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HomeMy WebLinkAboutSFR 2003 Town of Montville ' BUILDING DEPARTMENT 310 Norwich-New London Tumpike Uncasville, CT 06382 (860) 848-3030, Ext. 382 Building Permit Permit Number: 62003-0069 Date: 18-Mar-03 Map/Lot: 037/002-039 Owner ID 2514 Job Location: 32 AN( -E SEN LANE Unit Job Description: Single Family Residence Owner: Contractor: Hartens Pond LLC Andersen Builders 39 Edgewood Avenue 183 Quarry Road Westerly RI 02891- Milford CT 06460 Telephone: (401) 596-2236 Lic/Reg Type/No. NHC 3258 Exp Date: 30-Sep-03 Tenant: Self Telephone: Construction Values Permit Fees Construction Information Building Value: $170,476.00 Building Fee: $1,024.00 Use Group: R4 Plumbing Value: $10,282.00 Plumbing Fee: $64.00 Code: 1995 CABO Mechanical Value: $11,424.00 Mechanical Fee: $70.00 Construction Type: 5B Electrical Value: $10,526.00 Electrical Fee: $64.00 Permit Code: R2 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $202,708.00 CO Fee: $10.00 Plan Review Fee: $102.40 State Ed Fee: $32.43 Total Fees: $1,366.83 It is the owners responsibilitV to schedule the following inspections (minimum 48 hours notice reauiredl: d❑ Footing - Prior to pouring concrete W~ Rough HVAC Backfill - Footing drains and waterproofing ❑ Fireplace Throat 0 Concrete Slab - Prior to pouring concrete ❑ Chimney - One flue above thimble Rough Framing ❑J Firestopping/draftstopping 0 Rough Electrical 0 Insulation 0 Electrical Service ❑ Final Inspection Rough plumbing and leak test Certificate of Occupany Gas piping and test Building Official's Signature: Town of Montville Building Department Permit # 310 Norwich-New London Tpke. Tel. 848-3030, Ext 382 Uncasvit e, CT 06382 __~._.......Fax. 848-7231 One & Two Family. Building Permit Application Form UKw Construction A&&= Alteration Accessory Structure []Other Job Location Job Description/Materials In,5 i~rCl Owner- i~ e--111 f Mailing Address City State_ Z~Zip Tel / Contractor v Z~;;Y Mailing Address. City `Z State_et - Zip Tel Contractor's License/Registration Type & Number Exp. Dated 3~' 1 c 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. Owner /Agent Signature.. - S Date -3 ! - Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ Other $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ . Total $ (See *verse side for additional requirements) Town of ,j-4ontville Building Departm"t Receipt No. j Date - From: Job Address: eck.r Check # . Amount 6 Cash Q_h.._-) Circle one) Permit # Received by T STATE QF CONNECTICUT DEPARZIlfEN7'OF CONSUMER PROT.I~CTION bs CAPI'T(3L AVE • HARTFORD CT 061,06-1630, Belt known that ANDERSEN 13UILDIER' ` 'LLC 39 EDGEWL10D A%IVEUE WESTERLY, RI 028x1 Is`:Cer#ified by the Departm.ent of Consumer Protection as a registered NEEW HOME CONSTRUCTION CONTRACTOR Reyistratipn Nurriber: 3258 Effectwe Date: 10/01/2007 I Xpiration baaW,: 'Q91 /2003 DETACH CERTIFICATE ABOVE ALONG PERFORATION STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue, Hartford, Connecticut 06106-1630 Attached is your