Loading...
HomeMy WebLinkAboutSFR 1999 Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Tpke. Uncasville, Ct. 06382 Tel . 860-848-7166 Fax 860-848-7231 Owner: D'Amato Bros. Mailing Address: P.O.Box 3063 City: Milford State: Ct. Zip Code: 06460 Tel : 203-877-3276 Job Location: / Pheasadt Run Map/Block/Lot: 028/005-062 Contractor: self Mailing Address: same City: same State: same Zip Code: same Tel : same AAAAAAAAkAAA*AAAAkAAAAAAAAAAAAA*AA***A*A*AAAAAAAkAAAAA**AAAAAA**AAAAAAAA*AAAAA Stick Built: x Modular: Manufactured Home: Commercial/Industrial : Addition: Garage: x Car Port: Shed: Remodeling: Roofing: Siding: Fireplace: x Chimney: Windows: Pool : Demolition: Plumbing: Heating: Electrical : Air Conditioning: Gas: Patio: Porch: Deck: x Retaining Wall : New: x Repair/Replacement: Job Description/Materials Used: wood frame ranch Size: 30' x 50' Type of Heat: oil -warm air Fireplace: metal No. of Stories: 1 No. Rooms: 5 Breezeway: n/a No. Baths: 2 Garage: 22' x 22' Use: residential AAAAAAA*AAAAAAAAA**AA**Ak*A******k*kAk*AA******kAAAAA**A***kkA*k*AA****A**Ak* Permit #: B99-10 CONSTRUCTION VALUES FEES Date: 8/19/99 Building: 107,980.00 Fee: 646.00 Code: 01 Plumbing: 5,000.00 Fee: 28.00 Heating: 5,000.00 Fee: 28.00 Electric: 4,000.00 Fee: 22.00 Mechanical : Fee: C.O. : Fee: 10.00 Plan Review: Fee: 64.60 State Education: Fee: 19.52 Total : , Fee: 818.12 cash/check: T .:: 4 k CAL dii/0 J'-7sc/iz Building Ott ials Signature / Date Required Inspections: footings prior to pouring concrete footing drains damp proofing prior to backfill framing electrical service rough electrical rough plumbing-leak tests required heating system fireplace-throat inspection and final chimney-above thimble and final gas line test pool bonding Final Inspection for Certificate of Occupancy Town of Montville • Building Department 310 10Norwich-New orwich-NewLondon ondonTpke .. , Uncassvii le, Ct . 06382 6382Tel . el .. 848-7166 yyA*3LTyJty**c******L* yAyT**JA* ly* yI *Ily4lyR** l1Jyy0y*** y**yAAAl**T8**lyyy yyy f APPLICATION FOR BUILDING PERMIT OR TRADES PERMIT, Please fill out completely i Owner: 1)4047.47‘ /3,2) /5,i,/det Mailing Address : /113 Quarra P'N ` City: Pl,I',44 State: ti Zip Code 06160 Tel : ad3 -8032_7 Job Location: /1 lokfp rr' ,4,,1 Lc- ' L Map/Block/Lot : O2_ —DOS-' Ot_/ . 17/ Contractor : L) 3i /, o AVS. /C-�//v/1041 Mailing Address : /b3 a./.94r-7r�.1 City : i //4-1 _ State: 64. Zip Code: O6 ?60 Tel : Z0> . V7- .1a74 ****************************************************************************** Stick Built : X Modular Home: Manufactured Home: Commercial : Addition: Garage: X Car Port : Shed: Remodeling : Roofing: x Siding: / ` Fireplace: K Chimney: Windows : Pool : Demolition: Plumbing: /C Heating : It Electrical : X Air Conditioning : Gas : Patio: _ Porch: Deck : Retaining Wall : New: Repair/Replacement : Job Discription/Materials