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HomeMy WebLinkAboutSFR 1999 Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Tpke. Uncasville, Ct. 06382 Tel. 848-7166 Fax 848-7231 Permit No: 899-159 Code: 01 Owner: D'Amato Bros. Mailing Address: 183 Quarry Road City: Milford State: Ct. Zip: 02891 Tel: 203-877-3277 Job Location: 3 Pheasant Run Map/Block-Lot: 028/005-018 Contractor: self Mailing Address: City: State: Zip: Tel: Type of Permit: New Single Family Job Description/Materials: wood frame ranch Size: 30 ' x 50 ' Type of Heat: oil/hot air/A/C Use: residential **k***k**A**AAAAAAAAAA*AAA*AAAA**AAAAAAAAAAAAA**AA****A*AAAA**AAAA Construction Value Fee Building $: 113,430.00 $: 682.00 Plumbing $: 5,671 .50 $: 34.00 Heating S: 5,671 .50 $: 34.00 Electrical $: 4,537.20 $: 28.00 Air Conditioning$: 2,268.60 $: 16.00 Other $: $: Certificate of Occupancy $: $: 10.00 Plan Review $: $: 68.20 State Ed ucation Fee $: 21 .05 J, Tota l_$: 131 578 :0 $: 893.25 PX paid 6 - 9 Building Offi 617'' Signature Date Required Inspections Footings prior to pouring concrete Footing Drains/damp proofing prior to backfill n Framing C`C� Electrical Service Rough Electrical Rough plumbing - leak tests required to be on Fire stopping Heating System Chimney - above thimble and final Fireplace - throat inspection and final Gas Line test Pool bonding and electrical prior to covering Final inspection for Certificate of Occupancy Town of Montville Building Department 310 Norwich-New Loi. an Tpke. , Uncasville, Ct. J6382 Tel . 848-7166 ***************************************************************************** APPLICATION FOR BUILDING PERMIT OR TRADES PERMIT, Please fill out completely Owner: D'AMATO BROS. BUILDER&lailing Address: 183 QUARRY RD. City: MILFORD State: CT zip Code 02891 Tel :203-877-327 Job Location: 3 PHEASANT RUN Map/Block/Lot: 028-005-018 Contractor: D'AMATO RROS RUII DFRSMailing Address: SAME City: SAME State: Zip Code: Tel : ****************************************************************************** Stick Built: X Modular Home: Manufactured Home: Commercial : Addition: Garage: )( Car Port: Shed: Remodeling: Roofing: X Siding: X Fireplace: X Chimney: Windows: Pool : Demolition: Plumbing: X Heating: X Electrical : X Air Conditioning: X Gas: Patio: Porch: Deck: X Retaining Wall : New: X Repair/Replacement: Job Discription/Materials used: SINGLE FAMILY HOME Size: 30' X 50' Type of Heat: OIL/HOT AIR Fireplace: MFTAI No.of Stories: 1 No. Rooms: 5 Breezeway: No. Baths: 2 Garage: 22' X 22' Use:RESIDENTIAL 