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HomeMy WebLinkAboutSFR 2000 Town of Montville Building lYepartment Phone: 848-7166 310 Norwich New London Tpke Fax: 848-7231 Building / Trades Permit Permit Number BP2000-557 Permit Date 11/02/00 Permit Type Building Permit Code R2 Job Street# 56 Job Location Pheasant Run Map/Block-Lot 028/005-052 Job Description Single Family Residence Owner D'Amato Bros.Builders Mailing Address 183 Quarry Road City Milford State Ct. Zip 06460 Telephone 203-877-3276 Contractor D'Amato Bros. Builders *Mailing Address 183 Quarry Road *City Milford *State Ct. *Zip 06460 *Telephone 203-877-3276 Lic/Reg Number 131 Lic/Reg Type New Home Construction Expiration Date Use Group R4 Size Type Construction 5B Building Value $129,448.00 Building Fee $778.00 Plumbing Value $7,191.00 Plumbing Fee $46.00 Heating Value $4,357.00 Heating Fee $28.00 Electrical Value $8,013.00 Electrical Fee $52.00 A/C Value $2,366.00 A/C Fee $16.00 Other Value $0.00 Other Fee $0.00 Total Values $151,382.00 State Ed Fee $24.22 C/O Fee $10.00 Not Paid ------ Plan Review Fee $77.80 Total Fees $1,032.02 Building Official's Signatur- Date 1/ / '3 /Oc Required Inspection © Footings-Prior to pouring concrete Rough Heating and Air Conditioning GCI Footing Drains/Waterproofing -Prior to backfill ❑ Chimney -One flue above thimble © Framing ❑ Fireplace-Throat W/ Rough Electrical ❑ Fireplace- Final • Electrical Service © Firestopping/ Draftstopping ✓ Rough Plumbing -Leak test required © Insulation ❑ Pool Bonding and Electric © Final Inspection for Certificate of Occupancy-PRIOR to Use or Occupancy Town of Montville Permit# p2,,pr.—, 5 7 Building Department 310 Norwich-New London Tpke. °-- TeL 848-7166 Uncasville, Ct. 06382 Fax 848-7231 Application for Building or Trades Permit Job Location . PHEASANT RUN Map/Block-Lot 028 / 005 / / 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 Hll I Bull DFRS Mailing Address 183 QUARRY RD City MILFORD State CT Zip 06460 Tel. 203-874 - 5992 Type of Permit All New Single Family ❑New Two Family ❑ Addition ❑ Commercial ❑ Industrial ❑ Alteration Garage ❑ Carport ❑ Shed 110 Roofing 3 Air Conditioning Plumbing Heating [ J Electrical Gas Retaining Wall Deck 3 Pool ❑Patio 0 Porch 0 Demolition ,�] Siding [5a Windows ❑ Fireplace ❑ Chimney Size 24 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 Home Construction Coicto • Have you entered into a contract with the consumer for the proposed work? ❑ Yes ID No I Owner/Agent Signature \ Date / / Contractors License/Registratio Type &Number N.C.H. 00131 Exp. Date / / Construction Value Fee Building $ 12.-7'N'r" $ ?It Plumbing $ 2/y 7—' $ .V6-- Heating $ y a r7 '—' $ y-- Electrical $ $e/g— $ 5 2 Air Conditioning $ 2.3 66— $ Jf — Other $ $ Certificate of Occupancy $ /o Plan Review Fee $ 7'7,'x'0 State Education Fee _ $ -2_0,zZ Total $ /�f 3�z- S /0.32-o 2 Town of Contville Building Departmcj Receipt Date p / 13 / co No. 00268 el From: P)Ari Ar, Job Address: 56 //j, -cess. �7,-•-n . 0 Amount $ f o,?z. at Cash MOOCheck # (c•nrcic one) Received by J, <>An�_,.( Permit I 892_oeo -55? r C f 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 1632 SF $ 73.25 $ - $ 119,544.00 Finished Basement SF - $ 13.10 $ - $ - Unfinished Basement 768 SF - $ 5.45 $ - $ 4,185.60 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 160 SF S - $ 25.20 $ - $ 4,032.00 Enclosed SF - $ 111.55 $ - $ - Heating Adjustment 1632 SF $ - $ (2.67) $ - $ (4,357.44) Air Conditioning 1632 SF $ - $ 1.45 $ - $ - Electrical 1632 SF $ - $ (4.91) $ - $ (8,013.12) Plumbing 1632 SF $ $ (4.41) $ - $ (7,197.12) TOTAL BUILDING CONSTRUCTION COST,LESS MEP $ 129,447.92 PERMIT FEE Building $ 129,448 $ 778.00 y Plumbing $ 7,197 $ 46.00 y Heating $ 4,357 $ 28.00 y Electrical $ 8,013 $ 52.00 y Air Conditioning $ 2,366 $ 16.00 Other $ - CO Fee $ 10.00 Plan Review $ 