used: S1r /( h. /y 0v�-,4 Size: 5?? X 30 Type of Heat : 01/ 1-14-,k 4,4 Fireplace: fki44r No. of Stories : / No . Rooms : Breezeway : No. Baths : 2 % Garage: L e x L 2 Use: x,"-,/ 4-•-., 4 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 t . t am authorized to make application for a permit for such work as describ- • .bo e. Owner/Agent Signature L-V Date 7" et"- If t `If signed by Contractor/ type of license/registration & No: ****************************************************************************** Building Department Use Only Construction Value co Fee co Building /129 ?-- y�o Plumbing 5ODO Heating ,5a Oct , ' Electrical 54000 Air Cond. Other /9 Certificate of Occupancy Plan Review 5/6-3- Total 4 a ti,01 Cash/Check oD AW/94 '/s vo Go 94 coo 9 l '/MMt; 6iY/,4 c L" .Jy @ go 6=' S'4) ,P7-.4 1)/7. roc)o Qq. 00 /X%2 lore cic /�D i_s-- " /roo — Ar /¢G � ,0e/ICo " 0/foo c'-f-- /c2 9e0 9-c--) / /u ri, /.0G — ,5---cx�o - 02 4- /4-47/x/6 - 3--oov - 02, o d� g4e-c7rfc4L - `fooc� -- taA. 0 Af/C. — Gy6a - G y = --- /v . emp/Guard® Chimneys -i-ik- - Every venting component needed for proper wood, oil , coal or gas appliance installation. Typical lnstallations : I Free Standing CAP Through-The-Wall Pitched Roof I Appliance MUM,-� Exterior Vent Open-Beam Ceiling interior Vent �8 STORM CAP CAP�� COLLAR 1 , ,,,i j STORM STORM 1 1 ADJUSTABLE COLLAR ���\ PITCHED 4.\ • SUPPORT CEILING—► FLASHING PLATEFLASHING I 2100' jTRIM SLEEVE FLASHING CHIMNEY ) WALL BAND ` V- / SINGLE WALL RADIATION ?� 1 ADAPTER SHIELD WALL FIRESTOP STOVE PIPE (12" O( 411 TRIM 1I -,: SLEEVE ONLY) i SINGLE WALL CHIMNEY le ADAPTERli TEE r. '' WALL 2100° SUPPORT I CHIMNEY I II I. INSULATION SHIELD Masonry Chimney High Pitched or A-Frame Extension Cathedral Ceiling CEILING CAP SUPPORT CHASE •: CAP STORM COVER STOVE COLLAR WOOD CHASE I STORM COLLAR PIPE OVER 4 ?•, . 2100'CHIMNEY I ASKING ,,`:,.. 1 ROOF •1 SUPPORT FIRESTOP I i ANCHOR PLATE ` • .•`,� ADD MORTAR TO LEVEL TOP \\-,,��- OF EXISTING STOVE PIPE '1„... FIREPLACE EXISTING MASONRY 6 L.. 3 L Specify MetcuI- ab 2100 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 twist lock 6"-12" combustibles. Positive ( ) enables easy assembly 0 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 - U6"-14" Inner Liner: Stainless Steel ` 6"-12" Outer Casing: Galvanized or Stainless Steel 14" Outer Casing: Aluminized Steel Temp/Guard® 2100° Termination Chimneys are listed Components: Galvanized, Stainless by Underwriters Steel or Aluminum Laboratories and meet standard Note: For oil or coal burning appliances, use only SS or Aluminum components 103 HT requirements. outside the envelope of the building. ©199 2 Job Truss Truss Type Oty Ply ; n • '_' WSTOCKR 530SCR SCISSOR TRUSS 1 1 • P77211155 raw wood structures inc. 3.300 e Jun 7 1995 MYTek Industries,Inc. Fn Jun 23 09.47 1 - - • 1 .1.4-0 5.33 9.11.3 15.0.0 0-• 13 44.13 1.4-0 53.3 4-8-1 5.0.13 5.0.13 4.8.1 533 1.4.0 • x,.