Loading...
HomeMy WebLinkAboutSFR 2000 Town of Montvill Building Department Phone: 848-7166 310 Norwich New London Tpke Fax: 848-7231 Building / Trades Permit Permit Number BP2000-6 Permit Date 1/6/00 Permit Type Building Permit Code R2 Job Street# 26 Job Location Partridge Hollow Map/Block-Lot 028/005-075 Job Description Single Family Residence Owner D'Amato Bros. Builders Mailing Address P.O.Box 3063 City Milford State Ct. Zip 06460 Telephone 203/877-3276 Contractor Watch Hill Builders LLC *Mailing Address P.O.Box 3060 *City Milford *State Ct. *Zip06460 *Telephone 203/874/5992 Lic/Reg Number 00131 Lic/Reg Type N.H.C. Expiration Date Use Group R4 Size 2136 sq.ft. Type Construction 5B Building Value $149,380.00 Building Fee $898.00 Plumbing Value $7,489.00 Plumbing Fee $46.00 Heating Value $7,469.00 Heating Fee $46.00 Electrical Value $5,975.20 Electrical Fee $34.00 A/C Value $2,987.60 A/C Fee $16.00 Other Value $0.00 Other Fee $0.00 Total Values $173,280.80 State Ed Fee $27.72 C/O Fee $10.00 Plan Review Fee $89.80 Total Fees [ $1,167.52 Building Official's Signat :. / f.' ,� • / — i Date l 3 l (Jo Required Inspection © Footings-Prior to pouring concrete r! Rough Heating and Air Conditioning ® Footing Drains/Waterproofing-Prior to backfill ❑ Chimney-One flue above thimble © Framing ❑ Fireplace-Throat ® Rough Electrical ® Fireplace-Final ® Electrical Service WI Firestopping/Draftstopping ✓ Rough Plumbing - Leak test required kJ Insulation ❑ Pool Bonding and Electric VFinal Inspection for Certificate of Occupancy-PRIOR to Use or Occupancy Town of Montville Building Department P(d cSa ' 310 Norwich New London Tpke. K Uncasville, Ct. 06382 Tel. 848-7166 Fax 848-7231 Application for Building or Trades Permit Owner: D'AMATO RROS BUD 1)ERS MailingAddress: P.O BOX 3063 City:MILFORD StateCT. Zip 06460 Te/:203 /877 / 3276 Job Location: z.6 Pi✓--t-r,to(5 a rlo l,o Map/Block-Lot pa / OOS -- D 7S Contractor:WATCH HII L BUII flFRS LI Wailing Address: P.O. BOX 3060 t City: MILFORD State: CT. Zip: 06460 Tel: 203 % 874 / 5992 Type of Permit WI New Single Family ❑New Two Family ❑Addition ❑ Commercial ❑Industrial Alteration ® Garage ❑ Carport IDShed a Roofing MAir Conditioning 101 Plumbing INi Heating UZI Electrical ElGas Retaining Wall (g Deck ❑ Pool ❑Patio ElPorch ❑Demolition IDSiding ( Windows ElFireplace Chimney Job Description/Materials:, SINGLE FAMILY HOME Size Type of Heat OIL HOT AIR 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 and that I am authorized to make application for a permit for such work as described above. New Home Construction Contracto : you ntered into a contract with the consumer for the proposed work? a Yes ❑No Owner/Agent Signature Date / / Contractors License/Registratio T pe Numbe N.H.0 00131 • Construction Value Fee Building $ I y3!0 a 0,2 $ $ve'o 64-,r Plumbing $ 71 U t . 00 $ y6, o o Heating $ 11417Ci , 03 $ Lii, u J Electrical $ c 115, Z c.) $ 3 9,„ o Air Conditioning $ )c 1- ,Q $ i(� o:.) Other $ $ Certificate of Occupancy $ /0.00 Plan Review Fee $ Q?4t.) State Education Fee $ D 7.7Z Total. $ /7 ,141D,�6 $ 1 )(a1 . 5Z_ Town of Montville Building Department 310 Norwich New London Rd. Uncasville Ct. 06382 848-7166 Q.a , @QX 30(03 1(,f'—c)RA/ Cr ao(46 C: RE: c`�6 PAziR -kiOuOL'3 U (3—"Z c 7 00-Y2- C 0 pY Job Description: _'j 1 6 C- ra IL C-u-try-7 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): N9iN(7,4reyw /fit/ l /67..52 We will keep all documents received to date on file and renew your application when you have furnished all the required data. Vernon D. Vese I Building Official RESIDENTIAL PERMIT CALCULATION (STANDARD) Ranch Square Feet $/SF Total $ 60 $ Raised Ranch $ 60 $ Lower Lvl Finished $ 60 $ Unfinished $ 35 $ Cape $ 65 $ Second Fl Finished $ 40 $ - Second Fl Unfinished $ 25 $ Two Story 1052 $ 75 $ 78,900.00 Second Fl Finished 1084 $ 45 $ 48,780.00 Second Fl Unfinished $ 30 $ - Attached Garage 440 $ 20 $ 8,800.00 Garage Under $ 15 $ - Detached Garage $ 25 $ - Covered Porch 140 $ 15 $ 2,100.00 Wood Deck 120 $ 15 $ 1,800.00 Concrete Patio $ 14 $ - Fireplace 1 $ 2,500 $ 2,500.00 Stick Chimney $ 2,500 $ - Shed Dormer $ 4,500 $ - Front Dormer-Window type $ 950 $ - Extra Full Bath 1 $ 4,000 $ 4,000.00 1/2 Bath 1 $ 2,500 $ 2,500.00 Storage Shed $ 10 $ - Sunroom $ 25 $ - Other: $ $ $ TOTAL BUILDING CONSTRUCTION COST $ 149,380.00 PERMIT FEE Building $ 149,380.00 $ 898.00 Y Plumbing $ 7,469.00 $ 46.00 Y Heating $ 7,469.00 $ 46.00 Y Electrical $ 5,975.20 $ 34.00 Y Air Conditioning $ 2,987.60 $ 16.00 Other CO Fee $ 10.00 Plan Review $ 89.80 State Ed Fee $ 173,280.80 $ 27.72 Total Fees $ 1,167.52 CABO 1 aZ 2 Family(Plan Wcview Check List `Yes No 1) 301 Design Criteria .l_2) 303.1 glazing for habitable rooms / r ✓ 3) 303.3 grazing in bathrooms 4_.- (1 / - 303.4 Stairway illumination f- � l� NJ _i„,---5-1 303.4 Stairway dight activation X Pb = I/ 30' 6) 303.6quired2feating 7) 304 Minimum room size _✓ 8) 305.1 Minimum ceiling height 1\1/1„...-A9) 305.2 7feight effect on room area ✓/10 306.1 `Water closet, lavatory and tub or shower E _ 11) 306.2 Kitchen area and sink _,..-'42) 306.3 Sewage disposal system &✓LL RC-P4 AI Al E 0 ✓/13) 306.4 7fot eZ cord water -✓ 14) 308.4 Glazing in hazardous locations X479//1 j #1�/' V 15) 309.1 garage/dwelling opening protection 16) 309.2 garage/dwelling separation R S4/4 _✓ 17) 309.3 Garage and carportfloor surface and slope 18) 310.1 squired e.Xit 19) 310.2 Emergency egress required 7 20) 310.2.1 Minimum size for emergency egress —rA21) 310.3 1)nder stair protection V, 22) 311.1 Minimum hallway width 23) 312.1 required landings ___,,v 23) 313. Ramp slope, landings, handrails ✓j 25) 314 Stair detail-winders-spiral stair-circular stair x/` 26) 315 7fandrails- Guardrails V 27) 316 Smoke detectors $✓ 28) 316.1.1. Smoke detectors for additions or alterations Nf 29) 320 Two family dwelling separation assemblies i/A 30) 321 Vapor retarder —31) 322 (Protection against decay ✓ 32) 403.1 Foundations(1 footings / 33) 404.1.2 'Foundation wall design, backfill- _34) 405.1 Foundation drains 4T7A0I-IFJ 5) 406 Foundation Waterproofing/damp proofing .✓3¢) 409.1 C rata-space ventilation 37) 409.2 C rawl space access fr ✓ 38) 502 Floor framing-spans, bearing, blocking, bridging, 39) 602 Wall-framing-bearing, stud spacing,fire stopping, headers 0 (A 40) 602.8 Cripple walls N (A41) 602.8.1 Cripple wad&racing �./fi 42) 604-607 Masonry construction — —43) 703 Exterior covering '''/ 44 802 Wpofframing-design, 6earing, spans, lateral support, 6ridging, trusses, purlins —45) 803 hof sheathing-type, spans, size ✓ 46) 806 Roof ventilation — —47) 807 Attu access FOUNDATIONS TABLE 405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM UNIFIED SOIL VOLUME CHANGE SOIL CLASSIFICATION GROUP SYSTEM SYMBOL DRAINAGE FROST HEAVE SOIL DESCRIPTION CHARACTERISTICS' POTENTIAL POTENTIAL GW Well-graded gravels,gravel sand mixtures,little or no fines. EXPANSION GP Good Low Low — Poorly graded gravels or gravel sand mixtures,little or no fines. Good Low Low Group I SW Well-graded sands,gravelly sands,little or no fines. SP Good Low Low Poorly graded sands or gravelly sands,little or no fines. GM Good Low Low Silty gravels,gravel-sand-silt mixtures. Good Medium Low SM Silty sand,sand-silt mixtures. Good GC Medium LowClayey gravels,gravel-sand-clay mixtures. SC Medium Medium Low Clayey sands,sand-clay mixture. Medium Medium Low ML Inorganic silts and very fine sands,rock flour,silty or clayey Medium fine sands or clayey silts with slight plasticity. High LowGroup[I CL Inorganic clays of low to medium plasticity,gravelly clays, Medium sandy clays,silty clays,lean clays. Medium Medium2 CH Inorganic clays of high plasticity,fat clays. to Low Group III MH Poor Medium High2 Inorganic silts,micaceous or diatomaceous fine sandy or silty Poor soils,elastic silts. High High OL Organic silts and organic silty clays of low plasticity. Poor Group IV ptO { Medium Medium rganic clays of medium to high plasticity,organic silts. Unsatisfactory Medium Pt Peat and other highly organic soils. High For SI: 1 inch=25.4 mm. Unsatisfactory Medium High I The percolation rate for good drainage is over 4 inches per hour,medium drainage is 2 to 4 inches per hour,and poor is less than 2 inches per hour. 2 Dangerous expansion might occur if these two soil types are dry but subject to future wetting. 