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HomeMy WebLinkAboutSFR 2001 Town of Montville Building Department Phone: 848-7166 310 Norwich New London Tpke ...itFax: 848-7231 Building / Trades Permit Permit Number BP2001-237 Permit Date 5/18/01 Permit Type Building Permit Code R2 Job Street# 51 Job Location PHEASANT RUN Map/Lot 028/005-042 Job Description Single Family Residence Owner Contractor D'Amato Bros. Watch Hill Builders Address 183 Quarry Road Address 183 Quarry Road City Milford State Ct. City Milford State Ct. Zip 06460 Telephone 203-877-3276 Zip 06460 Telephone 203-874-5992 Lic/Reg Number 131 Lic/Reg Type NHC Exp Date: Use Group R4 Code 1995 CABO Type Construction 5B Building Value $145,673.00 Building Fee $874.00 Plumbing Value $8,736.00 Plumbing Fee $52.00 Mechanical Value $8,162.00 Mechanical Fee $52.00 Electrical Value $9,727.00 Electrical Fee $58.00 Other Value $0.00 Other Fee $0.00 Total Values $172,297.00 CIO Fee $10.00 Comments: Plan Review Fee $87.40 State Ed Fee $27.57 otal Fees $1,160.97 1 Building Official's Signature (..._ ����►yf ,/ Date 3-7/4)---/ O/ It is the owners responsibility to schedule the following req . d inspections(minimum 24 hours notice required): B Footings -prior to pouring concrete ® Backfill -footing drains and waterproofing ❑ Fireplace Throat ® Concrete Slab, prior to pouring ❑ Fireplace Final ® Rough Framing H Chimney -one flue above thimble ® Rough Electrical V Firestopping/draftstopping O Electrical Service ❑dl Insulation ® Rough Plumbing and leak test ❑ Pool bonding ® Gas piping-pressure test and installation ❑ Final Inspection ® Rough HVAC V Certificate of Occupancy - PRIOR to use or occupancy Town of Montville Permit# Building Department YI 0 Norwich-New London Tpke. TeL 848-7166 Uncasville, Ct. 06382 Fax 848-7231 Application for Building or Trades Permit Job Location 37 /0/9 eas 4. P //,h Map/Block-Lot 028 / 005 / 0 92- Job 2- Job Description/Materials SINGLE FAMILY HOME Owner D'AMATO BROS. BUILDERS Mailing Address 183 QUARRY RD. City MILFORD State CT. Zip 06460 Te1.203 -877 -3276 Contractor WATCH HII I RUII DFRS Mailing Address 183 QUARRY RD City MILFORD State CT Zip 06460 TeL Ins-874 - 5992 gpe of Permit New Single Family ❑ New Two Family ❑ Addition ❑ Commercial ❑ Industrial Aheration Garage ❑ Carport ❑ Shed RI Roofing EAir Conditioning Plumbing ® Heating Electrical Gas Retaining Wall Deck ❑ Pool ❑ Patio IJ Porch ❑ Demolition Siding (1 Windows ❑ Fireplace ❑ Chimney Size 26 x 50 Type of Heat OIL HOT AIR Use SINGLE FAMILY HOME 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. New Home Construction Contractors: Have you entered into a contract with the consumer for the proposed work? ❑ Yes ❑ No Owner/Agent Signature Date Contractors License/Registration y &Number N.C.H. 00131 Exp. Date / / g ‘pe xP Construction Value Fee Building $ '4 73 - $ Lt- Plumbing $ t 7,3,6- $ _52-- Heating zHeating $ g l 6 $ 50' Electrical $ 977-7- $ . "?' Air-Conditioning $ $ Other $ $ Certificate of Occupancy $ /o- Plan Review Fee $ State Education Fee $ 27.57 Total $ 172 2-97 $ )/64. 