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HomeMy WebLinkAbout2000 - New SFR Town of Montville Building DepartmentNomi Phone: 848-7166 310 Norwich New London Tpke Fax: 848-7231 Building / Trades Permit Permit Number BP2000-607 Permit Date 1/16/01 Permit Type Building Permit Code R2 Job Street# 60 Job Location PHEASANT RUN Map/Lot 028/005-051 Job Description Single Family Residence Owner Contractor d'Amato Bros. Builders Watch Hill Builders Address 183 Quarry Road Address 183 Quarry Road City Milford State Ct. City Milford State Ct. Telephone 203-874-5992 Zip 06460 Telephone 203-874-5992 Zip 06460 "- Lic/Reg Number 131 Lic/Reg Type NHC Exp Date: Use Group R4 Code 1995 CABO Type Construction 5B Building Value $117,347.00 Building Fee $706.00 Plumbing Value $6,615.00 Plumbing Fee $40.00 Heating Value $4,230.00 Heating Fee $28.00 Electrical Value $7,365.00 Electrical Fee $46.00 A/C Value $3,705.00 A/C Fee $22.00 Other Value $0.00 Other Fee $0.00 Total Values $139,262.00 C/O Fee $10.00 Comments: Plan Review Fee $70.60 paid check State Ed Fee $22.28 Total Fees $944.88 1 Building Official's Signature Date I / / . / L`1 ,7/1 It is the owners respo ' ility to schedule the following required inspections(minimum 24 hours notice required): ® Footings -prior to pouring concrete ❑ Fireplace Throat ® Backfill -footing drains and waterproofing ❑ Fireplace Final O Rough Framing ❑ Chimney -one flue above thimble • Rough Electrical ® Firestopping/draftstopping B Electrical Service ® Insulation ® Rough Plumbing and leak test ❑ Pool bonding ® Gas piping-pressure test and installation ❑ Final Inspection ® Rough HVAC Wi Certificate of Occupancy-PRIOR to use or occupancy V Town-of iviontvdie Permit#37z_coo -607 dii Building Department 710 v PMU!:Mitch-'1 ew TLiondon Tpk-e. ' Tel. 848-7166 Uncasville, Ct. 06382 Fax 848-7231 Application for Building or Trades Permit Job Location 440 PHEASANT RUN Map/Block-Lot 028 / 005 / 04,-/ Job Description/Materials SINGLE FAMILY HOME Owner D'AMATO BROS. BUILDERS Mailing Address 183 QUARRY RD. City MILFORD State CT. Zip 06460 Tel.203 -877 -3276 Contractor WATCH HO I RSllii rFRS Wiling Address 183 QUARRY RD City MILFORD State CT Zip 06460 Tel. 703-874 - 5992 Type of Permit 1.21 r-� Imo) !'t• r1 i T • �•_ +- New eerie Family `; New Two Family ;U Addition 0 Commercial Industrial DIAlteration Garage 0 Carport 0 Shedila Roofing Plumb' Heating ] Electrical 0 Gas Air Conditioning mg U Retaining Wall Deck 0 Pool 0 Patio lij Porch ❑ Demolition Siding RI Windows 0 Fireplace ❑Chimney Size X 54 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 Rome Construction Concto : Have you entered into a contract with the consumer for the proposed work? ❑ Ve (INo 7 Owner/Agent Signature Date / / Contractors LicenseIRegist atiori'Typc &Number N.C.H. 00131 Exp. Date / / Construction Value Fee Building $ //7 3 N7— $ 70 6— Plumbing $ 66i 5 $ 1,0 Heating $ #zI $ z- Electrical $ 7 3 4.5-_ $ y4,.., Air Conditioning $ 37c5 $ zz Other $ $ Certificate of Occupancy $ /o ' Plan Review Fee $ ;=-' 7° 6 c' State Education Fee $ �7e-tr 22 27 Total /3x926 $ 9110.1n Town of l"ontvitle Building Department Receipt Date to / -2 / No. 00332 [,, • From: D`, M- 12-c _. t°!t... 5P .► -- Job Address: 60 -c,c Amount $ qiiy y g _ Cash Chemo Check # (o«ic one) Received by e r1._ Permit #I 6pz.000-1/6-7 „ „ Permit Fee Calculation Spreadsheet Amos RESIDENTIAL PERMIT CALCULATION (1 STORY) House Construction A (E=Economy,A=Average,C=Custom) QTY $/UNIT $/UNIT $/UNIT TOTAL Living Area 1500 SF - $ 70.75 $ - $ 106,125.00 Finished Basement SF - $ 20.20 $ 3 - Unfinished Basement 1500 SF - $ 6.95 $ 3 10,425.00 Plumbing Full Bath 2 EA - $ 3,531.00 $ $ 3,531.00 Half Bath EA - $ - $ $ - Garages Attached, 1 car EA $ - $ 8,054.00 $ $ - Attached,2 car 1 EA $ - $ 13,676.00 $ $ 13,676 C r. 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 SF - $ 56.45 $ - $ - Enclosed SF $ 111.55 $ - $ - Heating Adjustment 1500 SF - $ (2.82) $ - $ (4,230.00) Air Conditioning 1500 SF $ 2.47 $ - $ - Electrical 1500 SF $ (4.91) $ - $ (7,365.00) Plumbing 1500 SF $ (4.41) $ - $ (6,615.00) TOTAL BUILDING CONSTRUCTION COST,LESS MEP $ 117,347.00 PERMIT FEE Building $ 117,347 $ 706.00 y Plumbing $ 6,615 $ 40.00 y Heating $ 4,230 $ 28.00 y Electrical $ 7,365 $ 46.00 y Air Conditioning $ 3,705 $ 22.00 Other $ - CO Fee $ 10.00 Plan Review $ 70.60 State Ed Fee $ 139,262 $ 22.28 Total Fees $ 944.88 Based on 2000 RS Means Square Foot Costs 11/29/00 joo i r...41, truss typeY py W000 1522 OUEENPOST 300 1 STOCKS P wood structures inc. 3.300 s May 261995 MiTek industries,Inc. Mon.Km 12 10:26:26 1995 I -1- Q I t.44 I 11.0-0 t 15-44 I 22-0-0 t 2344 t ! 1.40s,NrsriJJrr,r' 08-0 4'4-0 aa.0 ab-0 1.4-0 .sse.OF .....„/ ei.'-,.- 014 OF kg: oh:.., , .?%,c#qzr••••2% •%e W C�%%► '$oa STEPHEN W. c'�o e. h•6.. f y >�: 3 U CIVIL .4 ., : .tJs.0012 9ppR a� ti, • 0 4'0. 131L`• :_-..(1-/' 1x4: 114-- .- • �'1si•ex _&, • t. \**./C.E.1 :.• �'; ,,. 