405.2 Wood foundations. Wood foundations enclosing habit- wall. The parging shall be covered with a bituminous coating, • able or usable spaces located below grade shall be adequately 3 pounds per square yard (1.63 kg/m2) of acrylic modified drained in accordance with Sections 405.2.1 through 405.2.3. cement, 1/8-inch(3.2 mm)coat of surface-bonding mortar com- 405.2.1 Base.A porous layer of gravel,crushed stone or coarse Plying with ASTM C 887 or any material permitted for water- Proofing in Section 406.2.Concrete walls shall be dampproofed sand shall be placed to a minimum thickness of 4 inches (102 mm)under the basement floor.Provision shall be made for auto- by applying any one of the above listed dampproofing materials uratic draining of this layer and the gravel or crushed stone wall or any one of the waterproofing materials listed in Section 406.2 footings. to the exterior of the wall. 405.2.2 Moisture barrier.A 6-mil-thick(0.15 mm)polyethyl- 406.2 Concrete and masonry foundation waterproofing. In condi- ene moisture barrier shall be applied over the porous layer with areas where a high water table or other severe soil-water e basement floor constructed over the polyethylene. tions are known to exist, exterior foundation walls enclosing thhabitable or storage space shall be waterproofed with a mem- 405.2.3 Drainage system. In other than Group I soils, a sump brane extending from the top of the footing to the finished grade. The membrane shall consist of 2-ply hot-mopped felts,55 pound shall be provided to drain the porous layer and footings. The (25 kg)roll roofing,6-mil (0.15 mm)polyvinyl chloride,6-mil sump shall be at least 24 inches (610 mm) in diameter or 20 inches square(0.0129 m2),shall extend at least 24 inches(610 (0.15 mm) polyethylene or 40 mil (1 mm) polymer modified mm)below the bottom of the basement floor and shall be capable asphalt.The joints in the membrane shall be lapped and sealed of positive gravity or mechanical drainage to remove any accu- With an adhesive compatible with the waterproofing membrane. mulated water. The drainage system shall discharge into an 406.3 Dampproofing for wood foundations. Wood founda- approved sewer system or to daylight. tions enclosing habitable or usable spaces located below grade shall be dampproofed in accordance with Sections 406.3.1 through 406.3.5. SECTION 406 406.3.1 Panel joint sealed.Plywood panel joints in the founda FOUNDATION WATERPROOFING tion walls shall be sealed full length with a caulking compound AND DAMPPROOFING capable of producing a moistureproof seal under the conditions 406.1 Concrete and masonry foundation dampproofing, of temperature and moisture content at which it will be applied Except where required to be waterproofed by Section 406.2, and used. foundation walls enclosing habitable or storage space shall be 406.3.2 Below grade moisture barrier. A 6-mil-thick (0.15 dampproofed from the top of the footing to the finished grade. mm) polyethylene film shall be applied over the below-grade Masonry walls shall be dampproofed by applying not less than portion of exterior foundation walls prior to backfilling.Joints in 3/8 inch(9.5 mm)portland cement parging to the exterior of the the polyethylene film shall be lapped 6 inches (153 mm) and 33 F-' W.. WEBB COMPANY RESIDENTIAL HEAT LOS R-ZALCU AT i ONS PREPARED BY FIRST CLASS MECH P ?ROJECT # : 124721 BY FIRSTCLS ENTERED 02/25/99 BLD 1 . NAME :STERLING GAIN BTU: 26426 1 2. 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 77. 