77.80 State Ed Fee S 151,382 $ 24.22 Total Fees $ 1,032.02 Based on 2000 RS Means Square Foot Costs 11/2/00 ZONING PERMIT /_ �j� y 62U. IT IS THIS APPLICANTS RESPONSIBILITY TO FURNISH THE FOLLOWING INFORMATION: PROPERTY LOCATION ,S�' PHEASANT RUN_ MAP028 LOTOO5- °ca. PROPERTY OWNER D'AMATQ BROS BUII DFRS CONTRACTOR WATCH Hitl Bu I l DFRS CONTRACTOR UCENSE* N H C 00131 CONTACT ADDRESS 183 QUARRY RD. MILFORD CT. 06460 TELEPHONE 203-877-3276 ZONE - `+ LOT 11 '�3,?7,RTRUCTURE AREA 1600 S.F HEIGHT 22' NATURE OF REQUEST USE POSED USE SINGLE FAMILY HOME •IIC*TCI1,OR PROVED!TWO COMM OP PLAIN DRAWN TO A IIC/ILJI or AT LmAIT r=s0'SNOWING.DpIMIN10 t OP NW LOT,TKO SW, ARIA, AND LOCATION OP EIUsTR1g, rROPOSOlk PRINCIPAL ANO Accustom STIWCTOE=, WAN1TARY mounts AND WARM! WPM PARKIN* rAC*JTR$, AIR Amara moms OIIYANCII Or PROPOS=O $TRRCTIROW PROM PROPEETI/ WWI AND W1RANIN. •PLAN INNIPPRIO 1111 A COIRlCTICVT 1ROIMds LAIN tMRVEle5 NAV DR EEO- - AIR PINWORM OW IrDIAO *ROVE MILL NOT RB ARTANMIUND RIILR AN ACTINAL CIIRwCATR OP CONIPUAINCE M WEAN MI MA C0' AOM OR la AMONIAO Office use only YES N/A SKETCH PLAN OR GRADING PLAN ❑ ❑ HEALTH DISTRICT APPROVAL 0 0 STATE HIGHWAY PERMIT 0 0 LANDS PERMIT 0 0 AS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY ❑ 0 HAS BOND BEEN FLED 0 0 FEE ASH/CHECK* /4 ❑ ZONING PERMIT NUMBER 0 �5 OR ON/A EXPIRATION DATE 'l ?C o/ THE APPUCANT PS RESPON$1BLE FOR AND AGREES TOe I. ADHERE TO ALL THE APPLICABLE REQUIREMENTS OF THE ZONING REGULATIONS. 2. FURNISH ALL NECESSARY INFORMA •.AND DOCUMENTATION TO PROCESS APPLICATION. 3. NOTIFY THE COMMISSION OR •..• ED AGENT OF ANY ALTERATION IN THE PLANS. 4. CALL FOR FINAL IN PC +N REQUEST CERTIFICATE OF COMPLIANCE BEFORE ISSUANCE OF C. O. APPLICANTS SIGNATURE k. •TE: (JO (7--e7,(-4A-)(7--e7,(-4A-)?� ;2{�� DATE P! � Z-"OU ���,xy,�% e�` DATE 0°/(') / COMMISSION 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 ISSUED 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 r• N° 8-9-1-2- TOWN OF MONTVILLE PERMIT FOR PUBLIC SEWER CONNECTION DATE 404/ FEE $ 36 . c(NPERMIT NO. I ar? TYPE NO. OF UNITS J LOCATION 5-C AC ' sa. OWNER(S) OF RECORDS i) ini47v f ruc, NAME /g 3 /V14/ 06 4 0 ILING ADDRESS TIE-IN CONTRACTOR DATE � A?c . C� I INSPECTED BY �� METERED METER NO. DATE FIRST READING INSTALLED SKETCH OF LOT SHOWING WELL OR WATER PIPES, BUILDING AND PROPOSED TIE-IN ROUTE TO STREET STUI 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) . (Use back of white sheet if necessary. ) fier A- y 5-2 C 4/6 5"6� D C S CLOW C°T- VS')Aeop � Hw3 WPCA COPY INSPECTOR COPY OWNER COPY (white) (yellow) ( pink ) 24 Industrial Drive Affiliated Companies: Waterford, CT 06385 +i. Kobyluck Trucking Co. Phone: (860) 848-9572 ---4=0/0010Fm-' — Kobyluck Sand & Gravel, Inc. Fax: (860) 444-9607 Kobyluck Construction Co. rrf i.,, 3' , t` , _;S. H a'r' f r.l1t S r t EV x .'�TVTLLE, . ,,p,, 01. TIME FORMULA LOAD SIZE YARDS ORDERED DRIVER/TRUCK PLANTIrRANSACTION# r'i P i'.l1.7 ;.j.l(::0 :uil.iy.. WATERFORD DATE LOAD# YARDS DEL BATCH# WATER TRIM SLUMP TICKET NUMBER 10.00 yc$ 2425c. P4216 WARNING PROPERTY DAMAGE RELEASE B LINE) Excessive Water is Detrimental to Concrete Performance IRRITATING TO THE SKIN AND EYES Dear Customer—TThe dIF nverrof this tERY TO ruEck in presenting thiE s RELEASE H2O Added By Request/Authorized By Contains Portland Cement,Wear Rubber Boots and Gloves,PROLONGED CONTACT MAY to you for your signature is of the opinion that the size and weight of CAUSE BURNS.Avoid Contact With Eyes and Prolonged Contact With Skin.In Case of Contact his truck may possibly cause damage to the premises and/or adjacent GAL X With Skin or Eyes,Flush Thoroughly With Water.If Inflation Persists,Get Medical Attention. property if he places the material in the load where you desire it.It is KEEP CHILDREN AWAY our wish to help you in every way that we can,but in order to