2 '�S ON E `er. . i to IONAk.t NI oji1111/Ilestttt` Abb... 1a - {I I{ d, 7 9 7 d 3c7= 30= f SEE DETAIL - .. JUN 23199 }t-1.121 11-0.0 t 2010 4 1.22-0-0 I 1-1-12 9-10-4 0-10-4 1.1-12 :. Rd.Onsets ç : 11:0-0.0,0-0-0),(5:0-0-0,0-0-0) .LCIAD1H0(psi) SPACING 2-0-0 CSI DEFL (m) (!pc) Ude PLATES GRIP • TOLL 420 Plates Increase 1.15 IC 0.69 Vert(LL) 0.32 6/5 812 M20(20g1) 199/146 • 1Cpt. 7.0 Lumber Increase 1.15 BC 0.95 Vert(TL) 0.45 117 578 .BO'.L 0.0 Rep Stress!nor YES WB 0.38 Horz(TL) 0.06 5 n/a HCOt. -10.0 Code WI Min Length/LL den=240 Weight:85(lbs) BRACING - •-•, 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-6-3 on center purtin spacing. - •--. 2 X 4 SYP No.2 SOT CHORD Rigid ceiring directly applied,or 10-00-00 on- ,•...... 2 X4 SPF st • ,•ltt'Ig NEW att.e4 �,`v 'TNIrr,'I, �PtE OF Nfy,Y \ Lett 2X4,Right 2X•4- ,,��s,01(,••........•7,q ,a, ,%1 00 r• ��R 7,ij� 5 N W. �' O�.7- ):i . ):i '. • g (fie) 1=1411/0.3.8,5=141110-3-8 :oz 1• '� �P. �,� •w••l �, < < s;: . ;'STEPHEN W......(13t;:\.� `t• q .la' r _.� :�: CABLER :Ia �e-': iF ti� y • -CHOW 1-2=-2161,2.3=-1631,3.4--1631.4-5=-2161 +•, 1.- tS ;cn r -1 • • • CHORD 5 1964,6-7=1984,1-7=1984 No. 6548 L No.O. 5 2 c �'�,1 ��, 2•7a567.3-7=825,47=567 . `_ • CASE(S) Standard %) - ''". ..•\4t, ; % 90 •!9e �.\ - ,:t...., ,p Os3030 • C '....'47,3 •: • �ISZF4 �`,` Ro �ti 4�c to=� •'.`''�.l�i,rF III• ,.\%S:, � .• ��e c-8sl E�U` � Jr6SSi0NP • IEF+ k T . CA. --„s 3Eai. tis. fi`h-Vi- V' iii {t-,'r` • • •, .di. - ' - • ' C. MI I , . . l - ' X rn{ -/k...^" l •:.1. ager - -=- U •:::::.:1:-t. .M +lY 1 • - s •' , CANT. .v•'Si '- ;: ' / e ` TCU./TOTAL(PSF)42159 24"oc, 53174 19.2"oc, 63/69 16"cc. ''���/SNI I'� �1* ' - rr; c • t Coy I CISTEREG IMistrust has been designed for a 20 psi bottom chord live bad,applied concurrently with all e'r wads - ,} PROFES;;IGNt}. ENGl�lccrl whatever the dear c stance between the top of the bottom chord and any other member Is 42 Inches.or.greater. i; J . . This check conforms wIth B.O.CA.1993,Section 1606.1.2,Table 1606.1_ r. `1%.$11hdeelp►lwweter+mad READ ROTES ON TIM AND RIMS'MB WORE USX. -r,•, A' • we ate rat MIIIII connectors.Thr design I band only upon parameters shown,and I t«on txlMdual building Component to be . . • .. .• .w/fer�r..ronemiNev N wro=Nw'Winn r = .. A..,...._..............aw....•�.- Job Truss Truss Type OlY Ptt , WSTOCKR 530SCR SCISSOR TRUSS 1 1 • P/72305 re wood structures Inc. 1 3.300 e Jun 7 1995 MiTek Industries,Inc. Fri Jun 23 09:47221995 Paan 1•1.4-91_ 543 I 9.11-0 I 15.0.0 I 240.13 I 24-5.13 t 3044 !31.441 1.4.0 5.34 . 