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 an. t •= • I am authorized to make application for a permit for such work as descr -bov y Owner/Agent Signature Date / a - C' If signed by Contract.r, type of license/registration & No: ********************* ******************************************************* Building Department Use Only Construction Value Fee Building "/`3'/30 Plumbing 567/ So Heating 5d7/. .S- El ectrical 67/. SaElectrical 4,637:2-" 2V Air Cond. 22A-.6G _ /6•— Other Certificate of Occupancy io Plan Review Fee x,20 State Education Fee 2J•a5 Total Fees x`73 2S Ai Pp. Cash/Check • RESIDENTIAL PERMIT CALCULATION (STANDARD) Square Feet $/SF Total Ranch 1500 $ 60 $ 90,000.00 Raised Ranch $ 60 $ - Lower Lvl Finished $ 60 $ - Unfinished $ 35 $ - Cape $ 65 $ - Second Fl Finished $ 40 $ - Second Fl Unfinished $ 25 $ - Two Story $ 75 $ - Second Fl Finished $ 45 $ - Second Fl Unfinished $ 30 $ - Attached Garage 484 $ 20 $ 9,680.00 Garage Under $ 15 $ - Detached Garage $ 25 $ - Covered Porch $ 15 $ - Wood Deck 120 $ 15 $ 1,800.00 Concrete Patio $ 14 $ - Fireplace 1 $ 4,500 $ 4,500.00 Stick Chimney 1 $ 2,500 $ 2,500.00 Shed Dormer $ 4,500 $ - Front Dormer-Window type 1 $ 950 $ 950.00 Extra Full Bath 1 $ 4,000 $ 4,000.00 1/2 Bath $ 2,500 $ - Storage Shed $ 10 $ - Sunroom $ 25 $ - Other: $ - $ - $ - $ - TOTAL BUILDING CONSTRUCTION COST $ 113,430.00 PERMIT FEE Building $113,430.00 $ 682.00 Y Plumbing $ 5,671.50 $ 34.00 Y Heating $ 5,671.50 $ 34.00 Y Electrical $ 4,537.20 $ 28.00 Y Air Conditioning $ 2,268.60 $ 16.00 Other CO Fee $ 10.00 Plan Review $ 68.20 State Ed Fee $131,578.80 $ 21.05 Total Fees $ 893.25 ' ....... ::.'Zi7 al it) .protiiNGpolmiT t--:-.: iZONING NUMBER 9 7--co7e:2 e9- • :OR ,. A I:3W „OteiRAtioNbArt - /6--7 V,z)1 APPLICANT DAMATO„BROS BUll DFRS --A-PittagttAlitittEss 183 QUARRY RD :Mil FOR f) CT 064R0t,EpHoNE 203-8745992 1- 'PROPERTY::ININR.SAME p ,:t4cospou 3 PHFASANT . LOT AREA 32760 S.F. . . .kitoe Assitssoks mmougogft.028.7005,01 8 : ' ..icyffkim8ER1 8 .... BULDING:10010:1 6' PRIDPOSED FLOOR AREA 1500 SF.. . . .. ... ... . ...Du SINGLE FAMILY HOME SKETCH ON REVERSE OR PROVIDE TV COPIES OF PIANSORAIVIID ASCALE-OFAT LEAST-17.