10.WARM AIR TMP: 120 BASEBRD' ; 76 i. LEEWAY 10 TONNAGE : 2.2 '. # 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 : ( 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 OOM # 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 F` 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 • `4 .EXT•wALL HGT : d 2b.HEH'1'/CL BELOW : N 36.MISC BTU LOSS : lS:WALL R-FCTR 14 26.CEILING R-FCTR: 19 37.BASEBD BTU/FT 4 16.WINDOW SQ FT : 15 27.HEAT/CL ABOVE?: N 38 .PEOPLE BTUS 4 l7.WINDOW GLASS : D 28 .SKY LGHT SQ FT: 0 : . 00 L8.DOOR SQ FT 0 29.SKY LGHT TYPE : D ***TOTALS FOR ROOM***** 19.DOOR R-FCTR 2 30.AIR CHGS/HOUR : . 50 ?O.N,NE,E, SE. . . * GAIN BTU: 1992 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 12.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 : 14.EXT WALL HGT : 8 25.HEAT/CL BELOW : N 36.MISC BTU LOSS : 1.5.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37.BASEBD BTU/FT : SE 16-WINDOW SQ FT : 30 27 .HEAT/CL ABOVE?: N 38.PEOPLE BTUS 4C :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: 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 LOOM # 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 : 2 3.EXT WALL LEN 32 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 : 581 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 r 2.% BELOW GRADE: 0 33.KITCHEN(Y/N) N * LOSS CFM: 138 3.FLOOR SQ FT : 240 34 .BATH (Y N) N * BASEBRD' : 13 ' [HDIJROOM # : 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 3.EXT WALL LEN : 30 24. FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 21 1 .EXT WALL HGT : 8 25.HEAT/CL BELOW : Y 36.MISC BTU LOSS : , L6.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: 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*** ** 19.000R 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.E 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 ------------------------------------------------- [HO[JROOM # 9 OF 10 41 .WALL C 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 I8,DOOR SQ FT 0 29.SKY LGHT TYPE : D ***TOTALS FOR ROOM 19.DOOR R-FCTR 2 30.AIR CHGS/HOUR : .50 GAIN BTU: ***1 20.N,NE,E, * 821 SE. . . : S 31 .EXTRA PEOPLE * GAIN CFM: 21 .WIN. SHADING : N 32.LIGHTS (WATTS) : * LOSS BTU: 27 22.% BELOW GRADE: 0 33.KITCHEN (Y/N) N * LOSS CFM; 1657 23.FLOOR SQ FT 56 34 .BATH (Y*N) N * BASEBRb' : 31 3 3 ROOM # 10 OF 10 41 .WALL G DELTA 12 .ROOM NAME :MAIN 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 : 17 24 .FLOOR R-FACTOR: 19 35.MISC BTU GAIN : 14 .EXT WALL HGT : 8 25.HEAT/CL BELOW : N 36.MISC BTU LOSS : 15.WALL R-FCTR 14 26.CEILING R-FCTR: 19 37 .BASEBD BTU/FT : 16.WINDOW SQ FT : 6 27.HEAT/CL ABOVE?: Y 38 .PEOPLE BTUS 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: 886 20.N,NE,E, SE. . . : S 31.EXTRA PEOPLE * GAIN CFM: 30 21 .WIN. SHADING : N 32 .LIGHTS (WATTS) : * LOSS BTU: 2244 22 .% BELOW GRADE: 0 33.KITCHEN(Y/N) N * LOSS CFM: 42 23.FLOOR SQ FT 66 34 .BATH (Y*N) Y * BASEBRD' : 4 2[HO[J✓ - r; I JIoo +HissBess lypf 1 Qty Ply wod o5x2 Ip OLIESNPOST 300 1 � STOCKS s p 11000 caudata 3.300 s May 261995 MiTek Industries,Inc. Mon Jun 1210:28:281995 l .1.40 ( 144 1 1100 1 154.0 i 22 .0 234-0 14460110141$41.. sap 0 . . - . i I 4.4.0 6-8-0 1-4-0 • e`• j C p yF•�,, ., O • .< E Vit '•. i �4 m .`ei ysv''s tt� fi, _• 3 : ea CASI.ER rt, . 12.10017.4i4iiiiihir., ''ia4'• 0 1e tv .o0-12 .1) 9 ' O • is . . '/ . i3 1 1x4. Se' Z� �.•.�/C.5NS;p ��"`: 2 1>4 etil C/ST dei • b i i dki li s I hi h i h b..400 .11% s... %NAL t'I'4 ♦ *f*HrrrTlil�J<t>>r�� ."' ;11 400110Will ilk M1111111.1...........A . • I. t Pr'11111EW 7 a 11111111: *% f 3s7= 3x4..• SEE DETAIL - - JUN 2 3 199 11-1.121 11.0-0 I 20-10-4 122.0,01 1-142 9.10-4 0.10-4 1.1.12 t�I_, PMl ill dtrals QC.VI: (1x3'0"0.0-0-03,15:0.0.0.0.0.0) .LOADINGI(psi) SPACING 2-0-0 CSI OEFL (in) (loc) l/defl PLATES GRIP 1 .L 420 Plates Increase 1.15 7C 0.69 Vert(LL) 0.32 6/5 812 M20(20ga) 199/146 MX 7.0 Lumber Increase 1.15 BC 0.95 Vert(1) 0.45 117 578 • t � .BCLL 0.0 Rep Stress lncr YES W8 0.38 Hort(TL) 0.06 5 Na atm •10.0 Code TPt Mtn Length ILL deft=240 Weight:85(lbs) BRACING •,�• '6-'6 2 X 4 SPF No.2 TOP CHORD Sheathed or 2.6.3 on center purtin spacing. •• • • 2 X 4 SYP No.2 BOT CHORD Rigid citing directly applied,or 10-00-00 on. •,...... . 