registration to perform work as a NEW HOME CONSTRUCTION CONTRACTOR as defined in the Connecticut General Statutes. Such registration shall be shown to any properly interested person on request. No such registration shall be transferred to or used by any other person other than the person to whom the registration was issued. Contractors shall display their state registration number on all commercial vehicles used in their business and shall display such number in a conspicuous manner on all printed advertisements, bid proposals, contracts, invoices, and on all stationary used in their business. If you need assistance, please feel free to contact the Department of Consumer Protection, License Services Division at (860) 713-6000. Permit Fee Calculation Spreadsheet RESIDENTIAL PERMIT CALCULATION (1 STORY) House Construction(E=Economy, A=Average, C--Custom) QTY $/UNIT $/UNIT $/UNIT TOTAL Living Area # ~ 04.01': SF $ - $ 71.19 $ $ 145,227.60 Finished Basement SF $ - $ 24.73 $ - $ Unfinished Basement X37:: SF $ - $ 7.35 $ $ 14,994.00 Kitchen €;1<EA $ - $ - $ - $ - Plumbing Full Bath 2EA $ - $ 4,229.40 $ - $ 4,229.40 Half Bath EA $ - $ 2,691.15 $ - $ - Garages Attached, 1 car EA $ $ 8,885.10 $ - $ Attached, 2 cart: EA $ $ 15,113.70 $ $ 15,113.70 Attached, 3 car ' EA $ $ 20,913.90 $ $ - Detached, 1 car EA $ $ 11,657.10 $ $ Detached, 2 car4 EA $ $ 17,456.25 $ $ - Detached, 3 car EA $ $ 23,256.45 $ - $ Under, 1 car EA $ $ 1,304.10 $ $ - Under, 2 car EA $ $ 1,757.70 $ $ Fireplace & Chimney Prefab 1< EA $ - $ 3,963.75 $ - $ 3,963.75 Masonry, exterior EA $ - $ 3,963.75 $ - $ Masonry, interior EA $ - $ 3,701.25 $ $ W/2 fireplaces EA $ - $ 6,746.25 $ $ Breezeway/Decks Open sa€f'SF $ $ 22.31 $ - $ 13,386.00 Enclosed »>SF $ $ 94.76 $ $ Porches Open SF $ - $ 62.69 $ $ Enclosed SF $ $ 123.90 $ $ Heating Adjustment 2040 SF $ - $ (2.76) $ $ (5,630.40) Air Conditioning 2040 SF $ - $ 2.84 $ $ Electrical 2040 SF $ $ (5.16) $ - $ (10,526.40) Plumbing 2040 SF $ $ (5.04) $ - $ (10,281.60) TOTAL BUILDING CONSTRUCTION COST, LESS MEP $ 170,476.05 Is air conditioning included (Y/N)? $ 5,794 PERMIT FEE Building $ 170,476 $ 1,024.00 ''..Y' Plumbing $ 10,282 $ 64.00 Mechanical $ 11,424 $ 70.00 Electrical $ 10,526 $ 64.00 Other $ CO Fee $ 10.00 Plan Review $ 102.40 State Ed Fee $ 202,708 $ 32.43 Total Fees $ 1,366.83 Based on 2003 RS Means Residential Cost Data 3/5/03 03/05/2003 12:51 4013482060 MANSFIELD IN PAGE 01 ACD Q. CERTIFIG~, E OF LIABILITY INSUk~`'NCF=CSR Cc I DATESMNYDDIYY► BR-4 1 03/06/03 100110OUCaR NO; CERTIFI TE is I"L AJ A MA 01. INFORMATION ONLY AND CONFERS NO RW HTS UPON THE CERTIFICATE Mansfield Snsurance Agenoy Inc HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR lls High street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Westerly 12 02991-1886 INSURERS AFFORDING COVERAGE Pblone1401-996-2096 Faxv401-348-2060 ENSURED INSURERA: XKC Insurance C 4nias INSURERS Zurich-Am*rican Ine• Co. M Andersen suil4ers, LLC _uRE>'tC Robert Anderson . . . _ Wes to URER Df VI-Nd roal flvenue E: COVERAGES INSURER