=41/1 SHOIMNIMMETISIONSGF PS LiTri1,STM:AREsk AND LOCATION OF 1;tRopostp.pRIKIPALAre AccEssogyiSTRMURES.:PRAI.PAATE,SAOTARY PAPILITIES MD TISVIM.!WV,FAMING . ::FACILITIK-AM3AWACENTSTREETS;BISTANOESOPPROPOSED$THIXTURES_FRompRopermtutio. INTIM CABEOFFILLOR IMAWkTION AF_OUESIB UNE -5o0.CURICYARIMDIMENSTOODOF FILL OR EXCAVATION AREA MUST SE INCIAIDED..:A PIM/PREPAFIED.BYACONNECTICUTHEGISTERED LAM -.SURVEYORMAY SE REQUIRED,THE USE SPECIFIED ABOVE'SHALL NOISE NIMROD UNTIL AN ACTUAL OERTIFOCAlt:OF:COMPLIANCEA -ISSUED EPITHECOMMISSION ORITSAPPOINTED AGENTS. SKETCH PLANORORADINIEINAN, titS I:00A SEPTIC aro „OP* : AWANEWAY:ROW-(STAWA:AIM) :El Yee' 0 wx WE ANUS OYES: ;MIA i.iA.S- yAmANFE.EvERBEENORANTED-FoilvsrgAweimr mat 04o. HAS BONO BEENTILEC TIMM' CNA :wpm. ti::.0Mt .trOtimc# ........ THE~ANT AGM:EST*: VADHERETO ALL THE:APPLICABLE REoutREMENTSOFTHE ZONING REGULATION S. •ti NOTIPYTHE COMMISSION DR ITS APPOI .:'.s AGENT AN*ALIERATTON IN THE PLANS il: ::CALL FOR FINAL INSP -0,• :A 0 - QUEST:CERTIFICATE-OF COMPLIANCE:BEFORE ISSUANCE OF CO 1 1 ' APPLICANTS SIG r ' A \ : *Teti'. /0-7 49-9, .-y I • . ZiLti p 57,-icc Z6eaat COMMISSION AGENT -DATE CERTIFICATE OF COMPLIANCE &c & 51 1 81. 00240 , . .. THIS SIGNED PERMIT AUTHORIZES THEAPPLICANT 10 PROCEED TO THE BUILDING DEPARTMENT FOR ANYREQuiRED.PERIIMT5 CONTACT:THEW:MING OFFICER(8484549)AT LEAST 24 HOURS BEFORE .cotisTflumoti BEGINS TO ALLOW ZONING OFFICER TO INSPECT LOCATION. REV. 9/14198 TOWN OF MONTVILLE BUILDING INSPECTOR 310 NORWICH-NEW LONDON TPKE. • UNCASVILLE, CONNECTICUT 06382 848-7166 Date: /0//if/V9 Permit # TO: A r)A`j o 21245- 'Gun- a-s ) 3 cSj vz,J RY lz-r) MJ c7R-L Gr d z71 RE: Plie-ASAN7 2U).) Please be advised that the above referenced permit has been approved and may be picked up at the Building Department during regular business hours . FL6 vva $-E3.9 3.z.5 9Ar9S AP ge D -re fie- CO Zat/o . SpAfJ 01-57) Vernon D. Vesey II Building Official ccc file VV:sp TOWN OF MONTVILLE No -81=6-1 PERMIT FOR PUBLIC SEWER CONNECTION DATE 3/6./W FEE $ 3 O , tN PERMIT NO. /O TYPE S' NO. OF UNITS / LOCATION 62J,., OWNER(S) OF RECORDS -)/q1/1/11- � NAME • � X11' �/�.� TIE-IN CONTRACTOR DATE ?Prp4 cj© INSPECTED B *0 \4-Zpu... N. , I 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. ) 6 \4./ 1 ltu". oA .5 aQl WPCA COPY INSPECTOR COPY OWNER COPY (white) (yellow) (pink) )9I-1c r-►s,-►vuT Al.3 ZONING PERMIT o ZONING PERMIT NUMBER 9 9 as a OR EWA EXPIRATION PATE /a-- V-01 oo a AuAANT D'AMATQ BROS RI III DFRS ucANrsAoo Ess 183 QUARRY RD Mil FORD CT Q64f p 203-8745992 Eyowr :.:SAME . LOCATION 3 PHFASANT LOTS 32760 S.F. zap ASSESSORS MAP NUMBER 028-005-018 LOT NUMBER 18 B ILDDING HEIGHT 16' PROPOSED FLOOR AREA 1.500.SF NATuRioFtwatiesoliePOIENsg.SINGLE FAMILY HOME SKETCH ON REVERSE OR PROVIDE VVO COPIES OF PLANS DRAWN TO A SCALE OF AT-LEAST r=40'SHOWING:DIMENSIONSOF TIS I.O:`T,.T E , AND:LOCATION OF EXISTING. PRINCIPAL ANO ACCESSORY