•010 NE*, .- 4•45= T W : STEPHEN W.'•- a I CABER : n9•+ . 3°4451401111111111111 x4, 3z8k3x5c i No. 65$8 ; `1 ozi 3x5, 4 I 5.00 12 3 . 7 l • i �. ,. f r: 1.5x4= �• iii \Shibi:5,•34 •i Q1••• �CtQ•• ..' ,,b 111 - •e L... �Ng •• >�S .S`�,,28x12/M20H= .�rj•••n/ANAL E�;Vts• • �o J._• .... 1/Ito i 12 10 3x3= 3x3 a li 1 2.50 12 0 i r,. 6,-- - 4x12= 4x12 - .4 ,. DESIGN LOADING: TCLLITOTAL(PSF)42/59 @ 24"oc, 63/74 @ 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. 1 I 7-11-12 I 15-0.0 I 22-0-4 I 30.0.0 1 ti 7.11-12 7.0-4 7-0-4 7-11-12 Plate Offsets(X,Y): (1:0-0.12,0.0.9),(5:0.0-0,0-1-8),(9:0-0.12,0-0.91,111.0-0.0,0.3.31 LOADING(psi) SPACING 2-0-0 CSI DEFL (In) (roc) Udell PLATES GRIP TCLL 42.0 Plates Increase 1.15 TC 0.98 Vert(LL) 0.84 11/10 427 M20(20ga) 199/146 TCOL 7.0 .Lumber Increase 1.15 BC 0.87 Vert(TL) 1.17 11/10 304 M2OH(20ga) 149/109 •` BCLL 0.0 Rep Stress Inc! YES . WB 0.94 Horz(TL) 0.70 9 Na BCOL 10.0 Code TPI r (Matrix) Min Length/LL dell■240 Weight:95(lbs) t: LUMBER BRACING "'i• .;Q .r a1. TOP CHORD 2 X 4 SPF 21COF 1.8E TOP CHORD Sheathed or 1-10-7 on center puen spacing. BOT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied,or 10.00.00 on center bracing. # 2 X 4 SPF Stud'Except' III- WEBS ; 11.52 X4SYPNo.2 .: r• -, REACTIONS (lbshJze) 1=188310-3 8,9=1883/0-3-8 .•`,,`OF C+Orll/�/,'',_ �P�1H OF Ai f Max Horz 1=-62(bad case 3) �� Nr • 's"•• `0 4• s • }�+' ,-...Ail W•~''•• lam'': 4 STEPHEN W. ?I • ' FORCES ~ i Q�� " C�/ " CAGIER C TOP CHORD 1.2=-6876,2-3=-6281,3-4=-6147,4-5=-4498,5.6=-4498,6-7=-6147,7.8=•6281,8-9=-687t �. • 1~ ~ T•.. : rte.' rn BOT CHORD 9-10=6355,10-11=5530,11.12=5530,1-12=6355 ;� r�'� ��/l y. )4rIL y • WEBS 2-12=-489,4-12=541,4-11=-1380,5-11=2951,6.11=-1380,6.10=541,8-10=-489 titi�^ .f✓� .o .p Ni.31927 NOTES :1`.,::3C3.4:\ I!o 1310? ' t4 �.(�VQ/ST S ��. 4. . N 4 ; F T ' ......71-41,.....,4 • 1)This truss has been checked for unbalanced loading conditions about joint 5. 'i F�.••�/r,EHSO 4•6%4 �% ,sS�• \�' -i ••••.•.•'• `� IVNAI: j,.. LOAD CASES) Standard e•‘4,`S'/0NA�„ E/ ". a,4, r ,s{ ,.. V. f s/INllrglifl ' • ` .'• ,� • •t •, . 001011/704i, ti • +z4`� ‘S"' •'`iI. '• c.', ,� �� OF NFK, \ Q F eI LTJ 1-,. •� lam,• Qa vsl Cy Com./ }, 4( :co No. 5292 �' *F. ,�`` 1'' s No, 4597 I '"` �, iiito & �� • : STERNEN W. , %. •M a;- 1,�. • r I �11pl ,, 73 to ��9pc,.FG/SZE� �IS':li �` - �`" �� 4850 f.., �+ .R t r . �I, •''Il^ ^ �: illl8s/� `?t�;' ��\OG3p30 S• CI 070 , a. yy.r tp' ` 4 .r 4.3 �,....i's. •° x,tt' y *" , • . lllltlll k. ?O �� Fi �e:.' , ��� Vi �. + ' FkS�IONPV { �-c•, 4:': .., x.. ..: r:r.•r•• .. ::c ;i".....;?......''':'-.7'7e.-1,7•17,77^... .. . . ... .... .w isiegiOtt A. a 4..