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HomeMy WebLinkAboutSFR 2000 Town otMunfdilI Building Department Phone: 848-7166 310 Norwich New London Tpke Fax: 848-7231 Building / Trades Permit Permit Number BP2000-5 Permit Date 1/6/00 Permit Type Building Permit Code R2 Job Street# 41 Job Location Partridge Hollow Map/Block-Lot 028/005-070 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. *Zip 06460 *Telephone 203/874/5992 Lic/Reg Number 00131 Lic/Reg Type N.H.C. Expiration Date Use Group R4 Size 1836 sq.ft. Type Construction 5B Building Value $130,220.00 Building Fee $784.00 Plumbing Value $6,511.00 Plumbing Fee $40.00 Heating Value $6,511.00 Heating Fee $40.00 Electrical Value $5,208.80 Electrical Fee $34.00 A/C Value $2,604.40 A/C Fee $16.00 Other Value $0.00 Other Fee $0.00 Total Values $151,055.20 State Ed Fee $24.17 C/O Fee $10.00 Plan Review Fee $78.40 `, T. $1,026.57 Building Official's Signatur Ar �Gtr '�— Date // J /e: ) / Required Inspection B Footings-Prior to pouring concrete s, 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 © 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 tl''Iontville 661062 6 60 Building Department 310 Norwich New London Tpke. Uncasville, CL 06382 Tel. 848-7166 Fax 848-7231 Application for Building or Trades Permit Owner: D'AMATO BROS BUU_DFRS MailingAddress: P.O BOX 3063 City:MILFORD StateCT, Zip 06460 Tel:203 /877 / 3276 Job Location: "7-/ Pa Ir t cj5 l iD I/v i. Map/Block-Lot 0 2-b / 00 -- U 7 0 Contractor:WATCH HU .I Bllil flFRS LL(J'IailingAddress: P.O. BOX 3060 City: MILFORD State: CT. Zip: 06460 Tel: 203 / 874 / 5992 Type of Permit 1011. New Single Family ❑New Two Family ❑Addition ❑ Commercial ❑Industrial rj Alteration ® Garage ❑ Carport ❑Shed 51 Roofing MAir ConditioningPlumbing Heating Electrical 171) Gas Retaining Wall [J Deck PI Pool p PatioPorch ❑Demolition CI Siding (,] Windows ❑Fireplace ai Chimney Job Description/Materials:, SINGLE FAMILY HOME Size Type of Heat OIL HOT AIR Use RESIDENTIAL I hereby certifil 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 1 am authorized to ake application for a permit for such work as described above. New Home Construction Contractors • • • u enter d into a contract with the consumer for the proposed work? [ Yes ❑No Owner/Agent Signature Date / / Contractors License/Registration Ty-e umber .H.C 00131 Construction Value Fee Building $ $ Plumbing $ $ Heating $ $ Electrical $ $ Air Conditioning $ $ Other $ $ Certificate of Occupancy $ Plan Review Fee $ State Education Fee $ Total $ $ RESIDENTIAL PERMIT CALCULATION (STANDARD) Square Feet $/SF Total Ranch $ 60 $ Raised Ranch $ 60 $ Lower Lvl Finished $ 60 $ Unfinished $ 35 $ - Cape 1008 $ 65 $ 65,520.00 Second Fl Finished 828 $ 40 $ 33,120.00 Second Fl Unfinished $ 25 $ - Two Story $ 75 $ - Second FI Finished $ 45 $ Second Fl Unfinished $ 30 $ - Attached Garage 484 $ 20 $ 9,680.00 Garage Under $ 15 $ - Detached Garage $ 25 $ - Covered Porch 180 $ 15 $ 2,700.00 Wood Deck 120 $ 15 $ 1,800.00 Concrete Patio $ 14 $ - Fireplace 1 $ 4,500 $ 4,500.00 