STRUCTURES.DRIVEWAYS,SANITARY FACILITIES AND YIRTER SUPPLY.PARR* II:ITIES,AND ADJACENT b mat IA DISTANCES OF:PROPOSI PROPOSED STRUCTURES FROM PROPERTY LINES. IN THE CAS OF PILL:OR EXCAVATION REQUIRITS LANDER 500 CUBIC YARDS)._ORMINSIONS OF rm.OR ocAvsnON AMR MUST BE INCLUDED. A PLAN PREPARED BY A CatiscrocurREGISTERED LAM SURVEYOR MAY BE DEQ THE.PROPOSED USE SPECIFIED ABOVE SHALL NOT BE AUTHORIZED UNTIL AN ACTUAL CERTIFICATE OF COSSILLOICEIS ISSUED RYTHECOMMISSION OR:ITS APPOINTED AGENTS. PLAN OR GRADING PLAN. XJYEs ON/A sorpo papaw art! OIwA Q Nix WETLANDS PERMIT .04kA VARIANCE BEEN FORTIES PROPERTY OYES XINO HAS BOND SEEN FILED ,FEZE PAID 0 rAsti C]CHECK# 0 WA THE APPLUCOO III .1. ADHEREALL THE-APPLICABLEREQUIREMENTSOFTHE ZONING REGULATION& g NOT FY TIS CR •-o e AGENT OF ANY ALTERATION IN THE PLANS t CALL FORP7NAL i •._ i v A • - • -. CERTIFICATE OF LIANCE` E ISSUANCE OF C.0. APPLICANTS;$10 j�/` 1 DATE: A271 - .7 ir r 1 ,tea /YaEZ,,..e.1, ,,,, ,Azzc,,,,COMMISSION AGENT D!1"tfi CERTIFiCI�E1F C:Cf;41NGE Ce)e `3j aLcc Sj x€3000. THIS SI PERMIT AUTHORIZES THE APPLICANT TO PROCEED TO THEBUILDING DEPARTMENT FOR ANY REQUIRED PERUR$ CONTACT THE.ZONING OFFICER (848-8549) AT LEAST 24.HOURS BEFORE coNsTRucTios seems TO ALLOW ZONING OFFICER TO tHspecT LOCATION. Iry as4r0e ZONING PERMIT 1 I ZONING PERMIT NUMBER 9 9�,-,Z OR OA EXPIRATION DATE v-V? o 0 0 APPI.If ANT D'AMATO B ROS R U I I D F R S APPUCANTS ADDRESS 183 QUARRY RD MILFORD CT O64AccEPHoNE 203-8745992 PROPERTY OWNER SAME LOCATiON 3 PHFASANT LOT AREA 32760 S.F. ZONE ASSESSOR'S IAAP NUMBER 028-005-018 LOT NUMBER 18 BUILDING HEIGHT 161 PROPOSED FLOOR AREA 1500 SF NATURE OF REQUEST/PR POSED USE SINGLE FAMILY HOME SKETCH ON REVERSE OR PROVIDE TWO COPIES OF PLANS DRAIMI1O A SCALE OF AT LEAST r=48'SHOWING:DIMENSIONS OF THE WT,THE SIZE,AREA, AND LOCATION OF EXISTING.PROPOSED PRINCIPAL AND ACCESSORY STRUCTURES,DRIVEWAYS.SANITARY FACILITIES AND%/ATER SUPPLY PARKING FACAmES AND ADJACENT STREETS:DISTANCES OF PROPOSED STRUCTURES FROM PROPERTY LINES. VI THE CASE OF FILL OR EXCAVATION FIEOUESTS (UNDER 504;CUBIC YARDS).-DIMENSIONS OF FBI OR EXCAVATION Ai ASA 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. ItiETCH PLAN OR GRADING PLAN ]YES OWA` .. . . ... ... ..... . .. SEPTIC PERMIT OYES OLNIA DRIVEWAY`PERMIT (sTATE.LOCAL) 0 YES O NJIx VdETLANDS PERMIT OYES OVA HAS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY DYES JNO HAS BOND BEEN FILED MSS QN/A FEE PAID D CASH' 0 GH CK ti C NiA 1F EAPPLICNT.. AGREES TO: 1. ADHERE TO ALL THE APPUCABLE REQUIREMENTS OF THE ZONING REGULATIONS. 