� '.4� •••'t.., _. _ • WARNING-Ver(fb tttsdyn parasnetsn and READ NOTES ON THIS AND REVERSE ma BJ ORl6t E; y :'• •i. .yl; ;Qr DesNjn void for use orssy wlh'Wfek connectors.This design is based only upon paarnslefs` a , ! ' :i rsIoNd and boded vedlooly. APpICab01Y Of dedgn parameters anddrawnpofl nt I-mipsmt tay of bur:sing fedgne►•p b be T�3,•rt'... proper Incorporation Of Oompon►nl�k lt•IpOfNb4y dl 1wldfrs0'd•dgtser•not buss •' designer.Wooing shown Is for lateral supped of IndNkfuol web members only.Additional temporary bro*,g loam,*daffy during construction I the • '1::• T responsWty of theerector.AddIIOnol permanent boding or the overall structure is the f•spons iIy of IM bulq ded dYpn•t.For promisor outdone• rb !spading fobotbn,quay control storage.detNety,election and b 1 ocina.consun 011. Quality Standard.OSS-89 Pacing Sp•ctttoafon.and 1119.91 Nnwind <1�{ts. • Harding Installing and Iraelna S•comm•ndatlonovalabl•four Truss Plote.Nftnuts 'O ,683 DnoSb Drtw,Madison.W163719. ,MC. -'-• r Truss Truss Type y Ply -- W000, 322 QUEENPOST 300 1 STOCKS V-I strudures 00432 scat 3.300 s May 26 1995 MiTek Industries,Inc, Mon Jun 12 10:26:26 1995 page 1 (. I -1.44 I 88.0 t 11.0.0 15.4.0 22.0.0 I 0 I 14-0 6-6-0 4.4.0 I ,,s,,,,,,,s j,,,, 4.4•D e.e.Q • 1-4-0 OF II ., o•tc,�•*N W �•,li ' � r qss� !:44:., _r�Q:a�fl'e','":*1 4`.PC4 'eG'= .0 STEPHEN W._ tn:.�' �,; _ 4x4= CASLER z:- 7 : _ _ • CIVIL z13' '`- c��/3.00,2 �e .0 9No.3;32' t C";•. tis. i31e1 ..'... _4(./ ,xd` 90 F o, e •• en (�%. 1/CE��Si.. ; 2 1x4. • ,��, f'ISTEQ' a,L�c. _ ^I �� - ate., Ii 7 6 .` a 3x7= 3x4= 5EE DETA,L. JUN 231995 11.1-12 I 11-40 I 20.10-4 122-0-0 I 1-1-12 9-10-4 9.144 1.1.12 Plots Mete((Y): (1:0.0-0.0-0-0),[5:0.0-0.0-0.0) • •LAARIO D (psf) SPACING 2-0-0 CSI DEFL (in) (1ac) Vdefl PLATES GRIP e, I TOLL 42.0 Plates Increase 1.15 TC 0.69 Vert(LL) 0.32 6/5 812 M20(20ga) 199/146 TCDL 7.0 Lumber Increase 1.15 BC 0.95 Vert(IL) 0.45 117 578 .SCLL 0.0 Rep Stress Inc( YES WB 0.38 Horz(TL) 0.06 5 n/a Wu. '10.0 Code WI Mln Length/LL dell=240 Weight:85(lbs) • ._/_. - BRACING A• •-"• 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-6.3 on center purlin spacing. • •'•• 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directy applied,or 10-00-00 on 2 X 4 SPF Stud 4s•ltrT,.....� •' �` NE�' ''. tT5111/4.fft OF N /:.r Left2X4.Right2X4 ,���` �F=.••.r ,�4 , t" T /�'J,I ct'. f yG ,. .,y �` �, vF ' . N W. s (ro:/:Ize) 1.1411ro-0�,5=1411/0-3-8 c/.....\"..•. .•..0.0 ': ```�P. ••' W. �yl`!•� �Q�,. Cq© �- •*.. •STEPHEN W. ••• • . .`•N ,. Cclk CHORD 1-2■-2161,2 3=-1631,3-4=-1631,4-5=-2161 : C A B L E R �� ti�� 9�! . ti- f . • b61 z I • a�aD s9.-1sa•a,6-7=1984,1-7=1984 Z. tc ;"' NO. 5292 �': P �• 2-7.-567,3.7.825,4.7=-567 N 0. 6 548 t V?, \ �=-�� w to pF • . S S) Standard `r '`� ••%.4.••• • �••.9 O ;ice. t4.;,..%...,>;,,,,......S.6_3 0,0 �c,� ;r ` .gip/` c�CI�S1ER�c.- •,$'• ,� '1• 4-ti co ' Sic,h 4i. �*.. ,ie�� �5\��.• OpESS10NPN' N„ NAL IA00 { :;.rTfr1:j misfits A f�z ,4. WEDGE ..;..:;:.::.•7'."-.9 =; :.i' f Y?�,J,F'�� 1......