do this WEIGHMASTER the driver is requesting that you sign this RELEASE relieving him and CONCRETE is a PERISHABLE COMMODITY and BECOMES the PROPERTY of the PURCHASER UPON this supplier from any responsibility from any damage that may occur LEAVING the PLANT.ANY CHANGES or CANCELLATION of ORIGINAL,INSTRUCTIONS MUST be to the Premises and/or adjacent property, buildings. sidewalks, TELEPHONED to the OFFICE BEFORE LOADING STARTS. driveways,curbs,etc.,by the delivery of this material,and that you also agree to help him remove mud from the wheels of the vehicle so a The undersigned promises to pay all costs.including reasonable attorney's fees,incurred in Collectin any sums owed. g that he will not litter the public street. Further, as additional NOTICE:MY SIGNATURE BELOW INDICATES THAT I HAVE READ THE HEALTH WARNING consideration,the undersigned agrees to indemnity and hold harmless NOTICE AND SUPPLIER WILL NOT BE RESPONSIBLE FOR ANY DAMAGE CAUSED WHEN All accounts not paid within 30 days of delivery will bear interest at the rate of 18%per annumthe driver of this truck and this supplier for any and all damage to the Not Responsible for Reactive Aggregate or Color Quality.No Claim Allowed Unless Made at Time premises and/or adjacent property which may be claimed by anyone DELIVERING INSIDE CURB LINE. Material is Delivered. to have arisen out of delivery of this order LOAD RECEIVED BY: •A 515.00 Service Charge and Loss of the Cash Discount will be Collected on all Returned Checks. SIGNED i' Excess Delay Time Charged®5 60.00/HR. X X ' . .‹ <- QUANTITY CODE DESCRIPTION UNIT PRICE EXTENDED PRICE 10.00 3000 2%HE 3000 3/4 W/AIR 2% 122HE 10.00 HOT WATER HEATED CONCRETE 10.00 10.00 2% CAI.C. 2% CALCIUM ACCELERATOR 10.00 RETURNED TO PLANT LEFT JOB FINISH UNLOADING DELAY EXPLANATION/CYLINDER TEST TAKEN TIME ALLOWED I.JOB NOT READY 6 TRUCK BROKE DOWN 2 SLOW POUR OR PUMP 7 ACCIDENT 3.TRUCK AHEAD ON JOB 8. CITATION LEFT PLANT ARRIVED JOB START UNLOADING 4CONTRACTOR BROKE DOWN 9. OTHER 5.ADDED WATER TIME DUE 6356‘ 5c) , 6.-. ADDITIONAL CHARGE 1 TOTAL ROUND TRIP TOTAL AT JOB UNLOADING TIME DELAY TIME ADDITIONAL CHARGE 2 GRAND TOTAL lb. Ticket No. 24216 • --Material -Indication- -- AVDP Ecu -- -'- Targets - ..-% Tal..- WatFree %Moist DryAggs: 30677 lb 1/2 STONE 7040 lb 7040 lb 7040 lb 0.0 35.0 0.50 Cents: 4950 lb 3/4 STONE 9520 lb 9520 lb 9540 lb -0.2 47.4 0.50 Waters: 2413 lb SAND 1 14980 lb 14980 lb 14980 lb 0.0 780.9 5.50 Total: 38039 lb TYPE 1/II 4950 lb 4950 lb 4950 lb 0.0 Wat/Cem: 0.487 WATER 186 6 • 186 6 186 6 0.0 1.549.4 Add: 50 6 MICRO-AIR 35 fl.oz 35 fl.oz 35 fl.oz 0.0 122-HE 1192 fl.oz 1192 fl.oz 1192 fl.oz 0.0 06:28:30 013•-28--01 ZONING PERMIT 5/_ Ph IT IS THE APPLICANTS RESPONSIBILITY TO FURNISH THE FOLLOWING INFORMATION: PROPERTY LOCATION .S% PHEASANT RUN MAp028 LOT 005- 0,c2_ PROPERTY OWNER D'AMATO BROS BUB DFRS CONTRACTOR WATCH H 1l I BU l l DFRS CONTRACTOR LICENSE# 111 }t r.. 00131 CONTACT ADDRESS 183 QUARRY RD, MILFORD CT. 06/160 TELEPHONE 203-877-3276 ZONE LOT AREAS 3,7 7Z1 RTRUCTURE AREA 1600 S.F HEIGHT 22 NATURE OF REQUESTIPROPOSED USE SINGLE FAMILY HOME A*KITCM,OS PSSVW1 TWO COP.OP PLANS DRAWN TO A KALI OP AT LWT r=N'$NOW 1211010 11010 OP Ti!LOT,1112 SIM, ASIA, AND LOCATION Or 10.111 1, PROPOS., PSSICIPAL AND ACCETTOST UNCTSSJ$, DWIMWATS, SA ITTAST PACILIT!i AND ITATET SSPPLV, PAMM PACRJTns, AIM A0$AC!NT mom OI$7ANC1t OP POOPO.= $IlAC1S1tt PION PSOPMITV LINOS AND W$TUA $. A PLAN PIf*MIND!7 A CO C17 ImIUT111 0 LAND$111.1.0.1 UAW TO S1g1lII1S- TNT PSOPOS■s Si 014.1110 ADO.SHALL POT WI*OUTWIT.Tom AN ACTSAL CIC11.OP COMM.=N WO.IN TS Commonest OS ITS APPOINT. Office use only YES NIA SKETCH PLAN OR GRADING PLAN 0 0 HEALTH DISTRICT APPROVAL Cl 0 STATE HIGHWAY PERMIT 0 0 LANDS PERMIT 0 0 AS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY 0 0 HAS BOND BEEN FILED 0 0 FEE /{ASH/CHECK# 0 ZONING PERMIT NUMBER©-a5 5 OR ❑WA EXPIRATION DATE dl i 206/ THE APPLICANT IS RESPONSIBLE FOR AND AGREES TO: 1. ADHERE TO AU.THE APPLICABLE REQUIREMENTS OF THE ZONING REGULATIONS. 