4-5.1 5-0.13 5-0.13 4.8.1 5-3-3 1.4.0 r, 45 . : W ' : STEPHEN . �z ., : . :• CABLE- .rr 3x5�3a4� 3:4L NO. 6548 �' e 34 x ' 7 * • • r ` n 1.5x4= a: `1.5x4s * F ..* . a t '° r%s44�+�ONeeA•Ill1tEte° n•moils 8x12/M2 12 10 3x3= 3x3= `� •7 4444 1; 1 2.50 12 442= 4x12 DESIGN LOADING: TCLUTOTAL(PSF)42/59 @ 24"oc, 53174 @ 19.2"oc, 63/89 @ 16"oc. This truss has been designed for a 20 psf bottom chord live load,applied concurrently with all other loads wherever the clear distance between the top of the bottom chord and any other member Is 42 inches or greater. This check conforms with B.O.C.A.1993,Section 1606.1.2,Table 1606.1. t 7.11.17 I 15.0.0 ! 22-0-4 t 30-0-0 I 7.71-12 7-0.4 7-0-4 7-11-12 Plate Oesets(X,Y): (1:0-0-12,0-0.91(5:0-0-0,0-10,19:0-0-12,0-0-91111:0-0-0,0-3-3) _ ^ LOADING(per) SPACING 2-0-0 C51 DEPL (in) (lox) !!deft PLATES GRIP TCU. 42.0 Plates Increase 1.15 TC 0,98 Vert(LL) 0.B4 11/10 427 M20(20ga) 199/146 TOOL 7.0 -Lumber Increase 1.15 BC 0.87 Vert(TL) 1.17 11/10 304 M20H(20ga) 149/109 BC LL 0.0 Rep Stress Incr. YES WE 0.94 Horz(TL) 0.70 9 n/a SCD!. 10.0 Code WI ' (Matrix) Min Length/U.deft•240 Weight:95(Lbs) x LUMBER BRACING Y'OP CHORD 2 X 4 SPF 2100F 1.8E TOP C15JRD Sheathed or 1-10.7 on center pun spacing. SOT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling direetty applied.or 10.00-00 on center bradng, WEBS 2 X 4 SPF Stud'Exoept- 11-52X4SYPNo.2 ss %II$ilssj4j, • ••' F COIy,' • Ott OF REACT1CNS (lbs./size) 1.188300-3.8,9-188310.3-8 ,444sG�••e1.4 js��`lr�i� �y1�P` ��S,� , Max Horz ,■62(oad ease 3) - �V..•tir� w. •,.,•lam-.' t STEPHEN W. O�- . FORCES z k.irkV y '9ri co•;0 t• o CABLE- %. TOP CHORD 1.2;-6878,2-30-6281,3-4•-6147,4.5•-4498,5.6--4498.6.7=-6147,7.8x•6281,8.9•-687* :" §.L'l,ry* : ••- v CIVIL -, ) SOT CHORD 9-10.8355,10-11.5530.11.12-5530,1.12.6355 .�; 4,1 t' y. 9 N0.31427 "' WEBS 2-12--489,412.541,4-11x-1380,5-11-2951,6.11=-1380,6.10=541,8-10■-489 p • �.s 4 , NOTES '•;0.c% * t 3IO't •;.i'�kJ �'4% C/ST Eat 4441 - 1)This miss has been checked for unbalanced loading conditions about joint 5. If,�_f%.:ir 'ENSED•••4 •ss/f f A` V�� :: LOAD CASE(S) Standard • ,,••.,,ONAL'E.,,se S.r• ..1: i:';•ye'._ .;'. ' "iiirftlip..1/4t.•, ....,, �j�' OF IIA ôi5 � 0. 73 =*; GAOLER 1.* '•, .•' t. �1o,�,.itIs . .� r 'L ' ►0, 05044,- REGISTERED %':. ��Fr1�� Qs d`p 0�8p30 �.