____________. �. STEPHEN Cr �� W. 3LE1 Elm I HA ' ` 1 CA HT. -" :c; `r; ' ) iia• ►`�;`� r� V' TCLLlTOTAL(PSF)42/58®24"oc, 63174 19,2"oc, 63/89 16"oc. ����/�N�+�t�� N ►''E( 1STE4EC Ji ii It This truss has been designed for a 20 psf bottom chord live load,applied concurrently with all otl'ier roads ') EPQi`ESS ICNA! ENGIIEER 1f wherever the deer distance between the top of the bottom chord and any other member Is 42 Inches.or.greater. This chick conforms with B.O.CA.1993,Section 1606.1.2,Table 1606.1. tr 1_r a i . _'`' .J I .„ fOsM1 sus and READ NOTES ON TINA AND REVERSE SIDE BEFORE LIES. •. •,,,� w -,mi W connectors.This deign Is based only upon parameters shown.and Is for an hdMdual buldhg component to be asraas•. PObabify of design Parometen and proper Incorporation of component is responabity of building designer•not truss ' A� rt of hdMduated l web members only.Additional mporory bracing to insure abety during construction is the - tCI Ise permanent brockg of the overallstructure is the responsibility of the building designer.For general Wldonce neo,dis ceIab ballon,away control.storage,delivery,erection and bracing.consult OPT-aa Quality Standard,051.89 lraelng Spiel/Scotian.and H11.91 MITA Industries,Inc. Handling Indallina and Iroclrg lecomm•ndation available from Truss Plate institute.683 D'Onofrio Drive.Madison.WI 53710. ;It 4'..t' '' ,k1k. ,.r. ° • '' � �0 NY; .' r_ � 1J t fr d , 'I • Afit t. f ` too . _ P111-:W RANCH ,ai1i.: s_fiia-1.1 „tt°t .l4N1 ;Ll.70,i . A; ULc_3�:LEtt. : 1 CLINT 1.1 F '.' I1.I RST CLASS , tiREAAREP AY .,:-1ld �. REM ' . t. ?gum .#.4. ROI1M NOME FACTOR ROOM S111r. ,: ` 'C1SS FT c ' �a � �I,,EBOAFdD � • 1' Bl►ING ROOM 2.00 1 1 X 22X 17 129 :"96 21.6 :{ +'jINNTMC-'KIIC ,,; 13.00 11 k ^r 1 „1411 ' if'4 1t, 9 • . r,. .,.00 ,,.4-"ax , 4+t9' .1,-.' If.3'` , '. "" ''._;_ l- i;i q.t., r _ 5:00 lax 1:6 ' 13 :61416 ,., . 11.6 .: 5 BED/3 F 6.00 8X 16X,f 10'.., 5 e �.. . 9.7 6 BATHH 7.00 8X 9X"' : 9 194 94' * 3.a ; 7 147/BATH 8.00 9X 8X ` 8 120:.28 i.; 2. 1 8 M, rL1ySE.l 1.00 8X 8X 5 1244.80 2. 1 - .1..NTRY : "10.00 9X, 5X 6 1845:1.!0 3:1 14 3TU CALCULATIONS HAVE r_tEEH INCRr'WSED 20% TO ALLOW FOR EXFRA RA HEAT IN BATHROOM )1 MENS iONfll fllTli .44.F1 SO. FT SD.FT SU.FT CU.FT SO.FT -M.#1 ',1E1 WALL GI_ASS EXP CE IL EXP FLR VOLUME 1.1 V,.AREA 1 38'-' 40 374 374 4114 374 ' 2 16 48 286 286 3146 286 ,., _••0 1% 156 1248 156 4 • _1212 30 208 208 . 1664 208 :, 1 4. a.....„ ; . 1407.1 , , 1 W. .,' .; 1280 i 160 - ' 6 0 0• 81 81 648 81 , _ , 7 i,' 14.0-4' 64 64 • 512 64 ,1 iF %, 0 40 'tlh 320 40 'k 27 Li 30 30 240 30 WOTAI_S 1 142 19t? 1399 1399 13172 1399 BT 1.1 H Al LOSS DATA ' 3M.# WALL LOSE GLASS CEILING FLOOR INFILTRATION T0111L h"iU vi, • 1 2723.00 1820.00 2618.00 2356. 20 .3455.76 12972.96 2 1512.00 2184.00 2002.00 1801. 80 - 2642.64 . 10142. 44 3 462. 00 1365. 00 1092.00 982.80 1048.32 4950. 