2. FURNISH ALL NECESSARY INFORMAT•. AND DOCUMENTATION TO PROCESS APPLICATION. 3. NOTIFY THE COMPASSION OR - --Old ED AGENT OF ANY ALTERATION IN THE PLANS. 4. CALI�FOR FINAL IN P C •N_ • ! REQUEST CERTIFICATE OF COMPjIANCE BEFORE ISSUANCE OF C. O. APPUCANTS SIGNATURE ` _ DATE: \\-\-0° 7,7,-e-77. 1 .0 DATE t/ ZZtO DATE COMMISSION AGENT CERTIFICATE OF COMPLIANCE THIS SIGNED PERMIT AUTHORIZES THE APPUCANT TO PROCEED TO THE BUILDING DEPARTMENT FOR ANY REQUIRED PERMITS THE SIGNED CERTIFICATE OF COMPLIANCE IS NEEDED PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUFD BY THE BWLDING 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 I I MECcheck COMPLIANCE REPORT I I 1995 CABO Model Energy Code I Permit # I MECcheck Software Version 2.07 Release 2 I I I I Checked by/Date I I I CITY: Bridgeport STATE: Connecticut HDD: 5537 CONSTRUCTION TYPE: Single Family DATE: 7-31-2000 TITLE: SALEM COMPANY INFORMATION: D'AMATO BROS. COMPLIANCE: PASSES Required UA = 337 Your Home = 269 20.2% Better Than MEC Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS: Raised Truss 768 30.0 0.0 25 WALLS: Wood Frame, 24" O.C. 1789 19.0 0.0 106 GLAZING: Windows or Doors 171 0.530 91 DOORS 18 0.280 5 DOORS 38 0.160 6 FLOORS: Over Unconditioned Space 768 19.0 0.0 36 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 T.- W ' WEBB COMPANY RESIDENTIAL HEAT LOWGAIN iLCULATIoNS- PEPARED BY FIRST CLASS MECH p ?ROJECT # : 124721 BY FIRSTCLS ENTERED 02/25/99 BLD L . NAME :STERLING GAIN BTU: 26426 ?. LOCATION :MONTVILLE GAIN CMF: 881 3. HI DESIGN TMP: 91 8 .GRND TEMP 50 LOSS BTU: 41405 1. LO DESIGN TMP: -10 9.COOL AIR TMP: 50 LOSS CFM: 782 i. ROOM TEMP 71 10.WARM AIR TMP: 120 BASEBRD' : 76 i. LEEWAY 10 TONNAGE : 2 .2 7. # OF PEOPLE 4@ (OOM # 1 OF 10 41 .WALL G DELTA 2( .2.ROOM NAME :ENTRY 42 .WALL L DELTA 8: 43. FLOOR G DELTA : 2( 44 . FLOOR L DELTA : 81 45.CEILNG G DLTA : C 46.CEILNG L DLTA : C 47 .BELW GRD DLTA : 21 3.EXT WALL LEN : 14 24 . FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 4.EXT WALL HGT : 8 25.HEAT/CL BELOW : N 36.MISC BTU LOSS : 5.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37 .BASEBD BTU/FT : 58C 6.WINDOW SQ FT : 0 27 .HEAT/CL ABOVE? : Y 38 .PEOPLE BTUS 40C 7.WINDOW GLASS : D 28 . SKY LGHT SQ FT: 0 : . 00 8.DOOR SQ FT 21 29. SKY LGHT TYPE : D ***TOTALS FOR ROOM******* 9.DOOR R-FCTR 2 30 .AIR CHGS/HOUR : . 50 * GAIN BTU: 531 0.N,NE,E, SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 18 1 .WIN. SHADING : N 32 .LIGHTS (WATTS) : * LOSS BTU: 1959 2.% BELOW GRADE: 0 33 .KITCHEN(Y/N) N * LOSS CFM: 37 3.FLOOR SQ FT 40 34 .BATH(Y*N) N * BASEBRD' : 4 QOM # 2 OF 10 41 .WALL G DELTA 20 2.ROOM NAME :BREAK/KITCHEN 42 .WALL L DELTA 81 43. FLOOR G DELTA : 20 44 . FLOOR L DELTA : 81 45.CEILNG G DLTA : 20 46.CEILNG L DLTA : 81 47 .BELW GRD DLTA : 21 3.EXT WALL LEN : 29 24 . FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 4 .EXT WALL HGT : 8 25.HEAT/CL BELOW : N 36.MISC BTU LOSS : 5.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37.BASEBD BTU/FT : 580 6.WINDOW SQ FT : 9 27 .HEAT/CL ABOVE?: N 38 .PEOPLE BTUS 400 7 .WINDOW GLASS : D 28 . SKY LGHT SQ FT: 0 : . 00 8.DOOR SQ FT 21 29. SKY LGHT TYPE : D ***TOTALS FOR ROOM******* 9.DOOR R-FCTR 2 30.AIR CHGS/HOUR : . 50 * GAIN BTU: 3869 0.N,NE, E, SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 129 1.WIN. SHADING : N 32. LIGHTS (WATTS) : * LOSS BTU: 5908 2 .% BELOW GRADE: 0 33.KITCHEN(Y/N) Y * LOSS CFM: 112 3. FLOOR SQ FT 204 34 .BATH (Y*N) N * BASEBRD' : 11 (HE[JROOM # 3 OF 10 41 .WALL G DELTA : 2.ROOM NAME :DINING 42 .WALL L DELTA 81 43. FLOOR G DELTA : 20 44 .FLOOR L DELTA : 81 45.CEILNG G DLTA : 20 46.CEILNG L DLTA : 81 L4 .10,WALL HGT : zs GJ.HE A'1'/CL BELOW : N 36.MISC BTU LOSS : I5:14/ALL R-FCTR 14 26.CEILING R-FCTR: 19 37 .BASEBD BTU/FT : L l6.WINDOW SQ FT : 15 27.HEAT/CL ABOVE?: N 38 .PEOPLE BTUS 4 L7.WINDOW GLASS : D 28 . SKY LGHT SQ FT: 0 : . 