7 Town of Lontvil1e Building DepartmF j Receipt '= 10 Date 5 / 9 /o) No. 00675 From: I/A-re N N I l L gu 1(4p8/2J Job Address: .5 ) F7,,ec.,r Q-t,r, iti;) Amount $ /16 0 _ 9 7 CashIllft Check # 16,c Z (Circle one Received by ,,, , S V F'`t'r",'e/( Permit II $QZOo t 23? Permit Fee Calculation Spreadsheet "°- RESIDENTIAL PERMIT CALCULATION (2 STORY) House Construction A (E=Economy,A=Average,C=Custom) QTY $/UNIT $/UNIT $IUNIT TOTAL Living Area 1981 SF $ $ 70.55 $ $ 139,759.55 Finished Basement SF $ $ 13.10 $ $ - Unfinished Basement 896 SF $ - $ 5.45 $ $ 4,883.20 Plumbing Full Bath 2 EA $ - $ 3,531.00 $ - $ 3,531.00 Half Bath 1 EA $ - $ 2,247.00 $ - $ 2,247.00 Garages Attached, 1 car EA $ - $ 8,054.00 $ - $ - Attached,2 car 1 EA $ - $ 13,676.00 $ - $ 13,676.00 Attached,3 car EA $ - $ 18,938.00 $ - $ - Detached, 1 car EA $ - $ 10,547.00 $ - $ - Detached,2 car EA $ - $ 15,809.00 $ - $ - Detached,3 car EA $ - $ 21,072.00 $ - $ Under, 1 car EA $ - $ 1,226.00 $ - $ Under,2 car EA $ - $ 1,673.00 $ - $ Fireplace&Chimney Prefab EA $ - $ 3,480.00 $ - $ Masonry,exterior EA $ - $ 3,555.00 $ - $ Masonry,interior EA $ - $ 3,330.00 $ - $ W/2 fireplaces EA $ - $ 2,520.00 $ - $ Dormers Gable SF $ - $ 22.00 $ - $ Shed SF $ - $ 15.00 $ - $ Breezeway/Decks Open 120 SF $ - $ 15.00 $ - $ 1,800.00 Enclosed SF $ $ 82.80 $ - $ - Porches Open 14.0 SF $ - $ 25.20 $ - $ 3,528.00 Enclosed SF $ - $ 111.55 $ - $ - Heating Adjustment 1981 SF $ - $ (2.67) $ - $ (5,289.27) Air Conditioning 1981 SF $ 1.45 $ - $ - Electrical 1981 SF - $ (4.91) $ - $ (9,726.71) Plumbing 1981 SF - $ (4.41) $ - $ (8,736.21) TOTAL BUILDING CONSTRUCTION COST,LESS MEP $ 145,672.56 Y IIs air conditioning included(Y/N)? $ 2,872 I PERMIT FEE Building $ 145,673 $ 874.00 Y Plumbing $ 8,736 $ 52.00 Y Mechanical $ 8,162 $ 52.00 Y Electrical $ 9,727 $ 58.00 Other $ - CO Fee $ 10.00 Plan Review $ 87.40 State Ed Fee $ 172,297 $ 27.57 Total Fees $ 1,160.97 t Based on 2000 RS Means Square Foot Costs 4/23/01 A likseTown of Montville Building Department 848-7166 Sfiti -ttc 4444411115 OF OCCUPANCY SIGN-OFF SHEET .S`/ eqlo rQ,77. 2 Property Address Map/Lot Job Description: s/44,/c 1,,.,, /7 �A , The owner/agent shall be responsible for the completion of the form, no certificate of occupancy will be issued until all signatures below have been obtained. HEALTH DISTRICT 823-1189 Approved ❑ Permit#: ❑ Not Applicable Septic System Date Inspected and ❑ Approved ❑ Not Applicable Food Service Establishment Date Approved ❑ Permit#: ❑ Not Applicable Private Well Date WPCA DEPARTMENT 848-7094 Approved 1/4.1 (Ay U l ❑ Permit#: ❑ Not Applicable Municipal Sewer Date