12 4 1414.00 1365. 00 1456.00 1310. 147 1397.76 6943. 16 5 1246.00 1365.00 1120.00 1008.00 10 .2> " 5814.20 6 0.00 0. 00 680. 40 612. 36 61114ii, 1945.94 . 1 " 54.50 gPCc5'. 4o ` _ !l`rE 11c-01. 1 r14'.60 17 419 1 19 24 100 • '�: r '3 wB T d f - ,PANY 1? I1%1 f..1-11_1.U1_1%1 BTU\P1 111- WiLL. G1_1185 CEILING FLOOR INFIL7. UUTP1J"f TEMP 2.00 0. 10 0. 65 0. 10 0.09 0. 12 600 70 3.00 0. 10 0.65 0. 10 0.09 0. 12 600 ; 70 4.00 0. 10 0.65 0. 10 0.09 0. 12 600 70 5.00 0. 10 0. 65 0. 10 0.09 0. 12 600 70 6.00 _ 0. ; 0.55 0. 10 0.09 0. 12 600 70 00 0. 1.0 0.tl,P 0. 10 0.09 0. 12 600 70 .Lf�ic'�k7 to 14.; b .��`, 0. 10 0. 09 0. 1 2 600 70 9.06 �. 1�► . .. rk . r5 0. 10 ' 0.09 0 4. sat* 10 10.4'+0 0. 10 0.65 0. 10 0.09 0. 18 600 70 • • • • M .l ' .' • i • 7 • } . ZONING PERMIT ZONING PERMIT NUMBER 99-/d S OR [)N/A EXPIRATION DATE 7-a7 6 - aD o APPLICANT h Am,471) K7's• i/dens APPLICANTS ADDRESS /6'3 Qvcvr7 [u mit411 t 00101ELEPHONE G Uj - 577- ,? 2 76 PROPERTY OWNER IJ;4,t ,4 6 LOCATION / 7 ( 'J &)-46 Z LOT AREA 34, SE ZONE ASSESSOR'S MAP NUMBER 0 Le-Do S - 04 e LOT NUMBER 6 BUILDING HEIGHT 13 � PROPOSED FLOOR AREA i S' s NATURE OF REQUEST/PROPOSED USE SKETCH ON REVERSE OR PROVIDE TWO COPIES OF PLANS DRAWN TO A SCALE OF AT LEAST 1"=40'SHOWING:DIMENSIONS OF THE LOT,THE SIZE,AREA, AND LOCATION OF EXISTING, PROPOSED, PRINCIPAL AND ACCESSORY STRUCTURES, DRIVEWAYS, SANITARY FACILITIES AND WATER SUPPLY, PARKING FACILITIES,AND ADJACENT STREETS;DISTANCES OF PROPOSED STRUCTURES FROM PROPERTY LINES. IN THE CASE OF FILL OR EXCAVATION REQUESTS (UNDER 500 CUBIC YARDS), DIMENSIONS OF FILL OR EXCAVATION AREA MUST BE INCLUDED. A PLAN PREPARED BY A CONNECTICUT REGISTERED LAND SURVEYOR MAY BE REQUIRED. THE PROPOSED USE SPECIFIED ABOVE SHALL NOT BE AUTHORIZED UNTIL AN ACTUAL CERTIFICATE OF COMPLIANCE IS ISSUED BY THE COMMISSION OR ITS APPOINTED AGENTS. SKETCH PLAN OR GRADING PLAN DYES ON/A SEPTIC PERMIT OYES 'JN/A DRIVEWAY PERMIT (STATE, LOCAL) D YES N/A WETLANDS PERMIT DYES ]N/A HAS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY DYES 154NO HAS BOND BEEN FILED BYES ON/A FEE PAID p CASH p CHECK# p N/A THE APPLICANT AGREES TO: 1. ADHERE TO ALL THE APPLICABLE REQUIREMENTS OF THE ZONING REGULATIONS. 2. NOTIFY THE COMMISSION OR ITS APPOINTED AGENT OF ANY ALTERATION IN THE PLANS. 3. CALL FOR FINAL INSPECTION AND REQUEST CERTIFICATE OF COMPLIANCE BEFORE ISSUANCE OF C.0. APPLICANTS SIG 7LL TURE DATE: 7 r �' 2/7_0 5- COMMISSION AGENT DATE CERTIFICATE OF COMPLIANCE DATE THIS SIGNED PERMIT AUTHORIZES THE APPLICANT TO PROCEED TO THE BUILDING DEPARTMENT FOR ANY REQUIRED PERMITS CONTACT THE ZONING OFFICER (848-8549) AT LEAST 24 HOURS BEFORE CONSTRUCTION BEGINS TO ALLOW ZONING OFFICER TO INSPECT LOCATION. REV. 9/14/98 14-r Nis n$/,iti m. ZONING PERMIT ,10,,: ZONING PERMIT NUMBER 99-/e.5 OR ON/A EXPIRATION DATE 7-.76 -o? oo 0 APPLICANT bAr?19-7b 6& c