��'N- 4',yei�''• • . � �•� "FflQFESStOiVAL Fittiil�£FA ` SSIO.44 t� l, _ , n WARMMN°-V..fy d..tospanru.item and READ NOTES ON THIS AND RE1NR NM DEDORE US1C. • O.ssbri wets r0-uw onry WQVMMt oonneGon,1h4 tleripn Y based wtN upon pommels.ilseiw ls'ond Y too an tetdMdtrat buklIotkoottepopoM b b. • Y+a1N.A er+A i•vyLA wdM�ni/ lerflnnffifly N eVM.............._...._._.___.�._.,.._..__- ____.___.. ._-___r.�.._.. _ _ _ Guava ... ® Chimneys Every venting component needed for proper • gas a liance installation. wood, oil, coal or pp aical lnstallatiOflSTye : 1 Free StandingPiRoof CAP Through-The-Wall Open-BeamtchedCeiling Appliance Exterior Vent n�.����m+� Pitched CAD_ interior Vent —. -- �. CAPS STORM STORM � `` ' AOOF I COLLAR EO . ROOF COLLAR k4 PrtcH£L�` • gUPPO r...... ` --6�{ CEILING FLAB i IIFLASHING PLATE s '' _ `` \ ' `. .:` { TRIM SLEEVE z�ar N CHIMNEY WALL BAND FLASHINGA PTS RADIATION WALL STOVF ' SHIELD F1R£STOP ..�. ..�` TRIM (�2" & 4" <;,,,-,.-`._� SLEEVE `��--` SINGLE WALL CHIMNEY 1 ONLY) ADAPTER I TEE 0 h' WALL SUPPORT 2100° ICHIMNEY INSULATION /r II �/SHIELD IHigh Pitched or A-Fr Masonry Chimney Cathedral Ceiling i Extension CEILING CJ1P cc \ SAP SUPPORT DD"�R I STOVE ria. BUILD CHASE e BUILT OVER P{PE j•. ea- 2100'' '1,,,• ROOF i i SUPPORT VIRESTOP ..ANCHOR PLATE ;g ADD MORTAR \ TO LEVEL TOP STOVE PIPE f '7 OFIREPLAF EXISTCEING 11111111111111111111011.11111111.1 '''''t" _ EXISTING MASONRY i speCifY Metcul-Pab 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 if. even distribution of flue exposed. gas temperatures and • Easy Assembly enables 2" clearance to Positive twist lock (6"-12 combustibles. enables easy assembly • No Hot Spots from start to finish. Uniform wrap of insulation • Variety of Sizes prevents sags, settling, Available in 6", 7", 8", 10 and voids in pipe. 12" and 14" diameters. Vent Materials - 6"-14" Inner Liner: Stainless Steel 6"-12" Outer Casing: Galvanized or R Stainless Steel 14" Outer Casing: Aluminized Steel Temp/Guard 2100° Termination Chimneys are listed Components: Galvanizedor , Aluminum s ' by Underwriters Laboratories and Note: For oil or coal burning appliances, meet standard only SS or Aluminum components 103 HT requirements. outside the envelope of the buildin j I MECcheck COMPLIANCE REPORT I I 1995 CABO Model Energy Code i Permit # MECcheck Software Version 2.07 Release 2 I I ► Checked by/Date I CITY: Bridgeport STATE: Connecticut HDD: 5537 CONSTRUCTION TYPE: Single Family DATE: 11-19-2000 TITLE: RANCH PROJECT INFORMATION: MONTVILLE COMPANY INFORMATION: D'AMATO BROS. BUILDERS COMPLIANCE: PASSES Required UA = 315 Your Home = 257 18.4% Better Than MEC Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS: Raised Truss 1500 30.0 0.0 48 WALLS: Wood Frame, 24" O.C. 1280 19.0 0.0 76 GLAZING: Windows or Doors 105 0.530 56 DOORS 38 0.160 6 FLOORS: Over Unconditioned Space 1500 19.0 0.0 71 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 0 5; - - ....