Approved — ❑ Permit# [g Not Applicable Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 Approved ❑ Permit#: ❑ Not Applicable Director Date POLICE DEPARTMENT 848-7510 Approved ❑ Permit#: ❑ Not Applicable Officer in Charge Date PLANNING & ZONING DEPARTMENT 848-8549 I - ompliance C611-0/Ar 5, 1910 , Permit#: �, d\_1 ❑ Not Applicable Zoning ) ate CA/A, in -Compliance nIo ❑ Permit#: Not Applicable Inland- etlands Date FIRE MARSHAL'S OFFICE 848-1175 Approved ❑ Permit#: ❑ Not Applicable Fire Marshal Date Town of Montville `*I Building Department 310 Norwich-New London Tpke. Uncasville, CT 06382 Tel. 860-848-7166 Fax. 860-848-7231 April 23, 2001 C097 Watch Hill Builders 183 Quarry Road Milford, CT 06460 RE: 51 Pheasant Run 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): 1. Construction permit sign-off sheet has not been submitted ,2--Fee-Due-$4464,97--- We 16n 97 We will keep all documents received to date on file and renew your application when you have furnished all the required data. Thank you, oseph J. Summers Asst. Building Official Cc: File - - __ . - L_ . ..�..x Imo. 1528 (.]NK 1700 1 ( -" r .. 0•i•-u, • .. • . •- - •t as, a. - ,` : y-. • 1 .1440 7.4.4 14-0.0 20.7-12 2840 29-, •1 )1.40 7..4 5-7-12 • 6-7-12 71.4 '1.4 I. sittrotfit • hp s%�-� ' 'h ►�r� X04= Stt OF 414 ;Tniaw-44% �`. e*': 3x4• b g CARER :C4 No. 5292 °i *-1 us.: CIVIL -• • 9 No.31927 SP I 'O o 170:000:0,000°.°°#°°°.# X4 e ..o ; 5.00 �; 1x4ii 9°�' �C�sT�a� '� ( Z0/1;i:Q1 SS ��;`•��1 FS 6�� e1 ,, ' 12 11 10 'IIIIILI Sao DetailBel ow 3y4= 3x4= Wet See Detail Below J 104%0 • 18.0.0 F 28.40 10.04 8-0.0 10-0.0 1 1 PoreOffssta IX,Y): 13:1571-417:717m_51, 44.410.4.2:0.11:14 ega_ - LOADING(till I SPACING 2-0-0 CSV DER. Gn) Der.) Udell PLATES GRIP .....- TCLL 42.0 Plates Increase 1.16 TC 0.83 Vert)ii) -0.20 12 >989 M20 1681183 TCOL 7.0 I Lumber increase 1.15 BC 0.84 Vattmj 4.39. 2-12 >884 BCU-. 0.0 Rep Stress Inc, YES W3 0.44 HorsfTU 0.10' • n/a SCOL 10.0 I Cede BOCNANS195 1st LC LL Min Wel . 240 Wai01 _114 6 TOP1 0110 2X4VYPM 18 !Ii" v SOT CHORD 2 X 4 8YP M 19 p }�pQDAllr 5-8-16 en erttar pain . 2 X 4 SPAS Stud STEPNN 13 W, epit +vDS•d or 10.0 0 an cantor bradna. WEDGE Lsft 2 X 4 SPF Ns.2.f50ht:2 X 4 SPF Na.2 REACTIONS (lbls'a& 2.179010.2.8.1-1710)0.34 ul J Max Gray 2=183111aad casa 4).8.1831 Dad ease 4 1?G,1 e `I'J. f•ORCES Db)•Feet Load Casa Only te�a,,,, TOP CHORD 1-2.24, 2-3-.3CC9,3.4--2538, 4.5--2531.548 , 25� .6.7- • :--366108.9 •4 80T CHORD 2-12=2784, 11.12.1803, 10-11-1803.8.10.2 `4 . ,.`,t\1 DF NF/y'•�••• WINS 3.12--829. 5.12-781,5.10.781.7-10-429 • �..•......-.... ROTES ,�, �. 1)Thio trsat:ins bean ohack.d for unbMsneed badtn0 condtsiasto. AESIStERES •r g;' �70,, 3)m vias era MZo dasi unlswi h ANSI/TPI 11.1ktdItt95 PAOFE$S1QkAl EHGSNEEA �+ • STEPHEN W. 3)Thi,tress has been desi0n•d with ANSIITPI 1.1Q95 criteria. , j�: CA B LERW. LOAD CASES) Standard I • . DESIGN LOADING: I. NO. 6548 T .L/ O yAL CPU) r ��• t •A. ti • • °c. e. 6‘.44.