Stick Chimney $ 2,500 $ - Shed Dormer 1 $ 4,500 $ 4,500.00 Front Dormer-Window type 2 $ 950 $ 1,900.00 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 $ 130,220.00 PERMIT FEE Building $ 130,220.00 $ 784.00 y Plumbing $ 6,511.00 $ 40.00 y Heating $ 6,511.00 $ 40.00 y Electrical $ 5,208.80 $ 34.00 y Air Conditioning $ 2,604.40 $ 16.00 Other CO Fee $ 10.00 Plan Review $ 78.40 State Ed Fee $ 151,055.20 $ 24.17 Total Fees $ 1,026.57 Town of Montville Building Department 310 Norwich New London Rd. Uncasville Ct. 06382 848-7166 To:- .>• ade ds• ,D - s - S P.o. SüOS I . oL► C 04(490 RE: y MVO(04E HOU(V) U °V OLE I Cb3e C PY Job Description: c.C//VCi 6C C4/ii((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): 1'i7,<C 9 v4/ 9 c39 (,'(* ,6.9/ �� We will keep all documents received to date on file and renew your application when you have furnished all the required data. Vernon D. es II Building Official ZONING PERMIT ZONING PERMIT NUMBER yp a 7a OR ON/A EXPIRATION DATE APPLICANT D'AMATO BROS BUD DFRS APPucANrsADDREss183 QUARRY RD MD FORD CT 0646EPHONE 203-877-3276 PROPERTY OWNER SAME LOCATION .9-I PARTRIDGE HOLLOW LOTAREA3B, 721 SF ZONE ASSESSOR'S MAP NUMBER 02E1-005- 070 LOT NUMBER 70 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 r=40'SHOWING:DIMENSIONS OF THE LOT,THE SIZE,AREA. AND LOCATION OF EXISTING, PROPOSED, PRINCIPAL AND ACCESSORY STRUCTURES,DRIVEWAYS,SANITARY FACILITIES AND WATER SUPPLY, PARKING FACILITIES,AND ADJACENT STREETS:DISTANCES OF PROPOSED STRUCTURES FROM PROPERTY LINES. IN THE CASE OF FILL OR EXCAVATION REQUESTS (UNDER 500 CUBIC YARDS),DIMENSIONS OF FILL OR EXCAVATION AREA MUST BE INCLUDED. A PLAN PREPARED BY A CONNECTICUT REGISTERED LAND SURVEYOR MAY BE REQUIRED THE PROPOSED USE SPECIFIED ABOVE SHALL NOT BE AUTHORIZED UNTIL AN ACTUAL CERTIFICATE OF COMPLIANCE IS ISSUED BY THE COMMISSION OR ITS APPOINTED AGENTS. SKETCH PLAN OR GRADING PLAN DYES ON/A SEPTIC PERMIT DYES MN/A DRIVEWAY PERMIT (STATE,LOCAL) 0 YES (4 N/A WETLANDS PERMIT OYES (Xl/A HAS A VARIANCE EVER BEEN GRANTED FOR THIS PROPERTY OYES MHO HAS BOND BEEN FILED MYES ON/A FEE PAID p CASH O CHECK# p N/A THE APPLICANT AGREES TO: 1. ADHERE TO ALL THE APPLICABLE REQUIREMENTS OF THE ZONING REGULATIONS. 2. NOTIFY THE COMMISSION OR ITS APPOINTED AGENT OF ANY ALTERATION IN THE PLANS. 3. CALL FOR FINAL INSPECTIO •ND - =• EST RTIFICATE OF COMPLIANCE BEFORE ISSUANCE OF C.O. APPLICANTS SIGNATURE A' A./1 DATE: 7,1110' C 21. 'I SSION AGENT DATE CERTIFICATE OF COMPLIANCE OA THIS SIGNED PERMIT AUTHORIZES THE APPLICANT TO PROCEED TO THE BUILDING DEPARTMENT FOR ANY REQUIRED PERMITS 0113Pk-a )t) Lp G 512,61Z00o CONTACT THE ZONING OFFICER (848-8549) AT LEAST 24 HOURS BEFORE CONSTRUCTION BEGINS TO ALLOW ZONING OFFICER TO INSPECT LOCATION. REV. 8114188 FOUNDATIONS TABLE 405.1 PROPERTIES OF SOILS CLASSIFIED ACCORDING TO THE UNIFIED SOIL CLASSIFICATION SYSTEM UNIFIED SOIL SOIL CLASSIFICATION VOLUME CHANGE GROUP SYSTEM SYMBOL SOIL DESCRIPTION DRAINAGE FROST HEAVE POTENTIAL CHARACTERISTICS' POTENTIAL EXPANSION GW Well-graded gravels,gravel