00 1.8.DOOR SQ FT 0 29.SKY LGHT TYPE : D ***TOTALS FOR ROOM***** L9.DOOR R-FCTR 2 30.AIR CHGS/HOUR : . 50 * GAIN BTU: 1992 ?O.N,NE,E, SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 66 ?1.WIN. SHADING : N 32 .LIGHTS (WATTS) : * LOSS BTU: 3936 ?2.% BELOW GRADE: 0 33 .KITCHEN(Y/N) N * LOSS CFM: 74 ?3.FLOOR SQ FT 132 34 .BATH(Y*N) N * BASEBRD' : 7 LOOM # : 4 OF 10 41 .WALL G DELTA 1.2.ROOM NAME :LR 42.WALL L DELTA . 43. FLOOR G DELTA : 44.FLOOR L DELTA : 45.CEILNG G DLTA : 46.CEILNG L DLTA : 1 .3.EXT WALL LEN : 23 24 . FLOOR R-FACTOR: 19 35.MISC BTU GAIN : !4.EXT WALL HGT : 8 25.HEAT/CL BELOW : N 36.MISC BTU LOSS : l5.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37 .BASEBD BTU/FT : 5E !6.WINDOW SQ FT : 30 27 .HEAT/CL ABOVE?: N 38.PEOPLE BTUS 4( :7.WINDOW GLASS : D 28 . SKY LGHT SQ FT: 0 : . 00 .8.DOOR SQ FT 0 29. SKY LGHT TYPE : D ***TOTALS FOR ROOM*****4 .9.DOOR R-FCTR 2 30.AIR CHGS/HOUR : . 50 * GAIN BTU: 3025 ?O.N,NE,E, SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 101 ?1 .WIN. SHADING : N 32 .LIGHTS (WATTS) : * LOSS BTU: 4615 '.2 .% BELOW GRADE: 0 33.KITCHEN(Y/N) N * LOSS CFM: 87 ?3.FLOOR SQ FT 132 34 .BATH (Y*N) N * BASEBRD' : 8 tOOM # 5 OF 10 41 .WALL G DELTA 2 .2.ROOM NAME : FAM RM 42 .WALL L DELTA 8 43. FLOOR G DELTA : 2 44 .FLOOR L DELTA : 8 45.CEILNG G DLTA : 2 46.CEILNG L DLTA : 8 47.BELW GRD DLTA : 3.EXT WALL LEN : 32 24 . FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 2 4 .EXT WALL HGT : 8 25.HEAT/CL BELOW : N 36.MISC BTU LOSS : 5.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37 .BASEBD BTU/FT : 58 6.WINDOW SQ FT : 42 27 .HEAT/CL ABOVE?: N 38.PEOPLE BTUS 401 7.WINDOW GLASS : D 28 . SKY LGHT SQ FT: 0 : . 00 8.DOOR SQ FT 0 29. SKY LGHT TYPE : D ***TOTALS FOR ROOM******' 9.DOOR R-FCTR 2 30.AIR CHGS/HOUR : .50 * GAIN BTU: 4513 O.N,NE,E, SE. _ . : S 31 .EXTRA PEOPLE * GAIN CFM: 150 1 .WIN. SHADING : N 32 .LIGHTS (WATTS) : * LOSS BTU: 7323 2.% BELOW GRADE: 0 33.KITCHEN(Y/N) N * LOSS CFM: 138 3.FLOOR SQ FT : 240 34 .BATH (Y*N) N BASEBRD' : 13 - [HO[JROOM # 6 OF 10 41 .WALL G DELTA 2.ROOM NAME :MAST BED 42 .WALL L DELTA 81 43. FLOOR G DELTA : C 44 . FLOOR L DELTA : C 45.CEILNG G DLTA : 20 46.CEILNG L DLTA : 81 47.BELW GRD DLTA : 21 r 1.EXT WALL LEN : 30 24. FLOOR R-FACTOR: 19 35.MISC BTU GAIN : I .EXT WALL HGT 8 25.HEAT/CL BELOW : Y 36.MISC BTU LOSS : t [( I 1,6.WINDOW SQ FT : 30 27 .HEAT/CL ABOVE?: N 38 . PEOPLE BTUS 4 17.WINDOW GLASS : D 28 . SKY LGHT SQ FT: 0 : . 0O 18 .DOOR SQ FT 0 29 .SKY LGHT TYPE : D ***TOTALS FOR ROOM***** 19.DOOR R-FCTR 2 30.AIR CHGS/HOUR : _50 * GAIN BTU: 3321 20.N,NE,E, SE. . . : S 31.EXTRA PEOPLE * GAIN CFM: 111 21 .WIN. SHADING : N 32 .LIGHTS (WATTS) : * LOSS BTU: 5374 22. % BELOW GRADE: 0 33.KITCHEN(Y/N) N * LOSS CFM: 102 23.FLOOR SQ FT 224 34 .BATH(Y*N) N * BASEBRD' : 10 ROOM # 7 OF 10 41 .WALL G DELTA . 12.ROOM NAME :BED2 42.WALL L DELTA . 43. FLOOR G DELTA : 44 . FLOOR L DELTA : 45.CEILNG G DLTA : 46.CEILNG L DLTA : 47 .BELW GRD DLTA : 13.EXT WALL LEN : 24 24 .FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 14 .EXT WALL HGT : 8 25.HEAT/CL BELOW : Y 36.MISC BTU LOSS : 15.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37 .BASEBD BTU/FT : 5 16.WINDOW SQ FT : 30 27 .HEAT/CL ABOVE?: N 38 . PEOPLE BTUS 4 17.WINDOW GLASS : D 28. SKY LGHT SQ FT: 0 : . 00 18.DOOR SQ FT 0 29.SKY LGHT TYPE : D ***TOTALS FOR ROOM***** 19.DOOR R-FCTR 2 30.AIR CHGS/HOUR : . 50 * GAIN BTU: 2928 20.N,NE,E, SE_ . . : S 31 .EXTRA PEOPLE * GAIN CFM: 98 21.WIN. SHADING : N 32 .LIGHTS (WATTS) : * LOSS BTU; 4169 22.% BELOW GRADE: 0 33 .KITCHEN(Y/N) N * LOSS CFM: 79 23.FLOOR SQ FT 143 34 .BATH(Y*N) N * BASEBRD' : 8 ROOM # 8 OF 10 41 .WALL G DELTA . 