THE POLICIES OF INSURANCE LISTED OELOW NAVE OMEN ISSUED TO THE INSURED NAMED ABOVE FOR Ti-rz POLICY PERIOD INDICATED: NOTWITHSTANDINQ ANY REQUIREMENT. TERM OR CONDITION OF ANY CON-RACT OR OTHER DOCUMENT WITH RESPECT TO WHCH THIS CERTIFICAT MAY SE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES D9SCWaEO HEREIN IS SUBJECT TO A'.L THE TERM;., EXCLUSIONS AND CONDITIONS OP 9UCi POLICIES. AO09eGATF LIMITS SHOWN MAY HAVE BEEN REDUCED SY PAID CLAIMS. TYPE OF INSURANCE OOLJOY NUMRGR ! DATE !YY DATS ! V LIMITS GENERIALLIABILITY EACHOCCUMIENCE $1,000,000 A X ( C.OMMIRMC1ALGENERAL LIABILITY 2XS469503 06/29/02 1 06/29/03 FIREDAMAGE(Amy enarre) $100,000, I_._._........_I CLAIMS MADE X„OCCUR i PGR EXF (My or* Dnraan) I = S s 000 SONAL6ADVINJURY b1, 000_, 000 . GENERAL, AGGREGATE -.-L.1.2 , Q Q O F Q 0 0 'L AGGREGATE LIMIT APPLIES ES PER: 'PRODUCTS • COMPJQP l.OG $2,000,000 r- POLICY LOC AUTOMOBILE LIA mrrf I COMBINED SINGLE LIMP- ANY AUTO I fE+81C6denq S -1 ALL ONMcED ALROS BODILY INJURY SCHEDULEOAUTCS i (P": we m HIRI D AUTOS I BODILY INJURY ` NON•CWNED ALTOS (Par accidsm) PR PQR7Y DAMAGE {P^r accidenll GARAGE LIABIUTY I AUTO ONLY . EA ACCIOf:NT -I S ANY AUTO EA ACC , F 07HER THAN AUTO ONLY AGG : S i7faSS LIA ITY EACH OCCURRENCE 3 -_....L.. L..,. OCCUR I CLAIMS MADE A013AEGATE S DECUCTI9LE S K'«i'I'1414 TIUN S S WORKERS COMRRlNSATION AND 13 /MPLOYIIq'LIAaILITY 6ZZU3643X780603 02/12/03 02/12/04 IE.L.EACHACCIOENT 5100000 i E.L. DISEASE .EA EMPLOVEtY 3 1.0000 G...,,........-- OTHER F,L, W$EA9E • POI.:CY L MIT 1 5 0 0 0 0 0 DESCRIPTION OF Oft- ATIONSILOCATIONSNEMICLE Residential Carpentry SJExCLUSION$ ADDED SY ENDORSEMENTISPECIAL P0.01ASIONS CERTIFICATE iiQt pER N I ADDlTIONALINSURED;INSURERLETTER: CANCELLATION X01MVXL BNOL+LC ANY CF THE ABOVE DESCR ISto POUCIIS gig CANCII.LBD BEFORE THE EXPIRATIO DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MIUL „l-c_ DAYS WRITT2N Town Of MOn toil l s , CT NOTICE TO THE CERTIFICATE BOLDER NAMED TO THE LEFT, WJTi1a~X*Z= p SMALL Building Dap L . IMPOSE NO OBLIGATION OR 61ADILITY OP ANY KIND UPON THE INSURER, ITS AOICNTS CR 310 Norwich-New London Trp$. REPRESENTATIVES. lancasville CT 06382 AUTH Es ACORD 23.3 (7197) CA-CORD CORPORATION 19b8 Town of Montville Building Department" 848-3030, Ext 382 ONE & TWO FAMUX CONSTRUCTIONTERMIT SIGN-OFF SHEET 3 a fin, L 6- Property Address Job Description: 1 The ownerlagent shall be responsible for the completion of the form, no certificate of occupancy will be issued until all signatures below have been obtained. HEALTH DISTRICT 848-3030-882 Approved ❑ Permit ❑ Not Applicable Septic System Date Approved ❑ Permit ❑ Not Applicable Private Well Date WPCA DEPARTMENT 848-3030, Ext. 881 3 _ Approved Permit ❑ Not Applicable unicipal Sewer Date ?a - A, . House Trap ❑ Outside ❑ Inside Approved ❑ Permit # ❑ Not Applicable Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 Approved ❑ Permit ❑ Not Applicable Director Date PLANNING & ZONING DEPARTMENT 848-3030. Ext. 81 _ In-Compliance J S ® E Permit Not APPlicable ' Zoning Date El In-Compliance ❑ Permit Not Applicable Inland-Wetlands Date F ki NOTES: q 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 PLAN WAS COMPILED FROM OTHER MAPS, RECORD RESEARCH AND/OR OTHER SOURCES OF INFORMATION. IT IS NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD SURVEY, AND IS SUBJECT TO SUCH CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. 