sand mixtures,little or no fines. Good Low Low GP Poorly graded gravels or gravel sand mixtures,little or no fines. Good Low L. — Low Group I SW Well-graded sands,gravelly sands,little or no fines. Good Low Low SP Poorly graded sands or gravelly sands,little or no fines. Good Low Low GM Silty gravels,gravel-sand-silt mixtures. Good Medium Low SM Silty sand,sand-silt mixtures. Good Medium Low GC Clayey gravels,gravel-sand-clay mixtures. Medium Medium Low SC Clayey sands,sand-clay mixture. Medium Medium Low ML Inorganic silts and very fine sands,rock flour,silty or clayey Medium High Low Group[I fine sands or clayey silts with slight plasticity. CL Inorganic clays of low to medium plasticity,gravelly clays, Medium Medium2 sandy clays,silty clays,lean clays. Medium to Low CH Inorganic clays of high plasticity,fat clays. Poor Medium Hight Group II[ MH Inorganic silts,micaceous or diatomaceous fine sandy or silty Poor High soils,elastic silts. g High OL Organic silts and organic silty clays of low plasticity. Poor Medium GroupIV Medium OH Organic clays of medium to high plasticity,organic silts. Unsatisfactory Medium High Unsatisfactory Peat and other highly organic soils. g Medium High For SI: 1 inch=25.4 mm. 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 matic 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-mi]-thick(0.15 mm)polyethyl- 406.2 Concrete and masonry foundation waterproofing. In areas where a high water table or other severe soil-water condi- theene moisture barrier shall be applied over the porous layer with basement floor constructed over the polyethylene. tions are known to exist, exterior foundation walls enclosing habitable 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 lSTOKSE.u• :67R LINK 1300 1 W000 STRURE C TURES INC., WC.t,.•1., • ,• a .- ( ••- •i ''.urns,, c. - e_ - ;• - i '140 7.4-4 5-7-12 . 6-7-12 7.4.4 1-4 •:* \F' •• W. �P•i� 4x4= SM OF' -sir " M1X`f4 No. 5292 5 x; s" ' 3x5 . v CIVIL i � pNo.3192 7H : 9 F ot Q° C/ST � 444'x ' ,o . 5.0Q4L12 .•• 1X4 t , 9x4/i.? •.9� t` FSS'. to•.QI$fl' $ , 3 7 /04ALc ' , \ ciii /0000Aiiiiii,ihn. 1;1,4 0 21101.1...#1) \ / 4111111144, II •2 11 10 '414111111DI 3x4c 3x4,- 3x44 = Sx Detail Below See Detail Below lw 10.o-o 18-0-0 28-0-0 10-0.0 6-0-0 100-0 { P:,:e Office(X.Y): f iaky4,14ga. :I.: • •.ea•ei.t • • .-•. . -- - LOADING{paf) I SPACING 2-0-0 CM Dl� tin) Poo) Weil PLATES GRIP T CLL 42.0 Plates Increase 1.16 TO 0.83 Vert(UJ 4.20 12 >999 M20 169/163 TCOL 7.0 I Lumber inrtasa 1,15 8C 0.84 Vortfi L} -0.39, 2-12 >664 BCU. 0.0 Rep Stress Ince YES W8 0.4$ HortfTL) 0.10' I n/a SCOL 10.0 i Coda BOCA/ANSIS3 1st LC LI.Min I/daft . 740 Waight: 114 Ib LUMBER U..• 0 TOP CHORD 2 X 4 SYP M 19 _•---... 2-8.15 on wow purl.:.pac . 80T 040RD 2 X 4 SYP M 19 �}jOgD oai r"'' (Emily aooS d or 10-0-0 on tartar bracing. WEBS 2 X 4 sPF-S Stud STEPI�g1 W, EAB LER WEDGE Left;2 X 4 SPF Noo.2.R+Oht: 2 X 4 SPF No.2 REACTIONS (111/sue) 21a 1780/0.3.8.8=1780/0.3.8 lural Max Gram 2 18311Ioad sass 4i.8.1831 Road ease 4 1,,60 w FORCES{Ibl•l=ost Load Casa Only �,,S; TOP CHAR +. D 1-2.24,2-3 -3009,3-4=.2538, 4-5--2538,5-6 i 25S6.7= • :a-345pyi-9 •4 vette/ 607 C40R3 2.12.2764, 11-1241903. 