnp&wmv is e9fponslNtly of tf wimp dOH6nel - not N29 dNlana, 1,*-*4 khown It tat lataeal "0011 of 111drdinwel wetT re*mb" Only A*016nd limewom ae" tfsl iC wwe umviBy darkly aond1u011/A Y the eesponovollr a( The o, Mt. AddK*A41 valmdm6hT blCakla of M0 QVWN 4 00YON10 k lh0 feWXVA W 9f 1119 &Wplnq 0" 1161. Foe QAMdra1 41dU4yrs09 Nil ,0¢C1fdhp loollodlbN , 6vpv conifat, $101040. os&viv. ormotion and Waoinl, eonstn OW -W at+any bandowd. 64/.67 Ldotrey 2sP*c A,91sw% and 1,104-91 MITi~k~ Itwf1d1n4 tfwt,laing aM #I-MWV »+rramnt9f1 gffWn avoubb nom vivo ftle.Mttl,Aw, aaa D'Ceheseb DINW, I,U44pnh• 1M1118715. Truss Trusts Type = - Qly Ply Woo 528COM1830 FINK 300 1 STOCKS w00d atructures inc, 0 3.300 s Sun 7 1995 MRek Industries, Inc. FrE Jun 23 t0:2 I f Z,G~~ 7•~•t r«a.o ' za7•tz 2.00 7•d.~ b7.IT - -""-----i---~-•"~ ..._jA'-0'0 .a:~. 0.7.0 ~.,,p~.•"~»W 04 4 It Or 44 30S 30 c. 8.0012 104% 3 5 ix4~i s v i;IV!I. 2 g' a is 9 e 1 3x3 = 3xd = 3xa = 7. j - SEA verAiL. a F ` taco sac 10-010 Plate Offsels (X,Y): [1:0.0-0,0-0-6J, (7:0.0-3,0.0.8} LOADING; (W) SPACING 2.0 0 CSI OEFL (in) (lor) vdeil PLATES GRIP TCLL 42.0 Plates Increase 1.15 TC 1,4 10 ' Vert(LL) 0.30 9/8 999 M20(20ga) 199114C, TCDL 7.0 LumberlncMaSs 1.15 BC t,00 Vert(rL) 0.42 918 792 BOLL 0.0 Rep Stfess finer YES WB 0.3q Ffora(Tl ) 0.11 7 We BCOL 10.0 Code TPI - Min Length / LL deft a 240 Weight: 84 (lbs) LUMBER IsiiACINR TOP CHORD 2 K 4 SPF 1850E 1.5E ; Op CHORD Sheathed or 2.4.0 on center purifn spacing. BOT CHORD 2 X 4 SPF 165OF 1.8E 130T CHORD Rigid ceiling directly appli,,'' O Q ~g~nt'' braclro' WEBS 2 X 4 SPF Stud rl, i (4 ~•ss..ep•R.~~j~~fi REACTIONS QbstslTe} 1a1883l0-3.8, 7=188310-3.0 FORCES TOP C!•tORD 1-2=-3135, 2-3=-2675, 3-4--2875. 4.5=-2675, 5.6A-2675, 0.7K-3135 t . ~ rryTr f t • " BOT CHORD 7.8-2680, 8-9-1990, 9.10-1990, 1-10-2880 Q ; r WEBS 2-10--624,4-10-840, 4•8n948, 8.8--024 JUN 2 3 4QQC : LOAD CASE(S) (.JJJ M t} •a.....,• ,Ck ~g,, 1) Lumber Increase=1.15, Plata Increase=1.15 Uniform Loads pbs per R) Vert: 1.2#-98.0, 2.3=•98.0, 3.4=-98.0,.4.5s-98.0, "2-98.0,64-91!.0. 7.8n-20.0, 8-9w-20.0,940-20.0, 1-10=•20.0 Concentrated Loads (lbs) ,f `~1j> t 161 st1+ ~Q~ • • » ' " Vert:1 -196.0, 7=496.0,8-52.0, 10e--52.0 DESIGN LOADING: TCLUTOTAL (PSF) 42159 @ 24" cc, 63/74 @ 19.2" cc. 83189 @ S8" ac. This truss has been designed for a 20 psf bottom chord live lead, applied concurrently with all other loads wherever the clear distance between the top of the bottom chord and any other member is 42 Inches or greater. 00 ~w z x `No. 5292 STErH% N X11.. ; x~~ a • I v O.