` lCEHS.• •'4ir� ttlttte 53/74 19.2•ec. •r 0'....... 1t q, 43/89 ,4'oa ......E� CO a �11 8/ONAI. O N/y s''` 4x80 er'�%bolo 'l�' •`'4F4'�' 7 7.....14 ICF NEWk. `,� ttINiliiili :��� 0, W. CGA l •-,1r MAY. i !: '( . ` STEP EN W. ;c +•010,111111°.$1. Alm V* 4.4e;- ' CV % .Slil +#.1. i m 1 *Itayff �, _ Eft: 'Z` ; I , C a NT 1:11(0\\.0...!303.1j..:7so 4850 44 i a .,h••I IiU o- AR 41,,NwaNAI. ;- % APR l! AWAMTNO.7a>%dam aaraatders an!MAD NOUS ON=N AND 7Q1CIIIIII=X WWII UM _ -.aessai i;o00 l I CAJEE'P OST 300 1 j STOCKS . P rldard fI1U.ISS 3.300 s May 261995 MiTek Industries.Inc, Mon Jun 12 10:2616 1995 t 4.40 1 8440 1 MO-0 I t5-4.p I - 22.0.0 123.4.0 I • • 1 aatlleaa.f 6'60 4.44 4.4.0 •a-8.0 1.4-0 ,,%%%% % VONN f",�� . , .iH OF b4 0 FC S • ::• _���E ISA W. • OG., SSTEPHENW.♦�%. i _ V rL •„t 4x4= : 1 CARER nr• - y .. r"t 3 CIVIL t -o; '�-,�� h = •• 0 -9 o.31997 0 . �O •. les. 12te1 ... -4,,az 3oa,z s 1x44 _ ..14‘,.. C T. `, . ' .' '9�F.'tis•.l1Cei0 0 ?\ �; .2 4 �ss`/STE ONAL ttrs•s - _I �' n abb.- e t i a 3:7= 3x4= SEE DETAIL • JUN 2 3199 114.12 t tWilt 1 20.10.4 . • v11160 I 1442 8404 9.10.4 - 1442 ' -Me Meets MY): n .o-o-ol.[s:o4a.c$434) .LOIDI140(psi) SPACING 2-0-0 CSI DEFL (in) (Inc) trdell PLATES GRIP T0L 42.0 Plates Increase 1.15 TC 0.69 Vert(LL) 0.32 6/5 812 M20(20ga) 199/146 TL 7.0 Lumber Increase 1.15 BC 0.95 V.11(1) 0.45 117 578 '.BOLL 0.0 Rep Stress Ina YES . WB 0.38 Hoa(11.) 0.06 5 n/a OWL -10.0 Code TPI Min Length/LL deb*240 Weight:85 pbs) • BRACING •r• •-.• 2 X 4 SPF No.2 TOP CHORD Sheathed or 2.8-3 on center prxin spacing. • • .a 2 X 4 SVP No.2 BOT CHORD Rigid ening dkadly applied.or 10-00.00 on- •,- • i2xs8PFStud `�`���0 ' ai NEW ,iei ,`tttirunlf.,li 'tE OF Nay, Latr2X4,Riht2X4 .‘C.,".•.•.. . A, ,‘.t, of VFR�ii c3 N W. y04' . . (Ibs/stte) 10.1111044ss1411034 c'& %.�°di•• 44P� •• w !• " Q� '°0 au •�STEPHEN W. �.E Cie.:.. I 4-4' An l� CHORD 1-2*-2161 23*-1631,3.4*-1631,4-5*-2161 /�•: CAB L R ' l�: + •- y - • OIORD 541•1964.6-7•1964,1.7*1984 y • E t( •� No. 5292 9' t �i ►• 4ft 1 2-7a-667.3-7=825,4.7*-567 • No. fi548 . : l w •"" - • Standard ,0fr. . '-'•.'••Q. E�y►�`�• • ,•2af• Rt�O,�c ,%�• moo Q68d30 t•Of •• c'••• .k . ed,_,(*Feel81E • .% Ra ,I. 4+46:x. •' •` SICAAi•E .,FB 0 • e�`�►.� ssiot+fr. I •..„. --•- '-,�, NAL ,`, �Ip..sti01. .a'A• .%�r><u/of 't .1'�.•- Gr. • • , - 4- w&DEIE g �� n .:`•.. f ,,, STFFifEN W. CA31Ei IP 111111163111111111 • MAX po w.r i •- Ems► • CANT. tri• f i, ,7 '- DEMON LOADING: - ... .fj}f, O ....... s*7,1� . TCWfOTAL(PSF)42/59 ft 24*oc, 53/74 @ 1922 oc, 63/89 @ 1s-oc. ,y/��IIIA+',�tt1 l:Et tSTER:>v • I Wit truss has been designed for a 20 psi bottom chord live bad,applied conctmently with aN dhtrl'f OFE:310l�.1I ENGINEER stammer the deer distance between the top of the bottom