10-11.1903.8-10.2 4 f e1� ••� WEBS 3.12.-628. 5-12=791, 5.104781, 7-10•-629 • - OIC E • NOTES **Quo,' t�s��'< ••aa...••rjr *..s 1 This truss has boon ahackad for unbalanced igsano conation*. REGISTERED : 5 r••,o� AA plates era M20 pieta unless otheewke indicated. PROFESSIONAL ENGINEER : STEPHEN W. . ,,y'� 31 The tress has been dasifln.d with ANSI/ P1 1.1895 criteria. CABLER ! I LOAD corsets) Standard 6548 DESIGN LOADING: NC, .: i TC L(TOTAi.(PSFI ,•,�;. r ,�� Nr 42/58 24'oc. '..4e•. �C'ENsi.°.• k. ti Hae 53/74 19.2'or.. N• �'' •••••••.•• `r 11 +•Iii 63/69 16-oo. °v4;#8�OX L t,�0 Of CONN si• 4x8° 114•4•1„iilq �� "W''4•.°4 '7 2g. OF NEW .%%ttiMS1/0, 4.Alt- f'1 t 1‘ ��� tow. Pp, .44. 0 t�F `, fill i:F v 7toc 1" {,?' �el4r 2v 4 + Dye o /� , ` + G.f'�p rw - ' =4 i,_A, tit : I STEP EN W. "_.cct i. t°• 1X01 IZr MAY. w * ow t. 41 ,,ti' 'M� �6��� CANT 'IA mi • e fi°,,,� C630:,,,fy tiy a��y4850 ~ +,,'tu ul'�``a41 °PES-slo44. a's-• . :`'0a .... ;;oNALtl; APR 14, JOD 1 i rugs I Hull type OtY Ply 4 W000 522 OUEENPOST 300 11l STOCKS s p i wood StruceJrsit inc. 3300 s May 26 1995 Mi fek Industries,Inc. Mon,kin 12 10:26:26 1995 • i -1.44 l 6-8.0 i 11.0.0 154.0 i+40 1 i • X00 234-0 ,''�4 N4H44Jfee4e 0-6-0 4.4.0 4:4-0 • -6.8.0 I 1-4-0 t �' O� C d NA/ �f� '‘ ,, C ''. 4,1,`114 OF 4f ,,- l'' /,`.•..�µ W C••l� , ss� :�.: tie= �'.-at .•,,-71,�G; tsEr • 4x4=• • CIVIL • '96%No.3,3?? • 4r 30012 -o ' T.p 'V�l31�'1 :•��: 1x40 9 �� Q '0 '60 110- tcs4St•�•• \-• 2 1x44 -.,,4 C/STEQ` �,•',. • ......• . 4 '�c�, res . sominsto 7 4 1,` i. d 3x7 c 3x4 • SEE DETAIL • • JUN 2 3 199 • • • 11-1-12, 11-0-0 , 20-10-4 22-0-0 1.1-12 9-10-4 1 9-10-4 1-1-12 -Plato Mara pC,Yj: (11160-0,03-03,(5:0.0-0.0.0-0) 101D1ll0(psi) SPACING 2-0-0 CSI DEFL (in) (roc) Vdef PLATES GRIP 1 ICU 42.0 Plates Increase 1.15 IC 0.69 Vert(LL) 0.32 6/5 812 M20(20ga) 199/146 / TCC• 7.0 Lumber Increase 1.15 BC 0.95 Vart(Tt.) 0.45 117 578 d .DBCLL 0.0 Rep Stress Inc' YES WB 0.38 Hort(TL) 0.06 5 n/a 1 eCIL '10.0 Code TPI Min Length/LL de11.240 Weight:85(lbs) •• BRACING •„.* •-.. 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-6-3 on center puffin spacing. •• • 2 X 4 SW No.2 BOT CHORD Rigid ceiling directly applied,or 10-00-00 on-.-•,-.•.-.. •. 2 X4 SPF Stud ` 0i ffifrrer444 h . 00 t NEW r44 �iiitiurrr..,F, t. pF Nay,y\ ..•- Lett:2 X4,Right:2 X4- 44<�S.4 •.•sem 4l4 ,t, 11`.‘'C., '� Y�''�/�itt� co� \\ ♦ C3 Kw .� f'`" S (bs/stze) 1=1411/0.3-0,5=141110.3-8 4.. ,4 ...."A • ��4�*i QW. �I� 43 -TO �'q� �' '`'' . M a'• STEPHEN W.';t;�,t�..,..:t. C.,•. 2 �`` Oce ; y cr . 0 40 . e �: ' • -OIC 1-2 -2161.23.-1631,3-4.•1631,4-5.-2181 s. CAB E R ; �r �j ��; �. , . :j� r. • CHORD 56.1984,6-7.1984,1-7.1984 ,^, • • t iL •'Co No.52.92 • �1 J,�j " , 2-7••367,3-7.825,47.567 • NO. 6548 - • , F-��?, w • • CASIRs) standard ';�:-' ',l..S,... b .'�I 4•• �'O0•..9 O;cVQ`4 ��O 06 o ��s • ��, ,. 343 f� — •,'��r •• SOA FC/All% .•'14.41 AR oPEssiot4t► `` I ONAL 11.