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 1S BASED ON CLASS A-2 SUBDIVISION PLANS ENTITLED: "PINE RIDGE ESTATES SUBDIVISION OLD COLCHESTER ROAD MONTVILLE, CONNECTICUT" BY BENNETT & SMILAS ENGINEERING, INC., DATED JANUARY 20, 2000 AND REVISED JUNE 20, 2000. 3. THIS PARCEL IS ZONED R-40. IT WAS APPROVED AS AN OPEN SPACE SUBDIVISION. SETBACKS ARE GENERALLY: FRONT 37.5'; SIDE 11.25'; REAR 37.5'. LEGEND 40 FEET 0 20 40 EXISTING PROPOSED I PROPERTY/STREET LINE - - - STONE WALL SCALE: 1"=40' BUILDING SETBACK LINE O- S S SANITARY SEWER, MANHOLE D STORM SEWER, CATCH BASIN TREE LINE - - - -290- - - - CONTOUR SF SILT FENCE °Oyti FD FOOTING DRAIN c~% FM FORCE MAIN WELL ~ti9o CI TELEPHONE HANDHOLE J E ELECTRIC HANDHOLE Q ELECTRIC VAULT/MANHOLE Q TELEPHONE MANHOLE © CABLE TELEVISION HANDHOLE O CABLE TELEVISION POST D`b~ S GB 65 too Tnttt f Truss Type Ott' PIY WOOD 522 f QUEENPOST Rev-/ 300 ! STOCKS P780432 wood struetuns Inc. 3.300 a May 261995 M1I ex Industries, Inc. Mon Jun 1210:26.261995 Page 1 s 1:4.0 8•e•0 4-4-0 ,','fff pN. f~~l11f{f►r~, .4.p {.4A .V••..........FC~ i n~-, of M,, W. 0 ss •'Q 'til~~~: t: •G _ STEPHEN W.Y G v H i ti~ ~'jt . +1 ' 4K4 = n 3 o CAat.ER n. , ,,tt CIVIL -Ye y ~ M. i~0 13111% 3.OOr12 ` •O 1`{3. ~0 ! 1x4 1X4 01 ow V: "o-, P/0 L I ai Iris 31117 J. SEE DETA I L JUN 2 3 1995 1.1.121 a 1 1.1.12 e•1a~ 1.1.12 Plate Onsets (X Y): 11:04.0, 9.10-4 LOADING (P11) SPACING 2.0.0 CSI 08FL S TCLL 42.0 (In) (M) Yd 2 PLATES GRIP TCOL 7.0 t-Plata r Inc ass 1.15 TO 0.69 Vert(tt) 0,32 6!0 +urWerltlcrease 1.15 BC 0.95 Vett(TL) 0.46 1/7 578 578 M20(2094) 1991146 SCLL 0.0 Rep Stress Incr YES we 0.36 BCp. 10.0 Cods TPt t-ktra(R) 0.06 S we Min Langth / LL del = 240 Weight: 65 (Iba) LUMBER LRACING TOP CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2.6.3 on Center orrlin spacing, SOT CHORD 2 X 4 SW Nat SOT CHORD Rlgld ceiling direetly applied, or 10.0-00 on kk WEBS 2 X 4 SPF Stud je~~lrrrrr•~~~ I WEDGE Le1t:2X4,Ri9ht:2x4 ~s4~~~ QF VFW' ~''rar lltlftetrrr..pf' Op New tie, ,,....•,eti,~ Ur ~eP Yo REACTIONS (lbs/size) 1°1411!0.3.8, 5=1411/0.3.8 ~A~ tp `!;F, 14, ~tA W. e. • STEPHEN W. • 9 ; ~ • G•' 2 a ~ FORCES . t.y • • I. ,moo h 91 9~•, to 'rv R : * .i-..- Iffy i t TOP CHORD 1-2=-2161, 2.3=-1831. 3-4°•1831, 4-5=-2161 ► : CABLE SOT CHORD 54ia1964, 6-7=1984, 1.7=1984 wEes 2-?=-N7,3-7& c* No. 5 29 ~ s25, 4-7+-567 N o . 654.8 t ~ LOAD CASE(S) Standard ~ ; r . :w 90 `.9F ~e`~ ~4 ~~a 0163013'3 ;9 0 rGA'Ai ESSIOt 1_-arfrr~a 2^4- WEDeIrE 0" t'ft." ~ W. CAB LEra - . i'r . `u• fit p C.4 14 T. DESIGN LOADING: .......:....''