chord and any other member Is 42 Inches-or.greater. - p I; Thus cheek aordonne with B.O.CA.1993,Section 1606.1.2,Table 1606.1. "� �_! f# ,+5 4`a��rsrowsMs and MAD Nana 01,111115 Alai mass ams Brooms v . Lee OAt*edit SAINt Ounneetor.11Y deign Is band 8*Won paromeiets down,and I to on Pdtrtduol bidding component to be traiesy.'Apifec ay ci dad►psaiesi..s aaiaaepw Iroocpo.odion or component Y wlponbrr of budding Oesb+«•not rnm 111ff Specify MetaI- ab 21( Application Caution: Intended for use on residential and build- ing heating appliances that operate at continuous tempera- tures below 1000°. • Reduces Chimney • Lightweight Pipe Fire Hazard Eliminates the need for 2100° rating reduces expensive supports. Less potential hazards of a than 1/2 the weight of home fire caused by a packed pipe chimney fire. • Attractive • Space Age Insulation Appearance Designed for the NASA Clean, good-looking space program, provides appearance where pipe is even distribution of flue exposed. gas temperatures and • Easy Assembly enables 2" clearance to Positive twist lock (6"-12 combustibles. enables easy assembly IP No Hot Spots from start to finish. Uniform wrap of insulation • Varietyof Sizes prevents sags, settling, „ and voids in pipe. Available in 6 , 7", 8", 10 12" and 14" diameters. Vent Materials - UL6"-14" Inner Liner: Stainless Steel 0 6"-12" Outer Casing: Galvanized or Stainless Steel 14" Outer Casing: Aluminized Steel Temp/Guard 2100° Termination Chimneys are listed Components: Galvanized, Stainles by Underwriters Steel or Aluminum Laboratories and meet standard Note: For oil or coal burning appliances, only SS or Aluminum components 103 HT requirements. outside the envelope of the buildin Jur .. arerp/G ou a ® ChimneYS Ever/ ventingneeded nti n component fair propel . al orgas appliance installation. v�rood, vii, co Typical Installations: I Free Standing: CAPThrough-The-Wall Pitched Roof Appliance �,,....,,, Exterior Vent Open-Beam Ceiling Interior Vent unFnmi, CAP CAP STORM STORM STORMCOLLAR COLLAI MMUS COLLAR4. -- - �ICEILINGPLATE FLA! i z�. �� 210Q. 'C'T SLEEVE CMRMNEY ! WALL gANO FLASHING Aoki RADIATION V' TRIM 4 WALL h I TS STOVI SHIELD \ti \ FlRESTOP t (12 & row. -s-„,,,------ - -.------- „' SLEEVE ONLY) ® �-\ SINGLE WALL 4 CHIMNEY ism INIF AA ADAPTER �(t,..._.............11 1 TEE h' WALL �� OO�pp SUPPORT 1 CHIMNEY I 'E INSULATION SHIELD 111 E -----"" i _ - Masonry Chimney High Pitched or A-Fr Extension Cathedral Ceiling CEILING GP I SUPPORTTORM CHASE CHASE STOVE S PIPE - -- e°MOT°oVR e Le......,,:,...,.......