� uesti18 t ,•r: :;asr �jlu' r'' V ' # "1+ ►ice ` � i. • a► °. H x % CRN?. ,.2.•x, t too. a �. dt''.•1 .:�...,,.,.: ......lis- — �, D€8IGFI IAAAWCa: .. %r�U/ON/011144 Lti ' TCUJTOTAL(PSF)42159 24"oc, 53174 19.2"oc, 63189 16"cc. ��/��!'r+`ster i1� €(ISTER4� TNs trues hn bean designed for a 20 psf bottom chord Live bad,applied concurrently with all oThel r ds FR�r`E�S(f t�1�L MlheNrM9t the dtaar dbtance between the top of the bottom chord and any other member Is 42 inches.or,greater, j; • Er1G(I�E= # Tlidt+ackoonforms with B.O.CA.1993,Section 1606.1.2,Table 1606.1. ` f#` :'•*dP 'punas s tat MAD AoTti ON TRW AND=MSS MX WORE USN. .:.;� wail NA Ilk ooev»otora TM derpn Y based aW Icon Pppnehs Mown,and b la an indMdvol bvIdIq 1p .. • b*1 with it ocilnervlOn Is .. dAw.ww..n paro--'--- a o--•Wd Is lot be ye ip/ Guaa d• e chimney Every venting ng com onent needed for propel p wood, oil, coal or gas appliance installation. a Typical InstallatioflS: i I Free Standing CAPPitched Roof Through-The-Wall Open-Beam Ceiling Appliance imaiae:I Exterior Vent Interior Vent "ism" STORM CAP ICAP =:-- caLui STORM t STORCOLLM ��.-a. It ADAM COLLAR PRC„£ RSUPPO OOF t`'_..� \ ` —jn CEILING--w' FLASHING PLATE FIA! .I .- -� \2100' TRIM SLEEVE ` CHIMNEY WALL SAND FLASHING / Adv E' RADIATION SHIELD \`cs. \ \ FlRESALL STOVE „ �i �• TRIM SLEEVE '.i ONLY) �_ :�-: SINGLE WALL S. I CHIMNEY ADAPTER TEE ill �E, WALL 2100° SUPPORT ICHIMNEY SHIELATION D -' -- Masonry Chimney High Pitched or A-Fr Extension Cathedral Ceiling CEILING CAP CHASE SUPPORT COVER STORM STOVE COLLAR WOOD CHASE Q PIPE BUILT OVER ,✓2100'CHIMNEY ,.. •,:JO. .., ROOF L ..'' SUPPORT FIRE + OR PLATE 'o ADD MORTAR TO LEVEL TOP STOVE PIPE I , OFFIREEPLXISTINACEG WS:..Za=F.-�.....`ice ' EXISTING •.- 11111111111111 MASONRY ti.. • Specify Metal-Fab 21( 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, Available in 6", 7", 8", 10 and voids in pipe. • 12" and 14" diameters. Vent Materials - 6"-14" Inner Liner: Stainless Steel 6"-12" Outer Casing: Galvanized or Stainless Steel Tem /Guard® 2100° 14" Outer Casing; Aluminized Steel p 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 __uYivaiaa, 1u: 33 RR tin F. W. HEBB COMPANY via VSI-FAX Page 2 of 'f *5034 ' � .F. W. WEBB COMPANY RESIDENTIAL HEAT LOSS/GAIN CALCULATIONS PREPARED BY PETE DELUDE BR25 PROJECT It : 125425 BY PJD ENTERED 04/05/99 BLE 1. NAME : MONTVILLE CAPE GAIN BTU: 30945 2. LOCATION : MONTVILLE, CT GAIN CMF: 1033 3. HI DESIGN TMP: 91 8. GRNO TEMP 50 LOSS BTU: 51852 4. LO DESIGN TMP: -10 9. COOL AIR TMP: 50 LOSS CFM: 979 5. ROOM TEMP 71 10. WARM AIR TMP: 120 BASEBRD' : 95 6. LEEWAY 10 TONNAGE : 2. 6 7. * OF PEOPLE 5@400 ROOM * 1 OF 9 41. WALL G DELTA 2 12. ROOM NAME : FAM ROOM/KITCHEN 42. WALL L DELTA 8 43. FLOOR G DELTA : 2 44. FLOOR L DELTA : 8 45. CEILNG G DLTA : 46. CEILNG L DLTA : 47. BELW GRD OLTA : 2 13. EXT WALL LEN : 39. 5 24. FLOOR R-FACTOR: 11 35. MISC BTU GAIN : 14. EXT WALL HGT : 8 25. HEAT/CL BELOW : N 36. MISC BTU LOSS : 15. WALL R-FCTR 19 26. CEILING R-FCTR: 11 37. BASEBD BTU/FT : 58 16. WINDOW SQ FT : 24 27. HEAT/CL ABOVE?: Y 38. PEOPLE BTUS 40 17. WINDOW GLASS : D 28. SKY LGHT SO FT: 0 : . 