~:yY•`~'~ c~J )I TCLl1TOTAL (PSF) 42!59 a 24" oc, 63/74 Q 19.2" ac, 63189 ~ 16" oc. This truss has been designed for a 20 psi bottom chord live toad, applied concurrently with afir"A ~adsi, ~c CtS TE4`" 1~ I wherever the clear distance between the top of the bottom chord and any other member Is 42 InOhes.or,prealer. ~pCr " V t~tjt'`y~ E)){+s E+ i? ff This check conforms with B.O.C.A. 1993, Section 1606.1.2, Table 1606.1. ,.AVARi'ItJNO • Y~r( dsaipss AsarawfeRers srnd =AD N0Ta11 QtY 77118 AND JWV3RW 8= /aPOM tl . Qemilon vcad IF, use only wah Musk connectors. Me, design b bawd onlY wtan Iwwfnetera.wwn, and Y for an krdfv Imtasas.on. loaded vethooW. - Applicability of design Parameters and proper k+ootporaikki at DoTp Is ity Of f build ng comp nat -nl to 1» designer. Drooling shown Y for lateral support or krdAgduol web elembesf only. Additional tern biaoI to Irmo stability durity aneltu -not truss ,elponYbulty of the eeeatol. Additional permanent br Oofary ly of h h==ere desio wing condrul gui Y tare eparaing Wbrloalbn, puaNty Ooh}f01, stns W the ov"aN sleuptYN Is the a=spoMtbe of the buYeling wslgner. For 12»noea guidance Mon.fing f tabil at and Drso age, 01604", ereo}lan and rxoakrg, consfsl Qer•aa oumry Mended, t=it W Drooling fpeaWeatlen, and HID•91 M(Tok Industr)ee, In e. NW a=aomneefwaelaisavaaabN from truss Plate kufture, 44111 O'OnoWOOdMe. Memo WI"719. t-~k i ~ Sf t SS or" Job Truss Truss Type City ply 6SCR 628SCR SCISSOR TRUSS 1 1 ,P77233= REV-2 wood structures inc. 3.300 a Jun 7 1995 MITek tndustnes, Inc. Fri Jun 23 1128.24 1aJrJ5 Page i i •2.0.0 I 5-510 s•9690 i4Q0 115.9- 2.0.0 5•a0 ]0.0-0 2.0-0 655-90 a 45-0 4•1.6 4.60 ••5.U 5.5-90 2.0.0 4x4 = 5 ZK OF M~Ss 3x3 3x3 STEPH W. gcyG ' 4 `6 CASLI:R CIVIL M 6.00 12 1x4 3 3 / 3x~ -o .y~N0. 319270 CAP y 1 x4 2 9p~ tc~i ¢G, 8 1STE. k, 11 F`t`s/ NA 8x10/M26H = AL 12 10 3x3:- c, .rI 3x3 z 0 1 Io 4x9 :r 3.00 12 9 49 z f i 7z'3 94•ac f ao-9r•93 a-ao T2.3 6iU 6.0.93 7.2.3 Plate Offsets (X,Y): E1:0-1-4,0-0•101,15:0-0-0,0-1-121, E9:0-1-4,043-1 0] LOADING (psi SPACING' 2.0.0 CSI DEFL (in) (loc) I/dell PLATES GRIP TCLL 42.0 Plates Increase: 1.15 TC 1.00 Vert(LL) 0.61 11/10 541 M20(20ga) 199/146 TCDL 7.0 Lumber increase 1.15 BC 0.99 Vert(TL) 0.86 11/10 385 M20H(209a) 1491109 8CLL 0.0 Rep Stress Incr YES WS 0.55 Horz(TL) 0.63 9 n/a BCDL 10.0 Code TPI Min Length / LL dell = 240 Weight: 96 (ibs) LUMBER BRACING TOP CHORD 2 X 4 SPF 165OF 1.5E TOP CHORD Sheathed or 1.11-10 on center puffin spacing. BOT CHORD 2 X 4 SPF 165OF 11.5E BOT CHORD Rigid ceiling directly applied, or 10.00.00 on center bracing. WEBS 2 X 4 SPF Stud 'Except' ~s~•ssseeses•o 11-5 2 X 4 SYP No.2 •~~es Q~ s•/ . REACTIONS (Ibs/size) 1-1631/0-3.6,9-183110-3-8 JUN 2 3 199 ~~.'~.••.••••y sI~ ,,yel~lllls/l/, FORCES ! TOP CHORD 1-2■-5328, 2-3=_4904, 3-4=-4904, 4-5=-3511, 5.6=-3511, 6.7=•4904, 7.8=-4904, 8-9--5328.• s • STEPHEN W ' ~',~L' •~~C '~~i ~~1J w s 80T CHORD 9-10=4858, 10-11-4117,11-12-4117, 1-12=4858 ` : C A B L E R i ~Q~ c^•- ' i` C,Q WEBS 2-12=-372, 4-12-633, 4-11=-904, 5.11=2722, 6-11=-904, 6-10=633, 8.10=-372 ro . • " `r~ : G No. 6548 Coo f'L"~fA n,: LOAD CASE(S) Standard !r O ieI ; (s>: r: h ~y~ DESIGN LOADING: kr•s'as 7 r= .1 ' TCLLITOTAL (PSF) 42/59 @ 24" oc, 531`74 @ 19.2" oc, U.r` ° Lt"PlSi e.