12.ROOM NAME :BED3 42 .WALL L DELTA . 43 . FLOOR G DELTA : 44 . FLOOR L DELTA : 45.CEILNG G DLTA : 46.CEILNG L DLTA : 47 .BELW GRD DLTA : 13.EXT WALL LEN : 25 24 . FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 14.EXT WALL HGT : 8 25.HEAT/CL BELOW : Y 36.MISC BTU LOSS : 15.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37 .BASEBD BTU/FT : 5 16.WINDOW SQ FT : 30 27 .HEAT/CL ABOVE?: N 38 .PEOPLE BTUS _ 4 17.WINDOW GLASS : D 28 .SKY LGHT SQ FT: 0 : .00 18.DOOR SQ FT 0 29.SKY LGHT TYPE : D ***TOTALS FOR ROOM***** 19.DOOR R-FCTR 2 30.AIR CHGS/HOUR : . 50 * GAIN BTU: 2940 20.N,NE, E, SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 98 21 .WIN. SHADING : N 32.LIGHTS (WATTS) : * LOSS BTU: 4220 22 .% BELOW GRADE: 0 33.KITCHEN(Y/N) N * LOSS CFM: 80 23. FLOOR SQ FT 143 34 .BATH (Y*N) N * BASEBRD' : 8 2[HO[JROOM # 9 OF 10 41 .WALL G DELTA 12 .ROOM NAME :MAST BATH 42 .WALL L DELTA . 43 . FLOOR G DELTA : 44 . FLOOR L DELTA : 45.CEILNG G DLTA : 46.CEILNG L DLTA : 47 .BELW GRD DLTA : 13.EXT WALL LEN : 15 24 .FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 14.EXT WALL HGT : 8 25.HEAT/CL BELOW : Y 36.MISC BTU LOSS : 15.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37 .BASEBD BTU/FT : S 16.WINDOW SQ FT : 6 27 .HEAT/CL ABOVE?: N 38 .PEOPLE BTUS 4 4 '18:,DOOR SQ FT 0 29.SKY LGHT TYPE 19.DOOR R-FCTR 2 D ***TOTALS FOR ROOM***" 30.AIR CHGS/HOUR : .50 * GAIN BTU: 821 20.N,NE,E, SE. . . : S 31 .EXTRA PEOPLE 21 .WIN. SHADING : N 32.LIGHTS (WATTS) : * GAIN CFM: 57 22.% BELOW GRADE: 0 33.KITCHEN(Y/N) N * LOSS CFM; 1631 23.FLOOR SQ FT 56 34 .BATH(Y*N) N * 3 BASEBRb 3 3 ROOM # 10 OF 10 - 12 .ROOM NAME :MAIN BATH 41 .WALL G DELTA 42.WALL L DELTA . 43. FLOOR G DELTA : 44 . FLOOR L DELTA : 45.CEILNG G DLTA : 46.CEILNG L DLTA : 47 .BELW GRD DLTA : 13.EXT WALL LEN : 17 24 .FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 14 .EXT WALL HGT : 8 25.HEAT/CL BELOW : 15.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37 .BASEBDTU BTU/FT : 16.WINDOW SQ FT : 6 27.HEAT/CL ABOVE?: 17 •WINDOW GLASS : D 28. SKY LGHT SQ FT: 0 3800EOPLE BTUS 18.DOOR SQ FT 0 29.SKY LGHT TYPE *** D TOTALS FOR ROOM****' 19.DOOR R-FCTR : 2 30.AIR CHGS/HOUR : . 50 * GAIN BTU: 886 20.N,NE,E, SE. • , : S 31 .EXTRA PEOPLE * GAIN 30 21 .WIN. SHADING : N 32 .LIGHTS (WATTS) : LOSS CFM: 44 22 .% BELOW GRADE: 0 33_KITCHEN(Y/N) N * LOSS BTU:M2242 23.FLOOR SQ FT 66 34 .BATH (Y*N) * LOSS CFM: 42 Y BASEBRD 4 [HO[J2 Is-oKseni• 678 I}1NK f 1 300 11 : W000 Si7'l17CWUr' S INC.. 01:5'erFAD M 4.0-32 s Afar.3 1••• •i ":ustnes, e. - r. . :. . • - -1.4.C_ 7-C.d _ _i[d-q 2x7.1 Z 294.0 /-40 7-44 5-7-12 'tottfJ+i,, 5-7-12 744 1-4 �� v, • Zj �! 4x4c p4OF41IF `�•-, Q\E'�+ 1�• i4C• /'• *• �- ! . `�' •''1, 5 STc?nENWCASLER . %' 'sx5 1 _ .x :"" No- 5292 '1 *--; 3x5 CIVIL M ! J A �. } ;.� 5.00 1Z: '4 No.31927 `" _• e-. . 1 x4�� e g 9p 9� �O �'..�� !�F�,,STS �C� `` .� ., 1x4/, AFs C/ST , Www . i ---E \��` 3 7 S/0,#.A`titre . vi '`'�.uiisttittti'% ./iAlldilIllbllib 17-1.00200 ) \\ '6. liiiiiiP 12 11 10 .* 3x4= 3x4= 3x4= \--Ste detail Below See Detail Below.J • '.o•o-0 • 18.4'0 28-00 ( 10-0.0 8-0-0 l 10.0.0 P.a:e Orims (X.YJ: /2:0• Y' Cge.i :.-I .eo ai. 1• -i• LOADING(Dail I SPACING 2-0-0 Cs1 DEF(, 5n) (lac) )/detl PLATES GR$P TCU. 42.0 Plates Increase 1.15 TC 0.83 Venal.) -010 12 >999 M20 1 a9/183 i COL 7.0 I Lumber increase 1,15 H:: 0.84 Vert(YLi -0.39, 2-12 >884 BCL. 0.0 Rap Strata lncr YES W8 0.48 Horz(TL) 0.10' 9 Ws SCOL 10.0 i Coda BOCA/ANSI95 1st LC U.Mn I/d.f . 240 Weight: 114 m LUMBER G TOP CHORD 2 X 4 SYP M 19 2-8-15 on cantor pacing. 80T CHORD 2 X 4 SYP M 19 �yp �tq • �,,, pur6n+ WEBS 2 X 4 SK-S Stud 5FEN W r iFER ' 'fir*pow sr 104-0 on cantor bracing. WEDGE Left;2 X 4 SPF N.).2.FSpht: 2 x 4 SAF No.2 RFACT1ONS (lbittze) 2=1780/0-3-8,9=1780/0.3-8 .41-M Max Gray 2=1931118W cess 41.8=1831 j1oad sass 4 f{;a s wlr FORCES (is)•Fust Load Case Only ���,,,, +� TOP CHORD 1-2=24.2-3=-3C00,3-4=•2539, 4-5=-2538, 5.8 25See•7= • :•-3�97i-9 •4 SOT CHORD 2-12=2784, 11.12=1803. 