2X4SPFStud 4s,str/I...e,a IV 6,‘� ct HES •..pi, tpitl�t►>!.,r1 PIS OF NEW;:-\\ :. talt2x4. 2x4 ,,,.•`� (�� ..... A •. 0%1OF Ve fit, pL 1 • S (1 ) 1t1;11A.3-8,5=1411/0•3.8 ..•'. Co .9d, : 4,• P.•' W %•./.,#• ' 41 �o CHORD 1-2N-2181,2.3 1631,34=1631,4.s=-2161 2tz: CABLER : r„ •i"- .1.12,:- �: (..k VA • CHCRD 54=1984,9-7.1984,1-7=1984 ; '�`• tt No. rJ2�2 �• tt .� ` • i4 -.- 2-7 -567,3-7-825,4-7=•567 • N O. �✓ $ ••L- ; a-( , 1u . • • t�(S) Sty ',',r _ r• ••.. '."' c.�$�,'• 1.*.:0•57.("0: ��9FC f ��`O ilk*" lk* IP,,OAR °63030 0--42 4.4 toiiimstiltt- `'J��L'h4i' ��` •' �`'�,�5' SZ �A s °FESS10KP4y �y1:tvrirrt<A! ,e 2=j r ry; , a 'Mk �--2"4- wrociE `.. : �,,...• ..-..», •t;� ''ice 1 .• ','� r 5 1 W. CA$EER • r: i .didill s►A y ,• + s.. .. 1 era• MAX - ) >i-�.. ,3 ' CA KT. ' •e;: ,.. : I dile a • i • •.•`• C�� ! DOWN LOADING: `r /4)/ON A�.E�e.�‘�' t TCLUTOTAL(PSF)42/59 @ 24"oc, 53/74 @ 19.2"oc, 63/85 t�16"oc. -1/r� +��1`5S����1� • ►�.Ft;1STEREC } This b'.as has been designed for a 20 psf bottom chord live load,applied concurrently with all tele'loads • - 1) FROFU S IDNAL • 1 Mlfw+wsrthe dear distance between the top of the bottom chord and arty other member is 42 inches,or.greater. ;; Er1GI:�tr1 This check patterns with B.O.C.A.1993,Section 16061.2,Table 1606.1. fee A. l.'DSrtrrwslrrs 4 lad RIAD NOT $ON TAMAIR)MUMWVBEP ORS U . _ • we 41111/viat k canneotaa THY design 8 bow -- •. .. 1Js. zsv.••r.r,1 i n.nr.4wnn 0-W upon Oataesiea*town,and Y ler on bAM0s01 Maxi Ip component••be 111111111111 1STOKSEM. 152a Ir—INK !300 1 ..r- W000 5 TRUCTURCSINC.. Btc3•tra'Is, _ _ •• I y1 •'assns:, C. - •. ;. 1 7-4„4 140-0 20-7-12 nu '1-40 7-4-4 5-7-12 - 8.7.12 7.4.4 1-4 cy ,`/ \' �' >Cr.. .. 4STEPHENW. • .�•. . 6 • CASLER trf. 0x3 CIVIL i t . A :C4 NO. 1292 �; * 34:--- I.• .,014/0.3192790.31927� � 0, . 8.00 1Z: 1x4a S1x4i � C1ST <�� ��? •.9�• ti .'�= ,: .o NO4AL El** \ / 2 ) iiii�1, 12 11 10 11w See Detail Below 3x4= 3x4..- 3x4= See Detail Below 1� 18.0.0 ' 213-0-0�10•D•0 8.4.0 I 10.0.0 .re =•ere - : + . • • .44gc._ '!•t • •.e0Qe1.1•_. i• • -lel df.• • - --e LOADING(oaf I SPACING 2-0-0 CSI DER (in) pool Udell PLATES GRIP TCU. 42.0 Plates Increase 1.18 TO 0.83 Vert(=.) 4.20 12 >999 M20 1119083 7001 7.0 ! Lumb.r'cras=s 1.15 SC 0.84 VertfTL} -0.39, 2-12 >884 BCL. 0.0 Rep Stress Irmo YES W3 0.48 Hort(TU 0.10' 8 n/a 8001 10.0 I Coda BOCA/ANSIsS let LC U.Min Ulan = 240 Weight 114 Ib LUPCORD 2x4sYPM19 • ~ ''-''— SOT CHORD 2 X 4 SYP M 19 g•: - .....•.. ..,,, 2-8-15 en cantor purfin rpa*c. WEBS 2 X 4 SPF-s Stud S TEPH?N 8 ' •�,�*POW a 10-0-0 an center lowing. ER WEDGE Leff;2 X 4 SPF Na.2.Aigtft:2 X 4 SPF Nc.2 REACTIONS frois)zc 2=1780/0.3.8,8=1780!4.3.8 1.611 :aim:1 Max Grey 20113111mnd case 41.9018310ead ease 4 FORCES abl-First Load Cass Oidy =.,, TOP CltORD 1.2.24, 2-3=-3009,3-4=.2838. 4•S=•2538,5-6 125S�Q7- • :.-365 7I.a •4 80T 401•00R0 2-12=2704, 11.12=1903, 10-11-1903.8-10.2 -4 f ••!r•.r.rr� WEBS 3.12=-829. 5-12=781, 5.10=781, 7.10=-829 • • ',ewea.1 0 N£4 L`'•r NOTES ••421.71., `+�� p-Or 1•.06.0*. 174....0•01� 1)This H„s;has boa ohscked for unbalanced Io,dno con3rsione. REGISTERS ; C • as plat=e ora M$Q data unless otherwise indiestad. PROFESSIONAL ENGINEER ti a STEPHEN VI. • '�j 3)Th;s truss has baso designed e.�rithotherwise ANSI/TPI 1.1895 ariteris. CABLE R LOAD CASSIS) Standard ;1 DESIGN LOAi'}1NG: ND. 6548 TCLL/TOTAL 1'5$ 0 r •. 42/39 9 24'oc 'a' �' EN9 °.'��.� ttslurte�I ;�sn4 19.r ec. .�.Ply, .�C � r 67/89 II:-.2010c. a•oc- '��•,;�88/©i, i t►0� 0 COk4i /�j,, � of "�•wr ���tt�s1'»i�ry� :���.l,��4,N WC���,�' �" �� _��, w, � c� �`��0F � ��ir r,�w � pmt�zY4 '!T 't' �. .--...,...-11/2 t ♦ : •to 3 ► _ •_..�! I^'=oy�-'1111111111111.' tIN - o;. /i o� :�4:11‘..c."..