-. . 63!89 @ 16" oc. r. Fs • • • .r ~0• t 3111- : lV This truss has been designed for a 20 psf bottom chord five load, applied concurrently with all other rowf/GNA L 1, r iPj. ;4••"•r\~ wherever the clear distance between the top or the bottom chord and any other member is 42 inches or greater rR're l(/;i I This check conforms with B.O.C.A. 1993, Section 1606.1.2, Table 1606.1. M STEPHEN urZtf:tllll►l►1\ M~~y~itrtirt►r~~ STEPHEN 1 %0 0 F W. CRBLEA V1. 0 1A W. C co No. 5.292 CO ti^r.ri~~.r~d •x~4. 453i S~ ~c, \C\~ti FQ aG303~ 2~ ,,Pi{;;F c .~t.., t ~r~EO fS. i~rJAi BMW: EA r,'~slOtYbliii'« WARIyINO - Ver(ry do Won pararnetere and JREAD NOTES ON THIS AND JISVERSE SFDE BEFORE IUSS. Design vard tot use only with Mnek connectors, this design Is based oily upon parameters shown, and blot an Individual bulkJing component to be st+rs9ssrrr desgnerand 300q ehd V0111 to bisral sab8f y of design poramslser and proper Incorpolatbn of component Is responsibility of buildng tlesgnot - not truss IndivIduol ontV. Ad lom tetponsreuuy of the erector. Additional perrmanentt blacIng of the overall structuretIs the a spo gybitty broclnh to bosun stabighl esig during gentl of guidance Is the regarding fabrication. qudlfy control, storage,.detlvery, erection and bran Ponty Sl of the 038-ssg dsspnsr, for sanca Handling Inslatenp and tracing flecommendaltonavasob9e from isuss Piste Institute 693 WOnok Drive,Modban, MA 5710 cfna specification, ion, nukfon, and Hill-91 MlTslk Induslrks, Inc. 01/09/2002 16:59 1-203-468-•2596 VIGLIONE HEAT&AIR PAGE 05 --yM~~ - 3Etite Softrwara De+rabpanealk. Irk. RgVAb. Rnskkniial A Light CmoMrcbl HVAC Loads Pr*gWM WDU* ulal Cho$ Jannkv$ 1 28-tW9 i t ptuN* pe, PA 15460 Project Summary Project residential company" Viglione Heating & Cooling Inc. Client: RepnesentatiW. STEVE ViGLiONE Addr Address: 259 Commerde Street Cry; MONTViLLE GT City: Fast HAVEN Ct. 06612 Phone; 203 467-8388 Phone' Feed (203)468-2596 Fax Design Data Praject Name: residertial Reference City: New Hawn, Connecticut Deity Temperature Range: Medium Latitude: 41 Degrees Elevation: 6 Feet Elevation Sen:ble Adj- Factor 1.000 Elevation Total Adj. Factor. 1.000 Elevation Heating Adj. Factor 1.000 outdoor Outdoor indoor lndc*r Grains D~ Sub Wet R§LUW- -QV-I A I" Q&ffl Wtnter: -10 NIA NIA 70 NIA Summer: 96 73 50% 75 22 - - , Check Figures Total Building Supply CFM: 1,400 CFM per square toot: 0.686 Square feet of room area. 2,040 Square feet per ton: 629.327 BWlding Losdu Total heating required with Outside air: 84,W Btuh 84-846 M8H Thai sensible gain: 28,952 Btuh 90 IWO Total latent gain' 3,197 Stuh 10 % Total coal[ng required with outside air 33,149 Btuh 32,762 .242 Tons ((based on sensible + latent) used on 77% sensible cWsdtY) Moles _ Calcutations are based on 7th edition of ACCA Ma"l J. All computed rOSUb are astimates as t5uildir4l use and weather may vary. Be sure to select a unit tttiat meets both sensible and latent loads. 