00 18. DOOR SQ FT 21 29. SKY LGHT TYPE : 0 ***TOTALS FOR ROOM****** 19. DOOR R-FCTR 2 30. AIR CHGS/HOUR : 1. 50 * GAIN BTU: 5849 20. N, NE, E, SE. . . : S 31. EXTRA PEOPLE * GAIN CFM: 195 21. WIN. SHADING : N 32. LIGHTS (WATTS) : * LOSS BTU: 13045 22. % BELOW GRADE: 0 33. KITCHEN (Y/N) N * LOSS CFM: 246 23. FLOOR SQ FT 351 34. BATH (Y*N) N * BASEBRO' : 23 ROOM * 2 OF 9 41. WALL G DELTA 2( 12. ROOM NAME : DINING ROOM 42. WALL L DELTA 8 43. FLOOR G DELTA : 2( 44. FLOOR L DELTA : 8: 45. CEILNG G DLTA : 46. CEILNG L DLTA : 47. BELW GRD DLTA : 2: 13. EXT WALL LEN : 19. 5 24. FLOOR R-FACTOR: 11 35. MISC BTU GAIN : 14. EXT WALL HGT : 8 25. HEAT/CL BELOW : N 36. MISC BTU LOSS : 15. WALL R-FCTR 19 26. CEILING R-FCTR: 11 37. BASEBD BTU/FT : 58( 16. WINDOW SO FT : 30 27. HEAT/CL ABOVE?: Y 38. PEOPLE BTUS 40( 17. WINDOW GLASS : 0 28. SKY LGHT SO FT: 0 : . 00 18. DOOR SQ FT 0 29. SKY LGHT TYPE : 0 ***TOTALS FOR ROOM******+ 19. DOOR R-FCTR 2 30. AIR CHGS/HOUR : 0. 66 • GAIN BTU: 2716 20. N, NE, E, SE. . . : S 31. EXTRA PEOPLE * GAIN CFM: 91 21. WIN. SHADING : N 32. LIGHTS (WATTS) : * LOSS BTU: 3483 22. : BELOW GRADE: 0 33. KITCHEN (Y/N) N * LOSS CFM: 66 23. FLOOR SQ FT 81 34. BATH (Y*N) N * BASEBRO' : 7 HJROOM * 3 OF 9 41. WALL G DELTA 12. ROOM NAME : LIVING ROOM 42. WALL L DELTA 81 43. FLOOR G DELTA : 20 44. FLOOR L DELTA : 81 45. CEILNG G DLTA : 0 46. CEILNG L DLTA : 0 47. BELW GRD OLTA : 21 13. EXT WALL LEN : 29 24. FLOOR R-FACTOR: 11 35. MISC BTU GAIN : 14. EXT WALL HGT : 8 25. HEAT/CL BELOW : N 36. MISC BTU LOSS : 15. WALL R-FCTR 19 26. CEILING R-FCTR: 11 37. RASFRI1 RTII/FT . can 19,, DOW'? .F,-FCTR 2 30. AIR CHGS/HOUR : 0. 66 * GAIN BTU: 3533 20. N, NE', E, SE. . . : S 31. EXTRA PEOPLE • GAIN CFM: 118 21. WIN. SHADING : N 32. LIGHTS (WATTS) : * LOSS BTU: 5977 22. % BELOW GRADE: 0 33. KITCHEN (Y/N) N • LOSS CFM: 113 23. FLOOR SQ FT 210 34. BATH (Y*N) N * BASEBRD' : 11 ROOM * 4 OF 9 41. WALL G DELTA 2 12. ROOM NAME : FOYER 42. WALL L DELTA 8 43. FLOOR G DELTA : 2 44. FLOOR L DELTA : 8 45. CEILNG G OLTA : 46. CEILNG L OLTA : 47. BELW GRD OLTA : 2 13. EXT WALL LEN : 6. 5 24. FLOOR R-FACTOR: 11 35. MISC BTU GAIN : 14. EXT WALL HGT : 8 25. HEAT/CL BELOW : N 36. MISC BTU LOSS : 15. WALL R-FCTR 19 26. CEILING R-FCTR: 11 37. BASEBD BTU/FT : 58 16. WINDOW SO FT : 0 27. HEAT/CL ABOVE?; Y 38. PEOPLE BTUS 40 17. WINDOW GLASS : 0 28. SKY LGHT SQ FT: 0 : . 00 18. DOOR SO FT 21 29. SKY LGHT TYPE : 0 ***TOTALS FOR ROOM****** 19. DOOR R-FCTR 2 30. AIR CHGS/HOUR : 1. 50 * GAIN BTU: 1204 20. N, NE, E, SE. . . : S 31. EXTRA PEOPLE * GAIN CFM: 40 21. WIN. SHADING : N 32. LIGHTS (WATTS) : * LOSS BTU: 3569 22. X BELOW GRADE: 0 33. KITCHEN (Y/N) N * LOSS CFM: 67 23. FLOOR SO FT 91 34. BATH (Y*N) N * BASEBRD' : 7 ROOM * 5 OF 9 41. WALL G DELTA 2 12. ROOM NAME : STUDY 42. WALL L DELTA 8 43. FLOOR G DELTA : 2 44. FLOOR L DELTA : 8 45. CEILNG G DLTA : 2 46. CEILNG L OLTA : 8 47. BELW GRD DLTA : 2 13. EXT WALL LEN : 25. 