^3.asw pr., `^'..''�, _ 'K'""!t..a,. q ty " c a € �:u°�` li 4* ax?. - s:. tt 111 W:WEBB: COMPANY.A„,--,.i.,,N,t-h-,:is-c:„..,....,Y-,,,--.,-_-, — :42. .t"y e , ,,,,,.1,,, ,,:,,,......,.,ii . 1,---,-2.!--;:41..,.:.,----' 1.1.4,...:'44.(A. -'77W4t..-- :'-- . r'''.-:,.. 7.: • • pay.,ya,•.S '� - i of .04 '' :r _s '.-4,-*--.'- ! 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NET .ALL -GLASS E a i' CE1L E F VDLi�4 1_i il.A 1 3 , X74 174 374 3146 '� 6 3i • 15 1 12-4 { 1 ice# 6 81 ve 30 240 _ '` r c L6 1142 199 1359; 1393 131721 . • $Ctt °1A L'tfl7A ast,ii :WALL, LOPV--, .,.. .•,::,:::::: .: - '3S CEILING:: i I D FLOOR i ILTRATID i 7 TR 1 i x 2;4.:.„6,13:22..7°.,:i.000.,... 18,20.-0w; . W a 1.8.0e,. :34 €a 72'.9 3 1365,i�:. 10922.Bit' 982.8 "lilt. 8.32 49 -,. 11 4 14.14.� -7'1365:e0 14 6.7r ,1310.40 1347.76 8943. 1 • -, 42ti&.-` i5 11 •- •,...,1. li iB.i�Q► f�75.2Q 5tlf : --,414evimoormm.w7:4.7 ,sr: ',5:'.1 '''''''''''''-'4('''. 'I°:4ii. I 4 47144.SO , LiiiiinAl.. ,tE:W W BB COPANY rin l}.. A .w 11 IN 8''i i.l.!!_�� e`7 : .. • B1 U\ ' L� y� s fiL t ;e IL I M� � � ,i N I t o'5 Ti.,-.11," 70 0.09 2,00 0. 10 0.10 0.09 0. 10 - ),:e5-vii. k . : s Kt k 4`''}. t. 10 fin %0` ,s ; i�. " - 0. 12 '- ',09 - ':. VVx " • .-& . ic4 �1• `R ♦ ` .;. 2 . a0 , 0. I ,v �. 1 .GIsC� Sh 1 rr, s � .k`• 2 ry .:-: i• iam- �{, • ir c s r. s : Ari` a aye.- +. .:R�.. . v �J( .. I _ _ _r - _ --- J - -I ( , , - 0111I I""1 - I EDL- f- iliPill 1 _ E:, wo � O = rm _ _ E3EDED = E. -------------------- I I I I-- FRONT ELEVATION . ____- asci,-E:3116°•1'-0° TOWN OfOf MONTY1� /vPROVED' UNS FOR CONSTRUCTION FlEmD foo FILEcm am /zit 7fro Se ZONING PERMIT 60 aeazimt- APPLICANT'S RESPONSIBILITY TO FURNISH THE FOLLOWING INFORMATION: PROPERTY LOCATION CO PHEASANT RUN Iwaao28 LOT 005- ©s PRoPERTY OWNER D'AMATO BROS BUD DFRS CONTRACTOR WATCH HILL B 11(1 D F RS CONTRACTOR LICENSE it NI-Lc 00131 CONTACT ADDRESS : • ! i ► _ aro _ I ! TELEPHONE 203-877-3276 ZONE LOT AREA/Il,S148_STRUCTURE AREA 1600 S.F HEIGHT 27 NATURE OF REQUEST/PROPOSED USE SINGLE FAMILY HOME A NIsiUM,o.rooms TWO COMB Or PLANS DRAWN 1O A SCALA or At melt r 40'SIOMOI10.0011108000 Or MI LOT,AQ SIME, Aria, AND LOCATION Or MOSTNS, lrOP3$_ $IONCP*L Al ACC$SSOSV S1riCTsrit, SA NITA.t PANNS1PS Al WAIN. $_PIN, *Aa[RIR PACR.TTlf. ASO AOMACDIV numb OISTANc4 or ..POSSE 311111Ol.