01/09/2082 16:59 1-283-468-2596 VIGLIOtE HEAT&AIR PAGE 06 t MYAiC tads *n am EOM sofWAM mvdopw~ raelnlcC - IIwWnIfN t+<Jlfti! eor. RI i6eA PA 19460 05-2&4M CT Room t„oa8 surwmary Raab sysbem 01 Room Load SuelM" Run Run C19 Cig Clg Zone CIg Air ROOM Arw Sens Norn Oust OuCt Son: i.at Nan Adt Acl Sys No Noya 5F 8buh CFM Sim Val flbtd+ Btuh CFM _Fed CFM . CFM, --Zorie '1.r 1 AM 41 962 43,158 712 8-6 493 18,578 1.451 775 1.25 942 715 2 Aron 2 1088 41,869 _698 6-6 531 13,37 1,746___G25 1.00 608 625 -System 1 Totals .M2040 84,846 1,400 29,952 3,197 1;400 1,550 1,400 'Main Tnxk Sins 20x12 in. wMein Trunk vaiocky Constrair4t were not met due to duct adladuia li NolonL Main Trunk Air Velodty ¢ 910 F+ *VWubs System in Coo km system summary 00d Swe bielt.atant Sonaibis Latent Tots; _ TOM Stuh Stuh Btuh Net Required: 2.162 9096/1096 29,W2 3.197 33,149 Rseoromendsd: 3.242 779612396 29,952 8.947 38,899 Systan 91 ERuipmsnt Dais H. . &MM, Cooling om Typt3: Nobiral On Furneooe Standard A/C Permit # Uncas Health District 372 W. Main Street - 2°a Floor Norwich, CT 06360-5450 Phone No. (860) 823-1189 FAX No. (860) 887-7898 E-Mail: office@uncashd.org I Internet: http:Hwww.uncashd.org Serving the People of Norwich and Montville Application for Site Testing and the Installation of Sewage Disposal S stems Property Location: Town Street Street # Lot # Owner: Phone # Address: Installer: License # Expiration date: Address: Phone # # of Bedrooms Use of Structure Garbage grinder? No ❑ Yes ❑ Whirlpool/Oversized tub? No ❑ Yes ❑ # of Gals. Non-residential design criteria: Flow GPD Within 200 ft. of a public water supply? Yes ❑ No ❑ . Within 200 ft. of a public sewer? Yes ❑ No ❑ Water Supply: Public ❑ Well ❑ Footing Drain: Yes ❑ No ❑ Curtain Drain Yes ❑ No ❑ Inground Fuel Tank: Yes ❑ No ❑ Easements on Lot: Yes ❑ No ❑ - On a Flood Plain? Yes ❑ No ❑ Lot size: S.F. Within 100 ft of a: Watercourse or Pond - Yes ❑ No ❑ Wetlands - Yes ❑ No ❑ Site Testing - $100.00/lot New System ❑ Subdivision ❑ # of lots $ Additional Testing - $75.00/lot ❑ # of lots $ Perc Testing Fill - $50.00 ❑ $ Groundwater Monitoring - $100.00 $ Sewage Disposal System Permit - New System ❑ $100.00 Repair ❑ $125.00 Septic Tank Only $75.00 ❑ Commercial System $125.00 ❑ Transfer Permit $25.00 ❑ Renew Permit $25.00 ❑ $ Plan Review - Residential $75.00 ❑ Commercial $100.00 ❑ Subdivision/Site Plan $75.00 ❑ x lots Well Only $25.00v x lots $ Total Fee Due $ Fee Paid:$ Cash Check # Receipt # Date: Signature of Installer Date: ➢ The installer must present a copy, of his current license at the District office and sign the application ➢ A set of house plans must be submitted with the application for new construction ➢ The applicant for site testing must arrange for a backhoe and supply 10 gallons of water on-site ➢ A minimum of 4 test holes and a perc test, in the primary and reserve areas, are required per lot ➢ An accurate plot plan, to scale, must accompany the application ➢ The fee must be submitted with the application prior to testing the lot ➢ Someone familiar with the site must meet the sanitarian at the time of testing ➢ The licensed installer must be present at the time of the final inspection BDV SERIES DIRECT VENT, GAS FIREPLACES A I 1.