• t~ 'r CA MT. ~Ii1 NAl. ~~I4ilflllEli'~► OxtA j& WAP WN47 - verW d.agn ,paramete f and. ralLan NOT2 s otrTHIS A D RBVM sa awe 13JWOR s USX. ttx Daslgn valid lot use only with Wait connectom 1hM'da4En h based only upon parameters Mown, and It for an IndivIduat building component to be I Instatlea and loaded vatflcagy,' APPkablilty of design patanletett and propel Iftatpotalion of component k tesponsibtllly of bultding designee • not Inns designer. Butting shown IS for btetol tuppotl of IncltvldUal web mtrnbvt only, Adelllbnal temporary blactng to hltwo stablMy duiing oonsiructbn k the tetporkifflly of the eteoloi. Addillonal palrnaaent btaomg of the avetop stru0no It fhe iospoo4lbl9fy of the bulidtng detlgnet. For genelot guidance; regoxftng rtbti,--Cn0 , ctuolty corttot, storage, dafMety, etectson and bttctna, oonsult OST-84 Oual8y Standard, 084.89 Staving Epooffleallon, and 1418.91 µlTek tnc' i I D ntSS fuss ype ~G 7~--~•~•••^ 259374 001 MONO TRV3S 10 1. +f DI 5 , MMI-MV, L ion 4 r , fill n a ege -i 1~ 7.ar w.s eo.a ir+s 1{ Srak~t:sts S.r7Q 1$ $ 4x4 r t s 3rd 10 3><A ' a 2 a 2.4 = a 7 fud ~ 4,A I lZLAO ~-0 , 1o4d 113.t}.Q PTO N-1:i LOADING {psf~ "ACING' 2.0.0 CSI OiEFL In (IOC Well PLATES GRIP ' 7Cu. 42.b Plates Increaso 1.iS TC 0.75 Ysrl(LL) -0.16 2w 499 M1120 1tS9lt23 TCOL 10.0 Lurnber Increase 1.15 Be 0.76 veR(M) -0.40 2-8 }BOA BCL~LI 0.0 Rep Stress Incr Yes wS 0.51 Hard-17L) 0,04 7 No 8CDL 10-0 Code DOCNANSISS (Matrix) 1st LC LL Min V4*fl 111240 weiphtt 7814 t LUMBER BRACING I TOP CHORD 2 K 4 SPF 165OF 1.SE TOP CHORD Sheathed or 34.11 oc purling, ex0e7t end vaerlrals. BOT CHORD 2 X 4 3PF 165OF i.5E SOT CHORD RIy1d coil n99 dir4atiy soplied or in -0 A e,e bracing. wg5S 2 X 4 SPFS Stud •E'xcspt" WEBS 1 Row at midpt 0-7.$7 j 8-7 2 X 4 SPF No.2, 5.7 2 X 4 SPF 16WF 141: I Ri=e~i=TtONB(ibls'~) 7121810.3-8, 2=i'.~+t51D-38 j Max Hcrz 2#251 (load case 9) 1 Max Upllrt 7.•1280aad case 3), 2z75(lead rase 9) FORCES(1b • First Load Case OM TOP CHOR 1-2-38.2 3r2 .248, 3 to-4898, 4-Cas1554, S b`70r 6 7a DOT CHORD 2.:sI96t, 7-8=910 WEiSS 3$=-750,58*933,5-7 '244 ND?SS 1) This truss ha3 4a=en aesignsdfor the wind loads gedtemted by 90 rVh winds at 23 R abmv smund level, us 5.a paf tap chord dead loud and 5.0 pd bottom chord dead load, 5 rid trout hurricane oc=nlinrt@~ o~~~h 4n oaGUCd cats 1, condition I enclosed building, of diffowsions 4$ ft by 24 It with e 8 ASCP 7.93 per BOGA/aNM It ano verticals mist, that are not e=poaad to wind. If canUleyg s exial, thoy are exposed to wind. 9 porches w* Shay 2m nat exposed to wind. The lyntbar L inereau 41.33, and the pla bi; grip increase is 1.33 2) Pravida mechanical connectlan (by others) ct truss to bearing plats capable of withstanding 1201b uplift at joint 7 and 76 lb 1 uplin at joint 2. 