—s rror ~WV LMS AMP WETLAND& A ILAN P!Ar 0?A coromasorr 100801010 LAND 01110100a SAV S TN P0020 if. Yen Sn iu.NOT w A . __ -MIL Am AC HIM CSICitlTCATA OV VONPIL0010 0 NMs WV UM ceam.0100 OR SO me e1N1ND Aarre't. Office use oily YES NIA SKETCH PLAN OR GRADING PLAN HEALTH DISTRICT APPROVAL 0 0 2 STATE HIGHWAY PERMIT 0 0 . LANDS PERMIT AS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY 0 0 HAS BOND BEEN FILED FEE W CASH/CHECK s ❑ ZON!"1G PERMIT NUMBER 90 -D7 LOR ❑N!A EXPIRATION DATE t 11x 1\u 1 THE APPLICANT IS RESPONSIBLE FOR AND AO $TOe 1. ADHERE TO ALL THE APPLICABLE REOUITS OF THE ZONING REGULATIONS. 2. FURNISH ALL NECESSARY INFORMATION AND DOCUMENTATION TO PROCESS APPLICATION. 3. NOTIFY THE COMMISSION 11.1-1A ED AGENT OF ANY ALTERATION IN THE PLANS. 4. CALL FOR F(NAL I ' * ( * REQUEST CERTIFICATE OF COMPLIANCE BEFORE ISSUANCE OF C. O. APPUC.ANTQ NATURE E f ) r• DATE 1127OW° 7t.,(-464 tD't�jDA'fE C `- �/OCOMMISSION AGENT CERTIFICATE OF COMPLIANCE THIS SIGNED PERMIT AUTHORIZES THE APPLICANT TO PROCEED TO THE BUILDING DEPARTMENT FOR ANY REQUIRED PERMITS THE SIGNED CERTIFICATE OF COMPLIANCE IS NEEDED PRIOR TO A CERTIFICATE OF OCCUPANCY BEING I$SU.EID BY THE BUILDING INSPECTOR CONTACT THE ZONING OFFICER (848-8549) AT LEAST 24 HOURS BEFORE CONSTRUCTION BEGINS AND UPON COMPLETION OF PROJECT TO ALLOW ZONING OFFICER TO INSPECT LOCATION. REV. 6/29/99 N° 8173 TOWN OF MONTVILLE PERMIT FOR PUBLIC SEWER CONNECTION DATE 1 c)-- / .d.--- 6° FEE $ 30. t/\ _ PERMIT NO. // 6 L7' TYPE 5 NO. OF UNITS I L-OCATION CO P/ -ec -)G /t guy( 4! 57 OWNER(S) OF RECORDS ) -/L71) 6k1)S NAME /g. au --f / ' 7 /4, 06y46 /MAILING ADDRESS TIE-IN , CONTRACTOR DATE j b C Z ( L- )INSPECTED BY % k - WPCA AGENT 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 locations1trap and vent (if outside) , grease pit (if any) , grinder pump installation (if any) . (Use back of white sheet if necessary. ) iA ' // / --; Rt f.\, . b.,k c flii4-# 51 7, I 4 WPCA COPY INSPECTOR COPY OWNER COPY (white) (yellow) (pink ) k ZONING PERMIT a:--IA_T1 E APPLICANTS RESP IBILITY TO FURNISH THE FOLLOWING INFORMATION: PROPERTY LOCATION 4O PHEASANT RUN mAP028 1.07-005- os-( PROPERTY OWNER D'AMATO BROS. 13 111 MFRS CONTRACTOR WATCH NUI HUH D F R S CONTRACTOR LICENSE# N_H C 00131 CONTACT ADDRESS 183 QUARRY RD. MILFORD CT. 06460 TELEPHONE 203-877-3276 ZONE LOT A REAP/gi S.6.r`; . `CTI.RE