2 NOTIFY THE COMMISSION OR FTS APPOI AGENT OF ANY ALTERATION IN THE PLANS. ALL FOR FINAL INSPE A QUEST CERTIFICATE OF COMPLIANCE BEFORE T ISSUANCE OF G.O. 7 I / n APPLLCAN.. SIG I CA DATE: l - T -,'7 ' , I!'I! i(-/S 9 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, WHAM /00 ,rusr ITU typo PIY I ' WOOD 522 300 ! ;TOCKS • P rrrood structures inc. 3.3 s May 261995 Mrrek Industries,Inc. Mon Jun 12 10:26:26 1995 l .1.40 641.0 I 11.0.0 + 15.4-0 I 22.0-0 1234-0 I 644 4.4.0 4.4.0 -8.8.0 1-4- G CONN �`•114OF4q 0% 1� , Al� . .•...".•...FCS •a o .�A.�'r•,;�N w. �.••., ✓�.r �Q S Tf+EAP�+EN W. 't 1 Zr.At"4 •1"‘-.4" V+ 4x1= o I,NOI,.CrI T, g,ur -o f ,t.. 1. �•.;c it .. -,0 9 No.317._70 i }�O;• � Z x. 24* x4` '•.,'��1..* 1:,/CEUS'.A���' 2 , ,.S0 NAS �.` ip • •i ,%4UIIff/fiatO 0014111111111 ff bliza.. , 1� • 11 101 g 7 a .. 3x7= 3x4= t JUN 2 3 199 1 ,, -12, „ SEE DETAIL - 0o I 20104 • {22-0.01 ' ' 1.112 9-10-4 .-10.4 1-1.12 4. tPlate Mete pc`t : (1:0.0.0.0-0-03,(5:0-0.0.x) 1>p1110Wp(F�1 SPACING 2-0-0 CSI DEFL (in) No) Udell PLATES GRIP TCLL 42.0 Plates Increase 1.15 TC 0.69 Vert(LL) 0.32 615 812 M20(20ga) 199/146 TCCL 7.0 Lumber Increase 1.15 BC 0.95 Vert(TL) 0A5 117 578 rrs .130LL 0.0 Rep Stress Incl YES WB 0.38 Horz(TL) 0.06 5 r&a tkOl. 10.0 Code TPI Mtn Length/LL dells 240 Weight:85(lbs) BRACING 'Ie.-• •-•• 2 X 4 SPF Pyo 2 TOP CHORD Sheathed or 2.6-3 on center punkt spacing. •--a 2 X 4 SYP No.2 901 CHORD Rigid ceiling directly applied,or 10-00-00 on- 2 X 4 SPF Stud ,sIfl7rn,• t. OF New 4����� �E ��.'i '`1j11>strtri..•rf�� ,�Pt�_ yp '� LdC 2X4.Right 2 X* ��� �QF... 4.y9�`.. �%S�ie d F veR 4�f c, 14 w. 9 (Wake) 1e1i110-3.8,5=1411/0-3-a ;`co E N W'. cA ; �:��Q'••..tst WNts . �9 �-, •,• . o N -cHoRD 1-2=-2181,2-3=-1631,3.4=-1631.45=-2161 ! : CAB •£R ; tt', •• • . : 4, .rr° No. 5292 4' ! \ ,,s ;.. .,� w - • • CHCRD 54=1964,6-7■ 984,1-7=1984 : C ` r w 2 7 -567,3-7=825,4-7=467 N o. 6 5'15 ,.. I. ; �� v ✓ - 4c,�; ; . 4f� . I • • CASE(3) Standard n . �,•• ••�y�r. �.0 Pe 9(c. �E��O`• �c,% �oA,�o 063030 4i, 4� �,'i I '-••••- •i'•rTlt lillimitts-- r ,�--21V+ w�ar�t. ,�ti, ..L .erg +, ` Vie. ,• -STEPHEN W. CAS1.E� r- r P A {1r r• H X - =. r ...' . .11 .2.. 4. - ' Ma. to CA(1 T. ,' ;41/ '..i. :; _ j'4,y ,. �,.�y.{s ; • :d'' •••-•.,..,-,••••••0:%'..S. ' - DESIGN LOADING: ��f,,`'lONAL ES•�1i+• - t i TCLLITOTAI.(PSF)42159!