10-11=1903.8-10=2 .4 �.�!'•"�''+• Y.cr3S 3-12=-829. 512=]81, 5-10=781, 7-10=-829 ,,,est Qt lir '•..... NOTES 'eve~ 4,.•P'`�S► ,,...,,': 4, P. 11 Thi truss has been ahsakd for unb&encvd loodin0 condrtic s. 2. " •.Aal.y Z AO pitted are M20 pastas unless otherwise)ndicated. REGISTERED 4,5�. • • •• 6i 3)This truss has been designed•.eith ANSI/TP1 1.1995 criteria. PROFESSIONAL ENGINEER STEPHENLW. ;y s cAsl.�R : LOAD CASES) Standard ern o!sic LOAbPiG: _ : No. 6548 : . Ta.L,TOTAL(PSF) y ..c y 42/88 24' or.. VO;les.fie..ENS e 53/74 19._2'oc �`�y.'SGS osNyir 63/89 0 18 x �. 4ar,.h.. . 4110- ©c COL,gt ir. • t pw. tt{81111l1�N/ Cl r `fit �'\,Jr.'•...,.eJ� •�jw!/f'r it; re 1 � ■ .... i I ,..,.4 . 62 j . • V . .'d I \ /14. . r. p' LA I STEP EN W tir.A."z 'fie. 1 t4Z i2' MAY. :_• P gr 2 •pisir t�..4"std t''�'� to �aao . Cor 4850 Z gCrinp� te •' 41/0 wa ► APR 41�'ltiti rues type O Ply 4 Y'1CtCb 522 1OUEENPOST 300 1 STOCKS e i wood structures Inc. P 3.300 s May 26 1995 MTek Industries,Inc. Mon Jun 12 10:28:26 1995 I •.., i -1.4.0 I 4.6.0 t 11.0-0 t:4-0 15-44) i 224-0 ,�•sssN..sari,�4 684 4.40 1231-0 i ``,,, CON/t. ,,f,, 440 e6-0 1-4-0 '; • ••• C I ������ W.• C:Cl, �i.5`- OF r<tgss 1' '. . j:� �" ���r�G—+= 4x4_ ��� STEPHEN W. �c " �: t CABLERLA ;� 7 `: = Cwt 2 No 31317 v) 96. .' '� � 3 • r ' 1194' ' pr'FC/ST Se' 4<tif: F'•: /cRUs�J. ���; z SS � . 4P, tri �� , J`% • :I �0 lav r ~ 7= 3x4= '% d } SEE DETAIL _ • - JUN 2 3 199 • • 11-1-12; 11-0-0 . 1.1.12 9-70-4 } 2fYio 4 i��i 0-10-4 1-1-12 Piste OEs les aY): (1:0-0-0.0-0-0],15:0-0.0.0.0.01 '• (psi) SPACING 2-0-0 CS! DEFL (in) (loc) I/defi PLATES GRIP • Tat 42 0 Plates Increase 1.15 IC 0.69 Vert(LL) 0.32 6/5 812 M20(20ga) 199/146 '1COL 7.0 Lumber Increase 1.15 BC 0.95 Vert(TL) 0.45 1/7 578 ' 'q .8C L0.0 Rep Stress Mu YES WB 0.38 • • nem 10.0 Code TP1 Hort(T1.} 0.06 5 n/a Min Length/LL den=240 weight:85(Its) BRACING ,�. •'•• 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-6-3 on center purtin spacing. r • 2X4S?PNo,2 BOT CHORD Rigid c ' 2 X 4 SPF Studceiling applied,or 10-00-00 on,.-•,.........•-• • Lent:2 X4,Right:2 X4 ,..•`�OF NE�y y•.y ,,i�i11�rta,..,l�, •PtE OF "ew Y� • V � ` W. },+ _.t• s (ICdsae) 1.1411/0-3-8,5.1411/0-3-8 ���;STEPHEN W .IP +�.1� Q'.•' ,I1 W ��q 4' A o<�•f t • -CHORD 1-2.-2161,2.3•-1631,3-4.-1631,4-5•-2161 r.. •• C A B 1.E R b.1=41. ' ^� • CHORD 54.1964,6-7.1984,1-7=1984 : NO. f)5aS ' t 44 :� No. 5292 �: i $i •i5 , C 2-7.367,3 7=825,4-7=567 / •�` : d'• ` 1-- ::=3 tu w et .. ;.4` . '_ .°'.4.•IN'• ' \ is IS, . 0 '�0 %. • 0 _ E 1 ; ,w r..4,0 1 p,� L' r '" • ffliiiir A.._•'.�" I - " r S'•'BEN W. CABLER .iii ' NA X s tr _ ...../.........:'; = x+ �'ti1y CANT. c w ',;." ( �a " . I.. •• LOADING: ,v•, -"'•+.•• ..•••-..c40 •.lv�.i� F `�.,• "S✓ TC'LL/TGTAL(PSF)42169 24'oc, 53/74 19.2"oc, 63189 16`oc. 44 ONAL AO r •�t .�....�T 1 This I, 1 ►1 r'-{:tSTER:v I designed for a 20 psf bottom chord live load,applied concurrently with all ometyfoads . E��r c *humor the cigar distance between the top of the bottom chord and any other member is 42)nches.or•treater• `� E"�)��t;' ENGINEER - This check conforms with B.O.CA,1993,Section 1606.1.2,Table 1606.1. )'- t; check sus...