% <=' tn': *Iketo IZ fwA,. ''` • t ',A rzil STEP • EN W. Tet_":O.tt N+. rt�i z E ::), ��d �,CANT �tO Q63030 :2 08;;0 'a�,,�nano,•�• Ow Ia�.aNAl� , APR 1419 I ZONING PERMIT ZONING PERMIT NUMBER 99a?YOR []NIA EXPIRATION DATE i,-z'-aoo a APPucANT D'AMATO BRI$ 131)11 DFR S 1 AIPucANrsADDREss183 QUARRY RD Mil FORD CT 06460EPIIONE 203-877-3276 PROPERTY OWNER SAME iT LOCATION 7 b PARTRJDGE HOLLOW . LANAE AREA SF ZONE ASSESSOR'S MAP NUMBER 028-005- t 7$ LOT NUMBER 75-- BUILDING SBUILDING IIT 22' PROPOSED FLOOR AREA 1600 SF NATURE OF REQUEST/PROPOSED use SINGLE FAMILY HOME 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.DRIVEVWRYS,SANITARY FACILITIES AND WATER SUPPLY,PARKING PACILDIES,AND ANENT STETS;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 SE INCLUDED. A PLAN PREPARED BY A CONNECTICUT REGISTERED LAND SURVEYOR MAY BE REQUIRED THE PROPOSED USE SPECIFIED ABOVE SHALL NOT SE AUTHORIZED UNTIL AN ACTUAL CERTIFICATE OF COMPLIANCE IS ISSUED BY THE COMMISSION OR ITS APPOINTED AGENTS. SKETCH PLAN OR GRADING PLAN EYES CUA . . . ...... ... . .. . SEPTIC FERNY OYES NWA DRIVEWAY PERMIT (STATE,LOCAL) 0 YES IA WA WETLANDS PERMIT OYES UFA HAS A VARIANCE EVER BEIM tib FOR THIS PROPERTY OYES WO HAS BOND BEEN FILED IXYES (JWA FEE PAID O CASH p CHECK* O NIA THE APPLICANT AGREES TO: 1 ADHERE TOALL THE APPLICABLE REQUIREMENTS OF THE ZONING REGULATIONS. 2: NOTY THE COMMISSION OR ITS APPOINTED AGENT OF ANY ALTERATION IN THE PLANS. 3. CALL FOR FINAL INSPEND - QUEST CERTIFICATE OF COMPUANCE BEFORE ISSUANCE OFC.O. Ttilt / r/ APPLICANTS SIGNATURE / V/. DATE: ,if-tt.ed/e-c...-- ''"/ /2//f .9 SSION 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 (8484549) AT LEAST 24 HOURS BEFORE CONSTRUCTION BEGINS TO ALLOW ZONING OFFICER TO INSPECT LOCATION. REV. 9/14198 Specify Metal-Fab 21It Application Caution: Intended for use on residential and build- ing heating appliances that operate at continuous tempera- tures below 1000°. * Reduces Chimney • Lightweight Pipe Fire Hazard Eliminates the need for 2100° rating reduces expensive supports. Less potential hazards of a than 1/2 the weight of home fire caused by a packed pipe chimney fire. • Attractive • Space Age Insulation Appearance Designed for the NASA Clean, good-looking space program, provides appearance where pipe is even distribution of flue exposed. gas temperatures and • Easy Assembly enables 2" clearance to Positive twist lock (6"-12 combustibles. enables easy assembly * No Hot Spots from start to finish. Uniform wrap of insulation • Variety of Sizes prevents sags, settling, and voids in pipe. Available in 6", 7", 8", 10 12" and 14" diameters. Vent Materials - tha fi"-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,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 mp/GuOd® CIIim . nøl ..:s Every- venting component needed for pmpei wood, oil, coal or gas appliance installation Typical Installations: Free Standing CAP Pitched Roof Appliance Through-The-Wall Open-Beam Ceiling interior :iasumar1l Exterior Vent Vent °°`•• _ ��}} CAP CAP_ ::.: STORM -" STORM loom / AoMus I r' COLLAR I COLLAR ROOT '�� � l PITCHED' : SUPPO ,4'rj�l (LASHING `PLATE �A5 ZIOG TRIM SLEEVE \ I CHIMNEY WALL BANG FLASHINGE' RADIATION ADAPTS SHIELD WALL STOW (12" 8c 14" \ -..,_..'�.-_\ SLEEVESTOP ONLY) a \�` ` 'ADAPTER `i 1 MINIM MP %VAL,h' 21000 summerI CHIMNEY 'a INSULATION SHIELD i I -------_ High Pitched or A-Fr Masonry Chimney R Extension Cathedral Ceiling CEILING CAP SUPPORT • COYER CA0 STORM �' _ - COLLAR WOOD CHASE C BUtt.T OVER PIPE' J.. ,A4Z CHIMNEY .. E - •,, ROOT •� SUPPORT - FIRESTOP PLATE . `v - ADD MORTAR f- \ - TO LEVEL TOP STOVE PIPE - 4 Of EXISTING�`^:. FIREPLACE . OMMARMWRIFFRFFAImMeall •Z`•,*,, . .. EXISTING MASONRY 4 ZONING PERMIT ZONING PERMIT NUMBER qp 7 3' OR ON/A EXPIRATION DATE /off-.?'