AREA 1600 S.F HEIGHT 22' NATURE OF REQUEST/PROPOSED USE SINGLE FAMILY HOME A i1 MS&OU PM/VIM IWO COQ OP PLS OP*Mi TO A KALE OP AT min r a K`' IKKINI Gi IMMEIMUOM OP DM Lin,THE 3M AMA, AIM LOCATION Or OWING, PEOPOSUIL /MICw*L AND ACQiios, MIIIICIUMIS, pNIVwAVS, SAMTAR, roams: AND •ATM $OPptV, PAIDUMG PACILIMUI. AND AMOUR ill OIsTANCli or POMPOM UTilCTMli nom POOPIN IY IMI ANO WR*LAIIO$. A PLAN Pflaralifis ow A commencoo NOCIMIIIIMO LANG MIEVOIPOD MAT ill IMOIIIIIIIII. TIM PUOVOTED OM A/OY!MALL NOT NO£OUIIMOTTID wR AN ACTUAL CIIIMPICASO OP COOMILMIC2 II Yid IN TIM COIw'{fOII OW ITS APPOINTID ADMITS. Office use owily YES N/A SKETCH PLAN OR GRADING PLAN ❑ 0 HEALTH DISTRICT APPROVAL 0 0 X--C.ue IQ- STATE 2STATE HIGHWAY PERMIT ❑ . LANDS PERMIT 0 0 AS A VARIANCE EVER UEN GRANTED FOR THIS PROPERTY 0 ❑ HAS BOND BEEN FLED (0 0 FEE n '�"`CASH/CHECK# 0 ZON!NC PERIMI-NUMBER C9O -07 a OR ❑N!A EXPIRATION DATE THE APPLICANT/S RESPONSIBLE FOR AND AGREES T6: 1. ADHERE TO ALL THE APPLICABLE REQUIREMENTS OF THE ZONING REGULATIONS. 2. FURNISH ALL NECESSARY INFORMATION AND DOCUMENTATION TO PROCESS APPLJCATION_ 3. NOTIFY THE CO' MISSION O 7 A-.-fit'QED AGENT OF ANY ALTEP.AFlON IN THE PLANS_ a. CALL FOR FINAL, I P « •PI i REQUEST CERTIFICATE OF COMPLIANCE BEFORE ISSUANCE OF C. O. APPLICANT'S NATURE DA 1E f/ -_ -- ..5�I 7/4la z1 DATE 02Ace26 DATE COMMISSION AGENT CERTIFICATE OF COMPUANCE THIS IIS SIGNED PERMIT AUTHORIZES THE APPLICANT TO PROCEED TO THE BUILDING DEPARTMENT FOR ANY REQUIRED PERMITS THE SIGNED CEJ2 I� FICATT OF COMPUANCE IS NEEDED PRIOR TO AAERTWFICATE OF OCCUPANCYIP4G- ISSUED Y THE ! LOIN INSPECTOR CONTACT THE ZONING OFFICER ( M9) AT LEAST 24 HOURS BEFORE CONSTRUCTION BEGINS AND UPON COMPLETION OF PROJECT TO ALLOW ZONING OFFICER TO INSPECT LOCATION. kEV 6/25/99 Town of Montville Building Department 310 Norwich- New London Tpke. Uncasville, CT 06382 TeL 860-848-7166 Fax. 860-848-7231 /L5O v'G/'/f3R- Z `�/ Zood P1A1-i v/LL7i j /g3 ( N.A Iz-tzY 2D M/LI=orzn C-1- v RE: 6c PH-Asp 1-Y1- /al)h= 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): a C ) ZX/a AlpC O�'Gjz5ps�h'NFS� • rpu 4941 ^ N o 7_<-2/0)N(z, f�t1z ►T We will keep all documents received to date on file and renew your application when you have furnished all the required data. Joseph J. Summers Asst. Building Official II I I iktIf1 #' I I II 1 I g? WWIU I I g \ \ \ \ I1 # # # # Ird11 i�!k 2 f \ f\ f\ \ " ti 8 # # # 1'; 1 1 Z 1 Ei�\ .\ Ik \ t \ t\. 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