„ fROOF SUPPORT FlRESTOP I M - OR PLATE ��\ 'ADD MORTAR t TO LEVEL TOP STOVE PWE i `. OF EXISTING FIREPLACE MASONRY Am- I I MECcheck COMPLIANCE REPORT I 1995 CABO Model Energy Code I Permit # MECcheck Software Version 2.07 Release 2 I I I I I Checked by/Date I I CITY: Bridgeport STATE: Connecticut HDD: 5537 CONSTRUCTION TYPE: Single Family DATE: 4-1-2001 TITLE: STERLING COMPANY INFORMATION: D'AMATO BROS. COMPLIANCE: PASSES Required UA = 342 Your Home = 298 12.9% Better Than MEC Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS: Raised Truss 912 30.0 0.0 29 WALLS: Wood Frame, 24" O.C. 1742 19.0 0.0 103 GLAZING: Windows or Doors 225 0.530 119 DOORS 18 0.280 5 DOORS 31 0.160 5 FLOORS: Over Unconditioned Space 792 19.0 0.0 37 HVAC EQUIPMENT: Furnace, 80.0 AFUE 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 requirements of the 1995 CABO Model Energy Code. Builder/Designer Date Page 1 of 2 Subj: CRS Request Confirmation: Request No. 180748 Date: 7/2/01 12:21:28 PM Eastern Daylight Time From: cipsvc@nu.com To: JJ 1289@AOL.COM Your request has been successfully created in the Customer Request System. Your Service Request Number is: 180748 Please print this message for your records. REQUEST FOR ELECTRIC SERVICE CRS Work Request#: 180748 Inspection Date: 7/2/2001 Job Location House No: 51 Lot No: Street Name: PHEASANT RUN Nearest Cross Street: Town Name: OAKDALE State: CT Zip Code: 06370 Job Description -Comments NEW ELECTRICAL SERVICE FOR NEW SINGLE FAMILY RESIDENCE, UNDERGROUND Inspection Information Passed Inspection: YES Permit No.: EL2000-146 Headers Return-Path: <clpsvc@nu.com> Received: from rly-za0l.mx.aol.com (rly-za0l.mail.aol.com [172.31.36.97]) by air-za05.mail.aol.com (v78_r3.8) with ESMTP; Mon, 02 Jul 2001 12:21:28 -0400 Received: from wfntmtsl.nu.com (wfntmtsl.nu.com [159.108.37.551) by rly-za0l.mx.aol.com (v79.20) with ESMTP id MAILRELAYINZA19-0702122111; Mon, 02 Jul 2001 12:21:11 -0400 Received: from mail pickup service by wfntmtsl.nu.com with Microsoft SMTPSVC; Mon, 2 Jul 2001 12:21:11 -0400 From: <clpsvc©nu.com> To: <JJ1289@AOL.COM> Subject: CRS Request Confirmation: Request No. 180748 Date: Mon, 2 Jul 2001 12:21:10 -0400 MIME-Version: 1.0 Content-Type: text/plain; ch a rset="iso-8859-1" Content-Transfer-Encoding: 7bit X-MimeOLE: Produced By Microsoft MimeOLE V5.00.2314.1300 Message-ID: <0007b1121160271 WFNTMTS1 @wfntmtsl.nu.com> Monday, July 02, 2001 America Online: JJ1289 N° 8-9-2-5- TOWN OF MONTVILLE PERMIT FOR PUBLIC SEWER CONNECTION DATE L/1//, ! FEE $ 3O ' r\-) PERMIT NO. )1/ TYPE NO. OF UNITS I LOCATION OWNER(S) OF RECORDS --')/9-4)174-1-1 NAME / ?� a‘.u,_.n-t Kd /i/-�-E` (7- 66 `/, L} MAILING ADDRESS TIE-IN ,w V� CONTRACTOR DATE � ) () i INSPECTED BY _ s�-- METERED METER NO. DATE FIRST READING INSTALLED SKETCH OF LOT SHOWING WELL OR WATER PIPES, BUILDING AND PROPOSED TIE-IN ROUTE TO STREET STUB. Show as-built connection complete with all measurements from a permanent structure to pipe exit from building and all cleanout locations trap and vent (if outside) , grease pit (if any) , grinder pump installation (if any) . 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