3? 'This toss has been designed with AN511TP11.1995 crtter)a. LOAD CALMS) Standard w o~ C* February 11.2002 WAG - Irsr~ ~~Ytc 3s~~[rlrRtsrs eL~t 1tE'~F AOP31! R7tltf ~lIXJd 117~VE`R8a SiDle 81'iTORB l;~. , Pasldfi vole IOt use only rXA t iRet eonnac►da. Ink 41ettQe >R t7troed ony won aft4nleltril akNik dha k lift OM w6wVlk bubo" sompomml lot* d"10 "d W d kmOV t .,wrimgi, APPtIe4=PJF OF Oer►in pwa,asien Ono 01e0at to mmalbn sA ceffkp w T is 06SOV19"Y of bAmhp Aatotrt • JWI 141111 410MG61M. arne:ng ttwym Is for tarwel suppoef of 1hemdu01 trap rnernaaa catty, A4i06" leftw4w Meetfia to have debaty dufh64 e+nA?JU*"n k I" ,etpon*MY of Ine alacrpt, Addhbnei pe",%A4t,1 ble41n9 of tN► *ft4l 0400o It IM 16spgt*(y of In* OuRO a tfestpnrr. Fet t;ldMot auklprtr:a hgerCUp ia~tcatbM *Wnty eenne! atorage,tlotha:r, etasfron MCI Croek~0, C10MIt Oi1414 QW011y lteMdad.0111•99 Imsing twaffteartots and 1111 11 I~ / j~~~~ Nandlttq kw14MM and am-zva a"cvnmw d4Ara1 GVglbDkt nom nvn frpla rMkula.34J D'OrgAb Dlhe, Maat4en, wt>si110, It TOO Qj SI411'I 14~ H I h3'T _90 -6£r 098 T Xtd3 OCtdT NON ZO'TT/30 - ire~j~"Ges C(06 EURNING FIREPLACES BR/BC SERIES WOOD For both warmth and comfort to your horns, nothing can beat the SR/K Series Wood fireplaces from elite, These iirepiaoes offer lop-of-the-Nne festLaft 1 all in an economical and easy'to-insttil package. Standard Fe&WM • Extra tail and wide dimensions for expansive fireviewing and ionef loss rester reflection • Traditional tapered Firebox sides provide g of radiant twat. • Available in 36" and 42" Radiant (8R36/9R42) and Heat- Circuieting (K36/9C42) models. with realistic • Firebox is fully lined with durable refractory brick pattern. • Nearly Invisible air intake (no unsightly slots, holes or gaps) • built-in Ftw Damper with positnre-W& reduces horn heat loss when fireplace is not in use. -ar u•er • Black Wine Mash Firescreen protects against sparks. ear Unobtrusive built-in ash lip reduces ash spillage. y • Ganeraus Wood Basket Grate made of tough 1/2-inch steel. w 211 ium . Easy access with knockouts conveniently located on both r+, / `~~••Omer .t sides for optional gm log instaliations. a w • Factory-metalled corxreetion for Outside Air System, whkh ■ r ! Bj • provides steady Aow of cornbustlon air to firebox for tightly • C/ saahd homes. Venting and termination sold separately. .Mr hs r~ lt~l7 • Uses Majestic's B" "SK" double-wall chimney system' f that keeps insialkllon simpk and economkal. No tools ■ ■ or fasteners needed to<tksis_snap-together pipe system. ~it- ,w • UL/ULC tested and listed for safety (US and Canada). Limited Warranty and 30-Y*ar Protection plan assure quaUty and dependablity. • tin UWW models for cold-dimate installations. w - yr wow rw + Optional ACdp0Aft W r r. ~ a s e►arww.r.