5 24. FLOOR R-FACTOR: 11 35. MISC BTU GAIN : 14. EXT WALL HGT : 8 25. HEAT/CL BELOW : N 36. MISC BTU LOSS : 15. WALL R-FCTR 19 26. CEILING R-FCTR: 30 37. BASEBD BTU/FT : 58 16. WINDOW SO FT : 30 27. HEAT/CL ABOVE?: N 38. PEOPLE BTUS 40 17. WINDOW GLASS : D 28. SKY LGHT SO FT: 0 : . 00 18. DOOR SQ FT 0 29. SKY LGHT TYPE : 0 ***TOTALS FOR ROOM****** 19. DOOR R-FCTR 2 30. AIR CHGS/HOUR : 0. 66 * GAIN BTU: 3341 20. N, NE, E, SE. . . : S 31. EXTRA PEOPLE * GAIN CFM: 111 21. WIN. SHADING : N 32. LIGHTS (WATTS) : * LOSS BTU: 5512 22. % BELOW GRADE: 0 33. KITCHEN (Y/N) N * LOSS CFM: 104 23. FLOOR SQ FT 161 34. BATH (Y*N) N * BASEBRD' : 10 HJROOM * 6 OF 9 41. WALL G DELTA . 12. ROOM NAME : BATH HALF 42. WALL L DELTA 8 43. FLOOR G DELTA : 2 44. FLOOR L DELTA : B 45. CEILNG G DLTA : 2 46. CEILNG L DLTA : 8 47. BELW GRD OLTA : 2 13. EXT WALL LEN : 18 24. FLOOR R-FACTOR: 11 35. MISC BTU GAIN : 14. EXT WALL HGT : 8 25. HEAT/CL BELOW : N 36. MISC BTU LOSS : 15. WALL R-FCTR 19 26. CEILING R-FCTR: 30 37. BASEBD BTU/FT : 58 16. WINDOW SQ FT : 0 27. HEAT/CL ABOVE?: N 38. PEOPLE BTUS 40( 17. WINDOW GLASS : 0 28. SKY LGHT SO FT: 0 : . 00 18. DOOR SQ FT 21 29. SKY LGHT TYPE : D ***TOTALS FOR ROOM****** 19. DOOR R-FCTR 2 30. AIR CHGS/HOUR : 1. 50 * GAIN BTU: 991 20. N, NE, E, SE. . . : S 31. EXTRA PEOPLE * GAIN CFM: 33 21. WIN. SHADING : N 32. LIGHTS (WATTS) : * LOSS BTU: 3852 22. % BELOW GRADE: 0 33. KITCHEN (Y/N) N * LOSS CFM: 73 23. FLOOR SQ FT 56 34. BATH (Y*N) Y * BASEBRD' : 7 ROOM * 7 rip 4 U1 Willi rnci TA • Pr 04/,05/94 10: 55 AH EDT F. N. NEBB COMPANY via VSI-FAX Page 4 of 4 *5034 1 44. FLOOR L DELTA : I "''4 1' 45. CEILNG G DLTA : 2 46. CEILNG L ()LTA : 8 47. BELW GRD DLTA : 2 13. EXT WALL LEN : 38 24. FLOOR R-FACTOR: 11 35. MISC BTU GAIN : 14. EXT WALL HGT : 8 25. HEAT/CL BELOW : Y 36. MISC BTU LOSS : 15. WALL R-FCTR 19 26. CEILING R-FCTR: 30 37. BASEBD BTU/FT : 58 16. WINDOW SQ FT : 45 27. HEAT/CL ABOVE?: N 38. PEOPLE BTUS 4C 17. WINDOW GLASS : 0 28. SKY LGHT SQ FT: 0 : . 00 18. 000R SO FT 0 29. SKY LGHT TYPE : D ***TOTALS FOR ROOM****** 19. DOOR R-FCTR 2 30. AIR CHGS/HOUR : 1. 00 * GAIN BTU: 5573 20. N, NE, E, SE. . . : S 31. EXTRA PEOPLE * GAIN CFM: 186 21. WIN. SHADING : N 32. LIGHTS (WATTS) : * LOSS BTU: 8849 22. % BELOW GRADE: 0 33. KITCHEN (Y/N) N * LOSS CFM: 167 23. FLOOR SQ FT 336 34. BATH (Y*N) N * BASEBRD' : 16 ROOM # 8 OF 9 41. WALL G DELTA 2 12. ROOM NAME : BED *2 42. WALL L DELTA 8 43. FLOOR G DELTA : 44. FLOOR L DELTA : 45. CEILNG G DLTA : 2 46. CEILNG L DLTA : 8 47. BELW GRO DLTA : 2 13. EXT WALL LEN : 22. 5 24. FLOOR R-FACTOR: 11 35. MISC BTU GAIN : 14. EXT WALL HGT : 8 25. HEAT/CL BELOW : Y 36. MISC BTU LOSS : 15. WALL R-FCTR 19 26. CEILING R-FCTR: 30 37. BASEBD BTU/FT : 58 16. WINDOW SQ FT : 30 27. HEAT/CL ABOVE?: N 38. PEOPLE BTUS 4C 17. WINDOW GLASS : D 28. SKY LGHT SO 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 : 0. 66 * GAIN BTU: 2838 20. N, NE, E, SE. . . : S 31. EXTRA PEOPLE * GAIN CFM: 95 21. WIN. SHADING : N 32. LIGHTS (WATTS) : * LOSS BTU: 3695 22. % BELOW GRADE: 0 33. KITCHEN (Y/N) N * LOSS CFM: 70 23. FLOOR SO FT 126 34. BATH (Y*N) N * BASEBRD' : 7 HJROOM # 9 OF 9 41. WALL G DELTA . 