�24"cc, 53174 19.2"oc, 63!89 16"cc. jilt +! ���:‘ REGISTERED I I This twos has been designed for a 20 psf bottom chord live load,applied concurrently with all oT1e'r loads . - ! FROrE S(6AiAL ENGINEER f • i whalswr the dear di lance beh+�aeen the top of the bottom chord and any other member Is 42 Inches.or.preater. ,, d-•• •••—•-•------,, I: • This ahsdc conforms wait B.O.C.A.1993,Section 1606.1.2,Table 1606.1. _ _ 11 4 ,''tlw'w 4M.yr4 pe,weset re and RZAD NOTES ON THIS AND MID=MON DEFOIM USE. 111Mr. w enk Vitt WWI oonneotots.M.deign I based only upon oombelleallhown.and Y to an IndMdual buldkq component to b. SAW 6166infilbe 6rd.&N ilt.r N Arkin rv"n.w....i LOA....,....r.........,..M•••v r.....�.—••..._—.am.-..'r.--...-.�.- . . .. Job Truss T ms14, Qty ?N • WSTOCKR 530SCR SCISSOR TRUSS 1 1 . P772335 rw •rood structures Inc. 3.300 e Jun 7 1995 MiTek Industries,inc. Fri Jun 23 09.47221$S Page 1.1.4.4f 5-3-3 t 0.11.3 I 15-0-0 I 20-0.13 I 21.8.13 I 30.0.0 131.4-01 1.4.0 53.1 4.8-1 5-0.13 5.0.13 4.8.1 5.33 1.40 • r 40'pi NEW:; • iv •4.444... • Ass- !ki;••STEPHEN W.'. h; CABLER• 3x45 1x4= t i e•a , 3x3 4 a 1x5= ** = No. 65$8 5.001-12 •. \IIIIiiiiiiiiIiiiiii,.7x4 ., 0,O•.jMemfiL 9 • 1.5x4= LIr :: .i • •e ,,45 2 la '`vq:98IONAL E*a , u 8x12/M2OH= 4.6464x40S1 12 10 3x3= 3x3= 12.50 12 4x12 z 4x12¢ DESIGN LOADING: TCLUTOTAL(PSF)42/59 @ 24"oc, 53/74 @ 19.2"oc, 63/69 @ 16"oc. This truss has been designed for a 20 psi 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 B4O.C.A.1993,Section 1606.1.2,Table 1606.1. 7.11.12 I 15.04 t 22.0.4 I _.. 30-0-o (. 7-11-12 7.04 7-0.4 7.11.12 Plate Meets(LY): (1:0-0.12,0-0.91[5:0A-0,0.10,(9:0-0.12,0.0-9j,111:0-0-0,0-3.3j 401111111111 LOADING(psi) SPACING 2-0-0 CSl DEEL (in) (loc) Udei PLATES GRIP TCU 42.0 Plates increase 1.15 TC 0.98 Vert(LL) 0.84 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 BOLL 0.0 Rep Stress Incr YES W8 0.94 Hort(f.) 0.70 9 n/a BCOL 10.0 Code TPI (Matra) Min Length I LL den•240 Weight:95(lbs) • LUMBER BRACING - TOP Ct4GRD 2 X 4 SPF 2100F 1,8E TOP ChORD Sheathed or 1-10.7 on center pur"n spacing, 801 CHORD 2 X 4 SPF 2100F 1,8E BOT CHORD Rigid ceiling directly applied,or 10.00.00 on center bracing. WEBS 2 X 4 SPF Stud'Except' 11-5 2 X 4 SYP No.2 ,,epNs C O s1I'4ee • - - -. -. • Qs NNyr••,' �‘ZNOF NRS REACTIONS (Rn/ttze) 11883/038,9.1883/0-3-8 ��� 4 .....s.•.• yin pis • `lt s,�'• Max H«2 1•.82(load case 3) .•`011 W, ''., J�; • `w�`' STEPHEN W, 'Sc.'''. FORCES y q. . y�:C'�' o CABLER -0 TOP CHORD 1.216878,2-3.-8281,3-4.-6147,4.5=-4498,5-6.-4498,6.7=•6147,7-8=-6281,8-9=687tk •y l�' y 4 rt -i CIVIL ,-I ; BOT CHORD 9-10.8355,10-11.5530.11.12=5530.1-12=6355 '^fl 21�� I D • A Pt(j 3� 10 VD WEBS 2.12 489,4-12=541,4-11.