Dv//:ices APPLICANTS ADDRESS 413 674,40'f7 l4 /12,1-46-cJ 6t 0 liaELEPHONE 2::03 - ,8711 3'2 76 PROPERTY OWNER//ID /4,4 y Ll iv c a,,, , LOCATION /1-�K6/g-974/Zv i7 &7( 6 Z LOT AREA 34,' Sr ZONE ASSESSOR'S MAP NUMBER 0 Z(j--00 5--- O 6 z LOT NUMBER b Z BUILDING HEIGHT ./.1 / PROPOSED FLOOR AREA /-rte 5 r NATURE OF REQUEST/PROPOSED USE In 7 /14.....,,, /), SKETCH ON REVERSE OR PROVIDE TWO COPIES OF PLANS DRAWN TO A SCALE OF AT LEAST 1"=40'SHOWING:DIMENSIONS OF THE LOT,THE SIZE,AREA, AND LOCATION OF EXISTING, PROPOSED, PRINCIPAL AND ACCESSORY STRUCTURES, DRIVEWAYS, SANITARY FACILITIES AND WATER SUPPLY, PARKING FACILITIES,AND ADJACENT STREETS;DISTANCES OF PROPOSED STRUCTURES FROM PROPERTY LINES. IN THE CASE OF FILL OR EXCAVATION REQUESTS (UNDER 500 CUBIC YARDS), DIMENSIONS OF FILL OR EXCAVATION AREA MUST BE INCLUDED. A PLAN PREPARED BY A CONNECTICUT REGISTERED LAND SURVEYOR MAY BE REQUIRED. THE PROPOSED USE SPECIFIED ABOVE SHALL NOT BE AUTHORIZED UNTIL AN ACTUAL CERTIFICATE OF COMPLIANCE IS ISSUED BY THE COMMISSION OR ITS APPOINTED AGENTS. SKETCH PLAN OR GRADING PLAN EYES ON/A SEPTIC PERMIT OYES N/A DRIVEWAY PERMIT (STATE,LOCAL) El YES N/A WETLANDS PERMIT DYES ZN/A HAS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY DYES 52NO HAS BOND BEEN FILED UNITS ON/A FEE PAID 0 CASH p CHECK# p N/A THE APPLICANT AGREES TO: 1. ADHERE TO ALL THE APPLICABLE REQUIREMENTS OF THE ZONING REGULATIONS. 2. NOTIFY THE COMMISSION OR ITS APPOINTED AGENT OF ANY ALTERATION IN THE PLANS. 3. CALL FOR FINAL INSPECTION AND REQUEST CERTIFICATE OF COMPLIANCE BEFORE ISSUANCE OF C.0. APPLICANTS SIG TUREi 4 DATE: J r Z 6 if 7 ef-eo c_ ja-m_ePe--4-4 '2/ 0 Eja,,,At.,,) _J.—. zor,e COMMISSION AGENT DATE CERTIFICATE OF COMPLIANCE DATE THSIGNED PERMIT AUTHORIZES THE APPLICANT TO PROCEED TO THE BUILDING DEPARTMENT FOR ANY REQUIRED PERMITS cdo f -to sizz.1700(7 CONTACT THE ZO G OFFICER (848-8549) AT LEAST24 HOURS BEFORE CONSTRUCTION BEGINS TO ALLOW ZONING OFFICER TO INSPECT LOCATION. REV. 9/14/98 • N° 9 TOWN OF MONIVILLE PERMIT FOR PUBLIC SEWER CONNECTION DATE 7/34,-. FEE $ 3.0 . PERMIT NO. Ib TYPE S NO. OF UNITS LOCATION it--7 Pj Sc-r T TC.tit-t, 1-o t Jl ‘R OWNER(S) OF RECORDS714,2i/7-7o ?rbS, NAME G ✓ MAILING ADDRESS TIE-IN„ Nk _ A% CONTRACTOR DATE �C-- -C C� INSPECTED BY .-- " 'CA 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. ) is-N �� 2 6's`_ : a4 /8 1. �_ 4, v`.9 L r v \ a?tiJ7 WPCA COP INSPECTOR COPY OWNER COPY (white) (yellow) (pink) � z Li O � O V N O 1 ❑lam\ W q W IIIIIIIIIIIIIIIIIIIIIIIIIIII . 4 9 0 u' i J _ IIIIIIIIIIIIIIIIIIIIIIIIIIII Ilik 1 ,; II 1 ® r— 1111 i i®ul I ID I pr C ® ® _ -- V 0 0 0 [ ILL 11 ® 1 ® - j Li _., 0 _' N 0 0 1 O � k -,.. i 1 ,. ,t qa-,s I ,o,e i .0.,v i .0.,v 4' .o 4' 4• .D D. 4. .0-,1•.91/E 9TD'7S 'r 1. 1 '4 Nflld NOLL 'aNf10J °. .P D. .. 