12. ROOM NAME : BED #3 42, WALL L DELTA 8 43. FLOOR G DELTA : 44. FLOOR L DELTA : 45. CEILNG G DLTA : 2 46. CEILNG L DLTA : 8 47. BELW GRO DLTA : 2 13. EXT WALL LEN : 23. 5 24. FLOOR R-FACTOR: 11 35. MISC BTU GAIN : 14. EXT WALL HGT : 8 25. HEAT/CL BELOW : Y 36. MISC BTU LOSS : 15. WALL R-FCTR 19 26. CEILING R-FCTR: 30 37. BASEBD BTU/FT : 58 16. WINDOW SQ FT : 30 27. HEAT/CL ABOVE?: N 38. PEOPLE BTUS 4C 17. WINDOW GLASS : 0 28. SKY LGHT SO FT: 0 : . 00 18. DOOR SO FT 0 29. SKY LGHT TYPE : 0 ***TOTALS FOR ROOM****** 19. ODOR R-FCTR 2 30. AIR CHGS/HOUR : 0. 66 * GAIN BTU: 2900 20. N, NE, E, SE. . . : S 31. EXTRA PEOPLE * GAIN CFM: 97 21. WIN. SHADING : N 32. LIGHTS (WATTS) : * LOSS BTU: 3870 22. % BELOW GRADE: 0 33. KITCHEN (Y/N) N * LOSS CFM: 73 23. FLOOR SQ FT 138 34. BATH (Y*N) N * BASEBRD' : 7 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'. R OPEN SPi, 0 , b, ACE iso �s� sR /613.6 , __ A„L„ , --. .....iiii \icn 7.,_,,,,,,_ , 7�5• N19 51_, ,,,,, 1 20' DRAINAGE EASEMENT \� ` IN FAVOR OF THE TOWN OF MONTVILLE \ I _ ..__il ....— 6,50.1- _rt:___ LOT 70 452 1 X38,739 sq.ft. I 454 0.889 acres o� I LOT 69 458 --i ho q) 1- 0 0 5 460 tk o- -. -. FOOTING DRAT 1 462.. i,. , OUTLET '? 0) N/F UTZ 1 ELEV. 464.0' 1 N I N [1.60.. 24' x 24' FUTURE �" - `=�--r-- 464 SHED OR POOL. AREA 462 I ► 10'x12' 14 WOOD DECK I '_. ..46 0 •• \ i- ..._ AND STEPS 466 \vt3s, LSF m•• w q68 4s 460 - I:c_ r U! 1 4 I O 1 1 II �1 co X613 II, _.,-- p• 36.0 o Z PIR Aron 0 J 1 N P 22.0' PROPOSED HOUSE I b1° �+ I o F.F. = 472' GAR. = 470' NOTE: AREA OF U' a 36.0' 2),O' CUL-DE-SAC TO \ 22.0' ) -1 40 FEET 016,, 20 40 'REVERT TO �1 ' ADJACENT LOTS �1 WITH FUTURE o EXTENTION OF ROAD co\ 1 ui SCALE: 1"=40' 1 1 -----`� 1 ,67 .50 ' LEGEND o \\ g - - - PROPERTY/STREET LINE TI \_. �o.� v- - EASEMENT LINE , 97.34' _ — `'22.66'.- YARD/SETBACK LINE — — _79'(TO' 432 N06'S8'47"W oti �253.79'(TOTAL) EXISTING CONTOUR rn ® PROPOSED CONTOUR 1.`J°- IIID (-e) 241) PROPOSED SPOT GRADE SF SILT FENCE ', Si b(1% PARTRIDGE INLAND WETLANDS TF=467.98' WI I HOLLOW INLAND WETLANDS BUFFER D STORM SEWER, CATCH BASIN P ', '� •=270'11'54" TOWN OF MONTVILLE `r R=55.00' PARKINGCO L=259.37' SEWAGE PUMP STATION I . DATA ACCUMULATION PLAN SITE TO BE CONVEYED PLOT PLAN TO TOWN OF MONTVILLE LOT 70 ROBIN HILL ESTATES AREA = 429 S.F. TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP #41 PARTRIDGE HOLLOW IS S BSTANTIALLY CORRECT AS NOTED HEREON. MONTVILLE, CONNECTICUT V. SCALE: 1 "----40' DATE: NOV. 9, 1999 BY: BENNETT & SMILAS ENGINEERING, INC. MICR EL J. BENNE R.L.S. #10831 415 KILLINGWORTH ROAD, HIGGANUM, CT .cio-,5 1 .w6-.. 1 „,,s, 1 , v 11/1/1111 .. 111/1/1111 111111111' v . 1441111 F? I s 1111,11111J111nP • I 1 111111111 2 2 III x o N 2 11111 � mei � a = Z�o�; Ifll i ngt;` 1111111111 @ LU. 1111111111 rz a 11111111/ 1111111111 ___, u 11/111111 110:11111i11111 i1111111, VOA I 111111111 1111111111 1111111i1 11111m 111111 ii.i.i.i.i. 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