-oZOO APPLICANT D'AMATO BROS RI1II fFRS APPLICANTS ADDRESS 183 QUARRY RD MILFORD CT 064&IEPHONE 203-877-3276 PROPERTY OWNER SAME LOCATION Zb PARTRJDGE HOLLOW LOT AREA SF ZONE ASSESSOR'S MAP NUMBER 028-005- 07S LOT NUMBER 7C BUILDING HEIGHT 22' PROPOSED FLOOR AREA 1600 SF NATURE OF REQUEST/PROPOSED USE SINGLE FAMILY HOME 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 ]YES ON/A SEPTIC PERMIT OYES NN/A DRIVEWAY PERMIT (STATE,LOCAL) 0 YES 031 N/A WETLANDS PERMIT DYES [rA HAS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY OYES NNO HAS BOND BEEN FILED C4YES ON/A FEE PAID 0 CASH ❑ CHECK* 0 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 ANYALTERATION IN THE PLANS. 3. CALL FOR FINAL INSPECT' ND = QUEST CERTIFICATE OF COMPLIANCE BEFORE ISSUANCE OF C.O. APPLICANTS SIGNATURE �J DATE: J,2/ MISSION AGENT DATE CERTIFICATE OF COMPLIANCE TE 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 TOWN OF MONTVILLE N2 -8=01E8 PERMIT FOR PUBLIC SEWER CONNECTION DATE 11 _ �p FEE $ 3 6.4e PERMIT NO. J O S TYPE NO. OF UNITS LOCATION OWNER(S) OF RECORDSC itln'If`f—l�1 611AI5 NAME l g 3 7),e 'tel /ray 66 (/‘ 6 AILING ADDRESS CONTRACTOR TIE-IN 1, DATE _3 ) Q( ) INSPECTED BY 40411 3 I METERED METER NO. DATE . . , f , INSTALLED SKETCH OF LOT SHOWING WELL OR WATER PIPES, BUILDING AND PROPOSED TIE-IN ROUTE TO STREET STUE Show as-built connection complete with all measurements from a permanent structure to pipe exit from building and all cleanout locationsjtrap and vent (if outside) , grease pit (if any) , grinder pump installation (if any) . (Use back of white sheet if necessary. ) • 3 c A 54 " 011 ' stoc-c fit„ 04:‘• aJ > q C WPCA COPY q �t (whit ) INSPECTOR CPY OWNER COPY (yellow) (pink) NOTES: 1. THIS SURVEY AND MAP WERE PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. 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'. N/F BRYCKI S06'47'16"E 450.67_(TOTAL) - _ SO6'24'41"E 309.08'(TOTAL) 352.90'_ _ 97.77' 54.09' 254.99' + 46° 1460 \ ,---- -...- 462 �,.. 464 FOOTING DRAIN OUTLET 462 +... .. ._ _ ELEV. = 467.0' 466. .N 468. .. 464 . ... " Z 1 LOT 75 o 40,291 , sq.ft. II.925 acres -6.1,..._470- 466 +o 0 468 1 \ \ 472 24' x 24' FUTURE LOT 76 w 1'l \ SHED OR POOL AREA I LOT 74 ^o, \ 474 + 11� i + 10 x 12 WOOD o `I NI t1 �ECK AND STEPS 0 SF I t. \S.. \ r-.10% 48� 1 tx 1 pSEp HpUSE T I PRF 47955. ' 40 FEET 0 20 40vro M CPR' s 4,2.13-° l-_1 8 4' + o pOR6H_- 6,=12'53'04" 6 .. 20•p'ui --" + R=500.00' 4� / i T=56.46' SCALE: 1"=40' 1 dap L=112.44' Illio /SF + o + Li 4.44' L�}8.00' _ — PAW Horn 12 00 2g 92' , ,g02 6 '- - N1g•5�'S� W NQ`770.—G...E._ _ _ __ _._`Qw _- L E G E N LEGEND -- PROPERTY/STREET LINE _ -- - YARD/SETBACK LINE f- 432 EXISTING CONTOUR ® PROPOSED CONTOUR —_ DATA ACCUMULATION PLAN SF SILT FENCE PLOT PLAN LOT 75 ROBIN HILL ESTATES TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP #26 PARTRIDGE HOLLOW IS SUBSTANTIALLY CORRECT AS NOTED HEREON. MONTVILLE, CONNECTICUT SCALE: 1 "=40' DATE: NOV. 11 , 1999 BY: BENNETT & SMILAS ENGINEERING, INC. MICHAEL J. BENNETT R.L.S. #10831 415 KILLINGWORTH ROAD, HIGGANUM, CT rn ca z a ;75 i.�+ w l a 54 .2% ¢OQ; q� §L,cF2 41111111111111111111114 111111 ,11111111,1,1 1111110111101111 11111111111 1ii5iJPiPiii1iiiiiiiii\i 10011/1111111111111)11111�1111i 1111111111111 1t111f11111111111111111f Li 0 [1 I I .� 11111111 111111111111111 I I iiiir;ii1siriivtmiii , ill yry 11'1'1'1011111 III IIII m111�11 -11E �11111111111 I� 1 I 1 ; a. !1�1�1;1;1;1!1!1;111111 _� I I 11111111111111111;1;1;1; _I I_ I I ory 'J 11111111111111111111111 I I II S 11111111111 111111111111 _ - 11111111 " " �IIIIIIIIIIIIIIIIIIII _ SI 1l1i1�1MIL\gim"."111L 111111111111 i 111111 �l1llIlllllllllllltllllllllll�. - II1111111111'1'i'1'� �a Iii - - u111111 ® D oo�111111111111 ���� II® ® ®IIIIIIIIIIIIIIIIIIIIIIIIIIII D_ _ _ _ -111111111111p p pI �71.1..mrj-- _ - - I I I i 1.111411111 IIIIIIIIfl1111 u11111�1�!� , uuumummatmmu . , �I�I�1�1�111 E� 1l1 ������ I I f1111111f111 ..'�:�o 111-11:111111111111111111-11111-1111:11 " IIIIIIIIIIIIIIIIIIIIIIIIIIII S .� N!!! 1 IIID - - I I nln� 1DI't'i'i't 'IIi ___�ouui1 IIIIIIIIIIIIIIIIIIIIIIIIIIII . .liii . 111111', ,�������11111 ;iii L__ II" 111111 IIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII'nII"'� — hp PIM 111 _ _ 11111111111 IIIII�I C - - - u I i 111111111111 IIIIIillllli iii 111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIII , IIIlillllllllllllllII'::,... .... 