•. • � - • dee*" and RAID lAD1$ TM MR)=TRW t3 DR WORE U . w with NW tc the canto Itbawd only upon potomeMr rhoWR and I for on..kalltfdual 0 11 b 00 am` ........es......... r.........a....,.. Specify Mehl-Fab 21t 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 • EasyAssembly enables 2" clearance to combustibles. Positive twist lock (6"-12 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 - UL 6"-14" Inner Liner: Stainless Steel 6"-12" Outer Casing: Galvanized or Stainless Steel Temp/Guard 2100° 14" Outer Casing: Aluminized Steel 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 Temp/Guard® ClIimIIeYS Ice Every venting component needed for propel wood, oil, coal or gas appliance installation. a Typical Installations: I I Free Standing Pitched Roof CAP Through-The-Wall Appliance F11„„191 Exterior Vent Open-Beam Ceiling Interior Vent "emu' STORM CAPcAP_` Cain II STORM ' �*�M P AD, COLLAR ( COLLAR S .tom Yit PITCHED SUPPO ` �._ `` {' ! FLASHING CEILING—I. � t PLATE 1 i 2100 �� TRIM SLEEVE \ CHIMNEY WALL RANO FLASHING Aso SINGLE RADIATION -- r I SHIELD111 WALL F1R£STOP IsTovE (12” & 14" � TRIM - SLEEVE i ONLY) ` � ` SINGLE WALL y, F CHIMNEY �` ADAPTER -' Y f TEE w -It., WALL _...... 21000 1 SUPPORT ICHIMNEYLLVV I II INSULATION SHIELD I -- - "` = High Pitched or A-Fr - Masonry Chimney Cathedral Ceiling Extension "IF,..„....,..CEILING CAP SUPPORT CHASE CAP I STOVE COVER STORM WOOD CHASE c PIPE OVER 4 .:. . 2100'CHIMNEY E -^yam. f i - �"--^i. ROOF L _ SUPPORT FIRESTOP ,ANCHOR PLATE ADD MORTAR I TO LEVEL TOP STOVE PIPE OF EXISTING flREPLACE XISTIiG MASONRY yr NOTES: 1. THIS SURVEY AND MAP WERE PREPARED PURSUANT TO THEO -al' REGULATIONS OF CONNECTICUT 'r —- y �'� J��k� f,r �g� STATE AGENCIES SECTIONS , ' - 20-300b-1 THROUGH 20-300b-20 f ,,..i-- -- -' AND THE"STANDARDS FOR SURVEYS '�J -- 6 49 AND MAPS IN THE STATE OF �g6 f ,' ~ - _ - - '- - CONNECTICUT"AS ADOPTED BY �' '~ ' THE CONNECTICUT ASSOCIATION 0 ,' ,' J45.36' _51.10' ~ OF LAND SURVEYORS, INC. ON ,',' •' N 03'20'20" W_.-- - -__96.46` SEPTEMBER 26, 1996. IT IS A ',' r'- ---.---500 DATA ACCUMULATION PLAN 9 _ `` CONFORMING TO HORIZONTAL 9A' ,' '' ,' ,� ,----� �- - -502 ACCURACY CLASS D. NO PROPERTY A ,' 1 .__'J ---I- /BOUNDARY _�- /BOUNDARY OPINION IS PRESENTED ,, •' // " ,'---` - 504 HEREON. THIS MAP IS INTENDED ' J ' - TO DEPICT THE LOCATION OF THE ,' , - ,F';' :` — ..,..7,--,, PROPOSED HOUSE AND GRADING. . ' I ' r' TOPOGRAPHIC INFORMATION 498 ., ,- I ~ 506 DEPICTED HEREON CONFORMS TO ,' 1 LOT' 52 _ 1 TOPOGRAPHIC ACCURACY CLASS T-D. 500. �' 1 I ,'33,975 sq.ft. -1' 508 2. PROPERTY LINE AND .r / 0.780 acres, I `. TOPOGRAPHIC INFORMATION SHOWN ' ' I ' ' HEREON IS BASED ON CLASS A-2 5O9' 1 51 SUBDIVISION PLANS ENTITLED: "ROBIN HILL ESTATES PREPARED FOR co I OWNER/DEVELOPER DIOLINDA AND w I ,' FOOTING` DRAIN OUTLET I 1 z ` LOT 51 ALEJO ORTEGA LOCATED ON `O i INV. =1508.0' 1 ` BLACK ASH SWAMP ROAD, MONTVILLE 50h o J~ I ,,'f -i ti CONNECTICUT" BY JOHN KOPKO JR. r ` O 4 & ASSOCIATES, DATED JAN. 1990 / ' AND REVISED JULY 1990. ' r<1 1 512 3. THIS PARCEL IS ZONED R40. 5p6 a I 1 IT WAS APPROVED IN I I I 1 ACCORDANCE WITH SECTION 5.5 24' X' 24' FUTURE OF THE MONTVILLE ZONING SHED OR, POOL AREA REGULATIONS AMENDED THROUGH ,` AUGUST 1, 1988 AS A 508 , ,,,/i— ' \ \ t), CLUSTER SUBDIVISION. SETBACKS 0 I I r Q It 51 ARE GENERALLY: FRONT 40'; —I ! SIDE 12'; REAR 40'. I 10 I S\O�f W SF-71\ 03 c./4� o \_ _____' 0o oI *� 1 10'x12' WOOD Sit 1- _ . r LO '` 1 DECK & STEPS 40 FEET 0 20 40 ■111111111 514- di 32.0 9 . 7 .22.0' SCALE: 1"=40' I I o F.F. ELEV. = 519.0 N 1 Ul �, I A PROPOSED HOUSE GAR. ELEV = 517.0 N I 1 32.0',- ,, • << PORCH o 22,0' (11 5'\6 \ I , PLR RbTI/1 1 516___ 514 _7. -- L_=4I 2fi fi5 __. __.._ 111_03 _ _- L=18.97' NO3'20'20"W 378.68' (TOTAL), J LEGEND PHEASANT RUN '� •. ------ -- -- PROPERTY/STREET LINE ` YARD/SETBACK LINE 432 EXISTING CONTOUR (MA PROPOSED CONTOUR / _— SF SILT FENCE -- -- --- r - FD-- FOOTING DRAIN 514--- -- - 516 - . _-_ -. A=20'01'40" R=170.00 T=30.02 DATA ACCUMULATION PLAN L=59.42 PLOT PLAN LOT 52 ROBIN HILL ESTATES #56 PHEASANT RUN TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP MONTVILLE, CONNECTICUT IS SUBSTANTIALLY CORRECT AS NOTED HEREON. SCALE: 1 ”.=40' DATE: JULY 5, 2000 �� c --) BY: BENNETT & SMILAS ENGINEERING, INC. Z.,,Z,.// - �C/w� � � 415 KILLINGWORTH ROAD, HIGGANUM, CT MICHAEL J. BENNETT/ R.L.S. #10831