-1380,5-11.2951,6.11=-1380,6-10.541,8-10=-489 w i . , 9 F I •.c) • k••p3%O1. �"• p.4•�, C/STEAD w�! 4,�5 •1)This truss has been checked for unbalanced loading conditions about joint 5. ..�f-•r S SE••• ��`�� - Sitt13to•' F' LOAD CASES) Standard ,,'a,I'uNAL t��o' 7 t :•#r 'elluutt,��'� ".- r,��q'�(i' W. -. !�G'iii �F OF NFW ���N •..O .`/ / ,,3�'' :°� P . �� `L� •ide. f. �' QA�N - 04 74- C0 'i , 4597 r . `, it :°O Na 5292 _ ��' f ��, •STEPKt.:N W. n. f ';,„a Qa . `' CA�LEfi �r� ' ..'%°90•.-••q,, �E�Ql ..•�•:1 '� '1. • x!.350 :�4�`. . 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ON SEPTEMBER 26, 1996. IT IS A DATA ACCUMULATION PLAN CONFORMING TO HORIZONTAL ACCURACY CLASS D. NO PROPERTY/BOUNDARY OPINION IS PRESENTED HEREON. THIS MAP IS INTENDED TO DEPICT THE LOCATION OF THE PROPOSED HOUSE AND GRADING. TOPOGRAPHIC INFORMATION DEPICTED HEREON CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-D. 2. PROPERTY LINE AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON CLASS A-2 SUBDIVISION PLANS ENTITLED: "ROBIN HILL ESTATES PREPARED FOR OWNER/DEVELOPER DIOLINDA AND ALEJO ORTEGA LOCATED ON BLACK ASH SWAMP ROAD, MONTVILLE CONNECTICUT" BY JOHN KOPKO JR. & ASSOCIATES, DATED JAN. 1990 AND REVISED JULY 1990. 3. THIS PARCEL IS ZONED R40. IT WAS APPROVED IN ACCORDANCE WITH SECTION 5.5 OF THE MONTVILLE ZONING REGULATIONS AMENDED THROUGH AUGUST 1, 1988 AS A CLUSTER SUBDIVISION. SETBACKS ARE GENERALLY: FRONT 40'; SIDE 12'; REAR 40'. IrTjC PHEASANT RUN `" TB = 482.33' QINV(OUT) = 477.5' 7 ,,e,2„ FOOTING DRAIN OUTLET 870'08'09"W 672.55 (TOTAL) ELEV. = 477.8' 97.00' - - 126.00' o 449.55' SF SF u` 484 484 cri • ' 40 FEET 0 20 40 . . \. O O 48 ll O 50.0' SCALE: 1"=40' 486 '17.Ofr 22.0' GAR. = 486.57-8 I Iv F.F. = 488.5o I 4 O PROPOSED HOUSE - 72.0' / 48 mmin 8 , F \ 10' X 12' WOOD \ t DECK AND STEPS P -1 N.\\ I \ Z IfI, I (n U , 24' X 24' FUTURE ' m SHED OR POOL AREA LOT 18 4g6 1 ' 32,760 sq. ft, _ ' f 0.752 acres c o LOT 17 ,` o o _488-. LOT 19 ti ° t1 ,I 1 \> I 1 I 1 127.00' 4 126.00' 505.00' N70'08'09"E 758.00' (TOTAL) LOT 16 LEGEND - - PROPERTY/STREET LINE — — — YARD/SETBACK LINE 432 EXISTING CONTOUR 432) PROPOSED CONTOUR DATA ACCUMULATION PLAN SF SILT FENCE IW INLAND WETLANDS PLOT PLAN IWB INLAND WETLANDS BUFFER LOT 18 ROBIN HILL ESTATES TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP #3 PHEASANT RUN IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MONTVILLE, CONNECTICUT / / SCALE: 1 "=40' DATE: SEP. 29, 1999 Z 1110BY: BENNETT & SMILAS ENGINEERING, INC. MICHAEL J. BENNE 'P..-- R.L.S. #10831 415 KILLINGWORTH ROAD, HIGGANUM, CT