11111 iliibi'i'i' i11111 iiiIiIIW1 'I I, 111111 "" IIIUIIultuuultpuumu �IIIIIIIIIIIIIIIIIIIIII.1i1i1i1i1i1i I p pIII°IIII� ., ► ;; - - -hlllll•1111111 r r'l .P.9 .41E-9 ' 6 b.. •S-3 i .---- .. • . • • . _ . . ..., . ,. , , , ,,.... ,, , -. ,: , .... ,, , . . , , 4.4 Z II. .4' Z 4.4 • ...0 4'4 I ...q 4'4 GO E IC 0 P- 4' 441 V r w d w 6 E.) Z Z .6 0 0 0 4' o 4. _ i 4 .4 aor- 4'4 I. to 4.4 4, ap 4' 44 .0 O ,..,.C2 •.• 3 Li 1-'0 CC 0 8 e f.1 4'4 •• t6 g a P 0 4/ / 6.:(;:. .,4-11Z •,, It A. o:GO i 4.4 .... .... 4..4. I C., i , r• ' , 7. '. ‘-'• .7. `. . 1 ' - - ' ; ' , ' ; ' 7 ' ‘-r-' ' •11.1.k 'r . rP,- 7 . .. 1 • 4' .. ' . .,., 141 A(42.5\ I 4.4 •4 I I . . I I . . ' ..". . I Num) 4.4 i 1.1)-.£ i 4' I L__ e a b • 42,_..... _ 4,1 I' ---V '. : ;IV : ' ..... ' V —0—Wo ——"r"-. -' - (4 I 1-.' I .4 4.• --1 —TTa-7- o ot 11111 :2 4 ••• I CV c.i cl 2 8 GO d I \ I' fn i 4' 4.4 11111 )_. \ r "'"--. IV T . ' LL _,_ a \ e 1 4.4 :_:•4: CA .•4 I—re •.ii 1 . in 0 r .1)-,0 I 1114 0 I 11111 .4' mu I Z z Li ..so. ...4 0 11111 a'0 z r r r ...„ ."" .„.0 , < .4' Co w 8 d' .... rn 4.0 0 0 1- : 4.4 /8 r ---1 : .4 E ' 4d I 0, re 0 0 4.• C43 Z 4 CJ p Z..... 9 .= . Or IV l— :8 L. 0 E 4,4 V Z E..... V3 4 : ••4 Tr S' (...? 1_ J 7- r V41 0 a. • 14" :: : 't :: : ''.. : : . 1-1_ 1' . ..-. . 11(YIZI /10'21 MOP \ ... e -......7 ....•.-..- ...., C4 . • . . ,S-.1 Z ,o-.a - — w � N a ® Hw ao� P i = <�w z<Nm c w C7 E E 9_0 7, - I' �n ce a w m Q y+ k II ��� c7 IV _ - - ,;.i U7� o O 206. w G.Obp U �� aims x pp < O Pw <00 �__. a occt o °° wU0 m2 m 3v <o It P� <<a> o`er9 , , it[-N . 111111111 Illllllillrllllllllli- iii ■"" 111111111► 11111111111111111�11_�II ►�■■■■■■■■■■��'■r%AMM 1 M��� ■■■■■■■■■■■a�■■1 iii� llllllll1�.�•� 11111111111111111111111_ iii ■■■■■i - it 1111111111 ��� 1111111111111111111111 -ii ■■■■iiIlilllillil 1111111111111111111111 10�■■■■■ �■■■■■ 9 - ■■■■■ _i■■■■■ . , z 01111111111���� 11111111111111111111 -- ■■■■■ ■■■■■" - z ; " 11111111"` 11111111111111111111 1 iiiiii our �' ` 11111111111111111Iei . i...U■■■.. p�L- "� < W 111111111 V- . ;, 11111_IIIIIIIII'�h■■■■■■■■■■■■■.u1�� 11111111111 ,__ ____ _; IIII!IIIIIIllt1- ,._... 111111111111111111:- I • 1 - -- -i .��9■■■■■ a ,ui z-s .9-.z .._.c i I LAU MENNEN,' i1111111111 �____— :+■■■■�� 111111111 , m I ■R P , 71tlM 33Nx 1tlNOLLd0 111117��14 ? 8 A(-7------\ Illllh.11 p illll_i11• 11 p.o O"z O aNz g IoW a •° 11111:111 Vn ` � x" "°" _ 11111.11 r = tom z H .m ,� ' .11111111 ° < 1 11 H V 111111111 - N J 1111111111 .o-,zi r ;. 2 . a co i . . _ . \ ‹r \ ® . \ / r. £ < . \ \ ~ \ a \ ` --- - . 2.2222 y �-- --\- ' « � ���& _, \ .All4 ' - ... . _ 9 . --\ 2���tii � _m, \, / ~ �� ) m ; \ _ ) � b � � r } ` � (§ \ \ ,,, } / ' \ ams i : \ $ ' r4 - 9 § . �s j \\ ? | 9 . Ell . s . i �mss , } e ! - } a /\ ƒ� ) B . \ . F.- » \ ) \ / s\. , ) \ ® n _ g I { I § § . /w \ -- .- � / - � \ 2 \ � / I u _ _ - ) in , aht, 1 °" ,,< _ . 22�D a AISUVo VS ZIS i ^TIEIV9-s An 1 Goo*INIVcIS 11VTIJ^ ) } \ ) 1 ] i 1 ] ) it 1E t ER hr V ,. .) (1.)1 6 & 4 1-1 1 I . A ir.t , to 9 i§iii 9 „. • , 113 $11 i- LL V — 0 , zii.0 Ela 'A , -- 1-. /I • ; . .-. • ‘ ‘ tl_ m= . ., . < ; 1 11 1 .'- " i?sLismrs,,,rimtn1 03 I= 1==1 >CI I 4 +I .--.-. tt4 2.,..1 ..„.„ 03 ==:0 0 0 MS— — 7 41444 <1414i4 . ..) - 14 k,,,_ _.,,._. 0 II= II 0 r._ -...'A i ---. p3 p p pz=1 . °.. ...— .;5---: i ----- i < ;-- il ! . / / z/ / ,:,, --.,----- u. , '-_&--: 2 R- , - ......, , . i mr/ 1. -- 1,-. Wq1,1 V- i ' 12 ,e a '-.. H "gJ ,I,114j .--,:- ,,,, ,, •.: ,-- —_,Eme 4im g ---- 1-1.7------1: .g ,---:- LI- 62,__-4 • L---k C) )71—\ .. c.:- :-.--.4 Qpiela . z , c,:„, ,_-_, • i,!--5 ic.. I 'c''' 1 I g C44;41 ---: ,-' ,.—.: —{ '---1 c_--- --' lifffl Its)zsmiz, s,wimbozstilsbolL 0 mintmutstmenimptumw. . i ----',N, .. ,... . _ \,,, 1=i . (\ vt.1 .' 4 n iroN,---im cbi i -,.. - x 1 I I i a 1 I ,— 5 . .,! g11It). im,-,_ ..s.----.,-L-.• ,•., ° gV 1E1W. '22-.1 I-"1 L:!'4 1 • -.::, x .ftslab 1A92„tAl -., .*:., -,i