+ • Tempered Ii-Fold Glass Doors enhance appearance - and .1 r Ieo improve eNktency by reducing heat loss. Available in Black, Brushed grass and Deluxe Pofished brass finishes. j • Easily 11ssf119ed Forced Air Fan (Mode! fK-12 for 8C models mss!!! only) distributes a constant flow of warmed room air. M, • foil Mantels and Manuel Shelves available In ready-to-paint popiar or ready-to-stain oak. ! w "M MR nwdNs have ss~rie training dlersrnbns as the K nre/sb. trW wM *A louvers. r w airwrt of owrr+t I rt VOW ru low" t I" ra rpal(wtlw •rlhout otip i~~+ aKw• wrWi«r. N.r. wr }1100'" "m1 and A n wri g Cdw rN Gn a rat= 10 lp476 AdMW ft*, NMI" Aye rb••t A~hYMaiyL O.1. LST >An M+rwnMpe,, In~Yra !a>tio TM: ao•srn r•i: o+s~HS•a00o rou aoa ne-sic AM QM H44M +-ae-re+•ras .~r.~r.r.w~.drrh.wM ,ooo•s.. „rn Permit Number MECcheck Compliance Report Checked By/Date 1995 MEC MECcheck Software Version 3.3 Release lb Data filename: Untitled TITLE: 2400 sq colonial CITY: Middletown STATE: Connecticut HDD: 5945 CONSTRUCTION TYPE: Single Family DATE: DATE OF PLANS: 02/13/02 PRt?.TECT INFORMATION: - COMPANY INFORMATION: COMPLIANCE: Passes Maximum UA = 407 Your Home = 352 13.5% 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 1176 30.0 0.0 41 Wall 1: Wood Frame, 24" o.c. 2506 19.0 0.0 128 Window 1: Vinyl Frame, Double Pane with Low-E 15 0.350 5 Window 2: Vinyl Frame, Double Pane with Low-E 15 0.350 5 Window 3: Vinyl Frame, Double Pane with Low-E 15 0.350 5 Window 4: Vinyl Frame, Double Pane with Low-E 15 0.350 5 Window 5: Vinyl Frame, Double Pane with Low-E 15 0.350 5 Window 6: Vinyl Frame, Double Pane with Low-E 15 0.350 5 Window 7: Vinyl Frame, Double Pane with Low-E 15 0.350 5 Window 8: Vinyl Frame, Double Pane with Low-E 31 0.350 11 Window 9: Vinyl Frame, Double Pane with Low-E 31 0.350 11 Window 10: Vinyl Frame, Double Pane with Low-E 31 0.350 11 Window 13: Vinyl Frame, Double Pane with Low-E 31 0.350 11 Window 15: Vinyl Frame, Double Pane with Low-E 9 0.350 3 Window 17: Vinyl Frame, Double Pane with Low-E 6 0.350 2 Window IS: Vinyl Frame, Double Pane with Low-E 6 0.350 2 Door 1: Glass 40 0.350 14 Door 2: Solid 34 0.500 17 Door 3: Solid 19 0.600 11 Town of Montville Plans Approved for Construction Approval shall not be construed as a permit for, or approval of, any violation of the provisions of th nnecticut Bui ding Code ie pY ile Copy _q„j t K"OkECEI ff m uVw E I s uF+ws woxtm - I I i 1 1 1 1 I I I _ E~EyATION 1 1 I I I I I -17 .I C.I C..I C.