4 .. LL D_ BV^I9'7r10'�•f .P •• 'C (K) �, llv'm •�NO'J „8 °' x .9,-,.. ,• 4 4.4 rig ... •'4 l4' - 0 4 r \ 4, ... „I 1 4.1 \ 8P---'--F---- Q4 4.4 L__:::::::1-1---- 4 _ ... i •'4 IIII__-- 2131V3M C---- �' '4 IIII ,4. rt�.vm tor+ 3Ovr�ard "� d 4.4 _ _ =4.4 el oI ;i;i;i:' ..i 1.3,001.3,00c1 WV-40I 1 _--1------1 I r14'. c 3 _5 / I I I IIII___ 3___l __E ? _-r • l4' „0-,0 •o.e i ._•o-'9 III: .. .e '� „o-,9 i4. 110 4.4 •'4 '4 am ° ---� S9NIIOO „OIX ,ZX,Z .. u W , SNWfll00 -�llb'l I J_S „i'/m d Iiii •'4 ° \ b I-1'9'32 OIXZ(£) am ..• Z , Ina ° llbm .. NO 11014.4 101 •. 4 4 ° / 1111 4.4 4.4 4.4 L \ CI _ - - ° r- Alrx-,X-00-;E -4. 7. ;\:. 7. ; -. T. ; -. `-' . -. s_• . . 1 ; -. 1' ; '. ti=c1 :f : -7 ( : 7 I. : -7 ;:: : -7 -7. : -7 - . 1 1 1 1 NOLLIONO'J 3.1.15 rHd NOuv-J01 I I ealvis arra I I 4 .IDTR171VN 157-_, 01 r,--7.1 11 G .0-,9 LJ .o,e � I e..., i' T____I _____.....„,.... 4 tl e NV Id e100-1d NI7W t f <I) — rvma�vaaadi 11'01 „P,5 •0-,ei i . ,,� � :� ti:..1i111fr -- ■■.■111111111111111■■UM11111I . n II11NIII■■■�I■■■■■11■■■■11 A Inswassmil mminssimi 0 II st-, :�i■■■■■■■■■■■ wasummum our innThammo in ■=fir--� gassnar r�ssi�s ■M IMI I o VNnrurD ■I.111�=_J s ■l i■■■■11■■■- Ii _ WOOD lt'3�1� n ��■■■■■■" \� " •e-,LFIJI. w wO .0-,vb btl �11■■■■■■111111111111■N■■■■w^fE■■■■Y■■■11■■■■■■■■111111 AA ' °4,L1111■111111■■■■■■■11■■11■■■■■■11■111111■■■■■■■■■■1111■■ __ „9-.L I 6 ii' ti111■■11■■■11■11■11■■■■■1111■■11■■■■■1111111111■11.11■11■■■11 '�11111■■■11■■■■■■■■■■1111■■■■■■■■■■111111■■■■■■■■1111■ •�■■N■ ■■1111■1111■■■■■■■■■■1111■■■■■■■11■1111■■■■■■11 '■■■■■■■■■■■1111■■■■■■■11■111111■■■■■11111111■1111Il •yil-,5 1111 ■11■■1111■■■■■■■■■1111■■■■■■1111■111111■■■11■■■■■■■■■■1111■■■■■■■■■1111■■■■■■■■■11■■■■■■■■ I �1111■■■■■111111 1111■■■■■1111■■11■■■■■11■■11.11■■■■■■1111■ ■■■■■■■■■■■■■111111■■■■■■■■■■1111■■■■ ■■■11...11bill■■■■1111■ (A ■■■■■1111■■■■■■■11111111 n ■11■■■■■■ ■■■■■■■1111■■ 11■■■■■ N ■■■■■1111■ 11■■■■■■■■■■C © E■■■■■11 d 111111■■■■11■111111■■■■■■■■■■111111■ I WOOD1s3f1�1111■■■■ 1111■■■■11■■■■■■■■11■11■■■■■■■■6 OIII■■■■1111■■■■■miiiminmsmunu iim��..I1111■■■■■■■■1111■11■■■■■■■1111■■■■■■11■11111111■■s s alli ingigiiiiii iniiiiiiiiiiiiiiii ow,immmumunummunm. MEMIMMINENIUMIIMIM 4. inneumminummom � 1111■■■■ o-E x PE limitietimpointimimminili I�I�I� ie- ■ -�I�It♦I�I�I�I�I�I=I�avaiiiiiiisI limmummoll o-5 x PE lii.redo-,05 o-5 x o-E salmi= ..��I�I�� I_I_ h_am imIlI..—_I_I_ NNN I_I_ MN IIIIII I•IINI1I■111■111■111I111111I1110 MI INN IMIIIMMIIME MEN MINIIIINIIIMIll IUIIftjIjI 1110111111111111I�I�INIIIIMIIIMEII�IIIII _I r ti . i! r L. _il., L . T I. ' :I, 4• t h4 1p � 4r; =111. °� Y os 1 iri ,x wN m 4zopjE t • Q O aL •4 45. ,,mU T g N a iliilii } } 1...mantRitititititintititit'_ ili # I1r 1 kU , _ .� o # )fti illi ,... # 1 ° # # ' i 6~ � Yu F hhII mativi p,it # # , .. 2SMS2VM242S2i2S2S2j2S24: 4 4 4, 4 4 11 )a a . 1 l l 1 1 ��, 1 -- p ZW iLz J � hl aQ Z > I t o ° rbq 6 �aLL Y m 3 !wi its MO i,INO s ` t_q x X 444�1 - � " m=