- E ---*I J K L I BC F } yob 14- i A ~I G 1 24114"tom 88 A 31" 1639MM p 1t,a1h° ! m 3 d" t 127MM 13 718 74 l 733m" 1; ys" / 37Sn1m K 71W 1194~IRt C 1a srs° 141arr1m ~ L a Iff,121 0 31' 1787mm IH .26110 / 514rnm 34" 1$10" 1 27 in I ~ 3earnrn A 311111" 1014mm 1 9114,1171011 14 34 IWI a70MM $ ta" J K 10'125,4100 C 21" 1 S33MM tS 1i" / tiI 06 L 13 W 13~ 0 33" 1 R3* n+ H 49 716 L 606m1» A 39" 1 1y91fttnl s 24" / 0101 em 1 271171" t "1111111111,1111M ' 1"01101 9 34 im- f 87-NM F: 18" 140$fnm d 8 3I r 12130 t C 21" / 83swim 419" i 4&3ntn► L 4 301 12 t~W 31a 11 3a" 1914rnm H, 22 718" / Walrll'n 1 30 716' / 48>lllllVR A 43" / 1 m ~ 31'-/ 756 J 4 in-1149"w" e 37" ! 94p 18" 14o6tn1arl K 314^ 121 C 23 In" f 07onnm R 4$ 4/4° / 476mm L 12 412' 131J1 to H 28 61e' 1678mm 0 40" l 1*16MM OMMMMEff { It-- E --►I B 1 W ` JILL C F A• Imo- D F 7la9 f 9 1 1 31114111110V T fr 14- 1356 1 ,f 5 S rt' 1 1' f G ate" t#FD9t►1ur1 iK 71 1WW 1 tl1 { 0 31"/ n E 7 fJY f i 414" ~ f1 3a" f.#1A+il 19 34" t iktlmM 34 1 ~i 8. rv-x t7^~ngr+rti ,r 10 C ~t1" I G 371W I q1 Ck " flWkpaln i. 13 ve' 1 3 > A W ! llRltnnn 1» 24" ! 814mws► 1 y tnlr' 141MN0 is ; 9Mt t!r" f B7Qn1 t R t .4 19* 11>44111M I tom'' t 21allion . . i3 `3!i" f 9#4tmt1 1a 12 t r I WWI" IA 1;~ H 31 ° /T> I' 7" 117*tM1'!a . " 8'f" ! Or 16" ! 4th d 41~r12461Ae1 l 11tt"1117 NY4► G 40"1 f#tlipAns !1 tit'E K 0 40"114#6nrm i« 12 trx" f 1 ISO ;g+ ~9y0o1.8C ©re7EQ``~ out In the interest of constant product improvements, we reserve the right to change specifications W without notice. Before installations, please read Installation Instructions and check all local MA t~~ • Building Codes and Gas Regulations. CDN Patents: 1 264 765,11 284 766,1 284 767,1 295899. U.S. Patents: 4 838 240, 4 838 241, 4 909 227. ~re~I~-ces YOUR MAJESTIC DEALER Vermont Castings, Majestic Product CONNECTICUT APPLIANCE 410 Admiral Blvd. & FIREPLACE DIST., LLC Mississau a, Ont. 1-5T 2N6 50 Graham Place, Tel. 860 621-9313 g Souihin CT 06489 Fax 860621.2151 Tel- (905) 670-7777 www-majest[cproducts.com Fax: ;(905) 565-4690 www.vermontcastings.com 1000.0338 01i02 I MECcheck COMPLIANCE REPORT J ! 1995 CABO Model Energy Code t f MECcheck Software Version 2.07 Permit # i ~ t p ! f Checked by/Date p COUNTY: Montville ! STATE: Connecticut HDD: 5999 CONSTRUCTION TYPE: Single Family DATE: 1-8-2002 COMPLIANCE: PASSES Required UA = 386 Your Home = 352 8.8% Better Than MEC Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS: Raised Truss 2040 30 -"-"'33 WALLS: Wood Frame, 24" O.C. .0 30.0 33 ~ 1472 19.0 0.0 87 ~ i In GLAZING: Windows or boors 120 DOORS 0.530 64 DOORS 18 0.350 6 30 0.350 10 FLOORS: Over Unconditioned Space 2040 19.0 HVAC EQUIPMENT: Furnace, 80.0 AFUE 0 0 96 - COMPLIANCE STATEMENT: The proposed building-design-described here is -Y 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