~ C.I - Il i xxe,vw•.ro' LJ e~ - - I 6-0" C-0 --r ~1_____ ,~I~ 4•x 4- P.T. WOOD COLUMNS J'll___ ~ (])ON CONG PIERS &FUOTINGS I P.T. WODD HEADER 2" x 8" P.T. W D 4 16'O.C. I HEADER WgO1ST HANGERS I I i -._.____a ______________Q _ e _ _ _ i •~10•CONCRETF FOUNDATIUN 2 WOOD ]OI O i6-O.C-HRiDOMol F--4"CONCRETE SfAe FURN1 10" T-1I" T-]• T-]• - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (4)2xI0BEAM (4)2"s 10"WUOD BEAM - (J)STEECLALLYCOLUMNS AC/pC H.W. 2Y-8310." ON T s'_'s 10" CONC. FOOTINGS Tp HOX ~ _ _ _ m 4 I2" z C W00D JOJST~ - - nl6"O.C.. eRIM)iNGI - - p IO" CONCRETE FOUNDATION IV i-- 4• CONCRETE SLAB q p. p'~ e p , TZ4•P.T. woos COLVMNS Ts8'P.T. JOISTS FRONT (6) OH CONC. PIERS&FOUTINOS 16"O.CFORPOACH HOUR II a • ~ S"CUNCRE'IEFOUNDATION ]=-a F01J DAB TiON PLAN 1 . - - - - - - - A HcALe ]nr-rvo• - : - i STERLMG2 _ ~ - - I 2OWlavic .M1.i ~.91tt 31tlJ5 xv-dx00- ISi . .ors xana Iv UA0 o-5 •PL nOOa av3H1YdA0 ore •trL .9'1 .yi .rn Hal ld 4 s OH SO rsrxa al 0NO C - 3sYHJ aoom- w .9-.t 3Jtlld-0 9Wa1]S A'.1 I- aaanwrdlvuvwaa 1vNOUe savmasazls - " WoooI'JxIAIZ F ssnxt'aM nvM av.va _ Nvd5 ardlJ 3ald xnOHSN 9WOalxB _ 'J'O.91 -S191Of - u aO0M.8'-2 WIII SaOmdN33Ma N SdOJ53tad- dSVHJ aNY Oa S=lm'xo MaHo IJ NOON ONIMO anld aJVNand " asnowdovaYO ~ awvxd aonro °z oW~nd _ 'Wwa6 xOna "LLS.Ht1 > b 'J'O.91-S1SIOt - b a AB SNOaNWOJ-Q datlxn E xad SV 3OVaM dsx Ma z, o _C-_i o-s X OE (z) X o s (z) Li 0-5 I wm-sda. L , aooro aazYaw. ~ry - „o-a rs .9-SI XJSa aODro'd'd . 9ZI KpO1 wV38 aO0MJd.P.ZI •.9 X.2 ~Z) ~y ) I i %-0• -----q_t 4d IR' 3'-71/P (2) 3-0iX 5-0 2-0 3-0 2-0 X 3-0 (2) 3-0 x 5-0 st "vw 4I MASTER BEDROOM <n rn U P J ~ 4 Tom' p 7' w AC c Q Q P7 - rJaIX ACCCESS _ ~ Q W TO BOX U ti Y BEDROOM #2 BEDROOM #3 4 3.05-0 3.0 5-0 3-0 5-0 3-0 5-0 !4,6. Tb" T-2• 6'.1U' T6 4'-6" IV-2- 16'.10' 2ND FLOOR PLAN 3TA' SCALE 3116- I'-0' SfFRLW02 TYP. TR(JSS ROOF AenN1.T &imGL~ euv<Pax - ~ ve+r yr n.Twcm s~e.TUU~ uv w - aPe P~ar,~r~ Taxers • u' oc - w so eaTr nmunor+ f of ca~sr. edam j rrm. aew® TP. TPoxb FaOF TYP. ldxt2' P.T. DECK TYP. E)(T. WALL TYP. 2ND R.OOR D O D O 00 s~^+o vt m*uroo asn _ ~ ~ ~ eN ox ~ snore • v.• oc. a• T~ nsa x eaTr wes.aTaN 00 -Df10 .RJIBT • b" 0.G . eam ~i~ ovax ~ ~ ~ T~ePFa~ es~w® a'-C ~ ® TTP. Fl.ttn r----T PORCH ( t"d L.1 ( 9~6 RNT0+6 (LB) EtEMT ❑ Q 4%4 c iew ](Nb) P.T. CSN'I Dm P.1. LEIXBt - . 00 5FIsCZ, 'co~nex ei+PS TOe~roa Ex~a ccao-ui OPoPIHLE WJtRNL P.T. GWP.•BLe NAmR<LLx BPII.CL' E MOGMi a' M4X. DH. TOP wiLL 9' IPEAD YV f radw+ t9eD) ea carton wew TYP. 1ST. FLOOR a va• wee rwx, rcv em) as P.r. enrure nM waive wwrt r+P ncna nwc ' r+o xarron a+~ . a' x v P.T. cr c I ~o" ~0~- .aHew ram c.+ r.r. ,vx~ rcR oer. eTaRS ~ cax ,asr onn+a-a oan Pr oFiwc a)a' T.o aty.Twrvo . • crc«sa .aae~ a arm rrx -Hier • r' o.c ~u epoea ewcvwo . som e~ocaw: ovee e~euT FOOTING DRAM TYP- eFGdID Roca . a" sU6 -uv v aa+am eTOrae a• PeeFS~aT®nPs aax+® OTONE FSTER ~,xwo CROSS sECnDN A-a 1 r s F 12 0" I.T 4" x 4" P.T. WOOD COLUMNS [ (S)ON CONE"IBRS&FOOTNGS I I I I I I I 2" x 8" P.T. W UD P.T. WOOD HEADER I6" O.C. I HEADER WJJOTST HANGERS I I I I I x 56`•0" - r I I D .D 10" CONCRETE FOUNDATION .D .D 4 II D,e 2" x 8" WOOD JOTSTN p - -4" CONCRETE SLAB 16" D.C.. BRIDOINGII • p FURN T II" T-3" T-3" 110" r ' r .D 1 - r POCKET (2) a _C _c:aa _ - D,e (4)2z I0 BEAM (4)2"x10"WOOD BEAM - - p•s (3) STEBC LALLY COLUMNS 2T-8 318" 'e UN 2' x l' z 10" CONC. FOOTINGS AC/DC H.W. r TO BOX 2"x8"WOODJOIST r, 10" CONCRETE FOUNDATION F r I q ' D 4- CONCRETE SLAB , p r r 1+ , 1 I e II4" x 4" P.T. WOOD COLUMNS V' x 8" P.T. JOISTS FRONT------y (6) ON CONC. PTERS & FOOTINGS 16" D.C-FOR PORCH DOOR I _ I y) a~1 8" CONCRETE FOUNDATION -a 32'•0" ' ' r r r ' FOUNDATION PLAN ( SCALE: 3116- I'•0" - - : " STERLING 2--- 24'•0" INLAND WETLANDS WETLAND REGUALTED AREA SCALE: 1"=40' S - BUILDING SETBACK LINE S SANITARY SEWER, MANHOLE El- D STORM SEWER, CATCH BASIN L __A_'`-/ L-,A J`.A A.,/ TREE LINE -290- - - - 29~ CONTOUR SF SILT FENCE FD FOOTING DRAIN FM FORCE MAIN r.19 ® WELL ~ CB 39J RIM = 473.79 MH 60 FOOTING DRAIN OUTLET INV. = 463.94 RIM = 478.21 INV. = 464.69' INV. = 467.86 d= 44'54'04" R=60.00' - S FM T=24.79' S L FM \ L=47.02' D- AMA~f DR/ s s FM o ~ s S38' ' 90'00 00 MH 65 - RIM = 470.48 R=30.00' T=30.00' j INV. = 463.06 r ci n f' L=47.12' ` ° d et r ~co Z 40.0' o 62 o 10'x12'WOOD y., + DECK & STEPS + Tai O O Lo ~ ~r ow LOT 35 } 26.0' INV.=466.40 z ' + 1 24' x 24' FUTURE W to 0 SHED OR POOL AREA V O or r a r 41 N G ; LOT 36 !o Eo © + 122052 sq.ft. Q 05015 - CIS " ; I c'4n ~ - a I rn ~~D~ dhN 64i 85 ' 83 r + i ' 86 s- "a 122.50', j S38'S4'28"E` 219.55 342.05; (TOTAL) OPEN SPACE DATA ACCUMULATION PLAN I CB 70 PLOT PLAN WV. _ 47219 LOT 36 PINE RIDGE ESTATES TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP 48 ANDERSEN LANE IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MONTVILLE, CONNECTICUT SCALE:1 "=40' DATE: MAY 16, 2003 _ BY: BENNETT & SMILAS ENGINEERING, INC. 415 KILLINGWORTH ROAD, P.O. BOX 241 MICHAEL J. BENNE R.L.S. #10831 HIGGANUM, CONNECTICUT 06441 ORT_LOT36_PP. WG