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HomeMy WebLinkAboutSFR 2005 TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2004-0625 Date: 18-Oct-04 Map/Lot: 028/005-048 Owner ID: 5488000 Project Location: 72 PHEASANT RUN Unit: Job Description: Single Family Residence Owner Name: Robin Hill Village LLC Tenant Name: N/A Careof: 183 Quarry Road Milford CT 06460- Telephone: Contractor Name: Watch Hill Builders LLC Telephone: (860)535-0859 DBA: Lic/Reg Type: NHC Lic/Reg No: 131 46 Taugwonk Road Exp Date: 30-Sep-05 Stonington Ct 06378- Construction Value Permit Fees Construction Information Building Value: $147,017.00 Building Fee: $1,184.00 Use Group: R-4 Plumbing Value: $10,282.00 Plumbing Fee: $88.00 Code: 1999 State Building Code Mechanical Value: $11,424.00 Mechanical Fee: $96.00 w/2004 Amendment Electrical Value: $10,526.00 Electrical Fee: $88.00 Construction Type: 5B Total Value: $179,249.00 Penalty Fee: $0.00 Permit Code: R2 C of 0 Fee: $25.00 Comments: Plan Review Fee: $145.60 State Ed Fee: $28.68 Total Fee: $1,655.28 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. ❑d Footing -Prior to pouring concrete ❑d R Plumbing and leak test ❑d Backfill- Footing drains and waterproofing R Electrical ❑d Concrete Slab-Prior to pouring concrete Elec Trench-with conduit installed ❑d Framing ❑d Electrical Service CRS No: 0 ❑ Fireplace Throat-One flue above throat j R HVAC ❑ Chimney-One flue above thimble ❑ Gas Piping and leak test ❑d Firestop Draftstopping ❑ Final Inspection • Insulation ❑d Certificate of Occupancy Building Official's Approval: ��Jr‘Y� Town of Montville Building Department Receipt Date ___y____/s / go, No. 04316 / '1/ I From: . it . • . •a_-/4 J.ir WO' _ _'i _ Job Address: r - " I. I — /i - -- Vii: Amount ....,,, _i____4?r: Cash Check # ci 7, . 44)6,200 el'— 0 6 R--9 Received //'.f,� /�_ /_i/�" Permit #ve�j}® 7 — 06 B NEW RESIDENTIAL PERMIT CALCULATION (1 STORY) Address: House Construction A Average Custom QTY $/UNIT $/UNIT TOTAL Living Area 2040 SF $ 71.19 $ - $ 145,227.60 Finished Basement SF $ 24.73 $ - $ - Unfinished Basement 240 SF $ 9.35 $ - $ 2,244.00 Kitchen 1 EA $ - $ - $ - Plumbing Full Bath 2 EA $ 4,229.40 $ - $ 4,229.40 Half Bath EA $ 2,691.15 $ - $ - Garages Attached, 1 car EA $ 8,885.10 $ - $ - Attached, 2 car 1 EA $ 15,113.70 $ - $ 15,113.70 Attached, 3 car EA $ 20,913.90 $ - $ - Detached, 1 car EA $ 11,657.10 $ - $ Detached, 2 car 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 120 SF $ 22.31 $ - $ 2,677.20 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 $ 147,017.25 Y (Is air conditioning included (YIN)? $ 5,704 PERMIT FEE CALCULATIONS Fee Building $ 147,017 $ 1,184.00 Y Plumbing $ 10,282 $ 88.00 Y Mechanical $ 11,424 $ 96.00 Y Electrical $ 10,526 $ 88.00 Work Commenced before permit issuance CO Fee $ 25.00 Plan Review $ 145.60 State Ed Fee $ 179,249 28.68 Total Fees $ 1,655.28 Based on 2003 RS Means Residential Cost Data 8/30/04 Town of Montville Residential Plan Review Date: 61 U CCUS T /7J Z oOL1 Job Address: 7Z FLII ASANT 2vtJ Job Description: IJ I GJ S�TL 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)that are checked-off or commented on: • Supporting Documentation Crawl Spaces Plans are to be drawn to s cale i ncluding d imensions o f r ooms and Crawl space data—clearance to joists, slab thickness (if provided), spaces and all framing information(112.1) vapor barrier(409) Building permit application not completed,signed,and/or dated Ventilation(409.1) Permit fee$ Access 18"x24"(409.2) Permit fee to be calculated Worker's comp.Affidavit or worker'comp.Insurance • Floor plan(s) Copy Contractor's registration or license Plans required Construction permit sign-off sheet Dimensions Provide all documentation to show compliance with the Model Finish floor elevation Energy Code(1995 MEC). Minimum room sizes(304.1) Street address of project on all drawings and documents required Door and window sizes Field set of approved plans need to be picked up from our office Kitchen layout Two sets of construction documents required Bathroom layouts,tub sizes in gallons,space clearances Stair location(min.width 36")(311.1) • Site plan Attic access location and size xPlans required Identify the use of each room Finish floor elevation Indicate required light (8% of floor area per room)and ventilation Property lines not provided (4%of floor area per room)for each habitable room or space(303.1.) Distance from property to structure Indicate safety glazing in areas required such as:doors,windows,tub Structure dimensions &shower enclosures,etc.(308.4.) Driveway Indicate bedroom egress windows(5.7 sf net clear opening,24"clear Topography(existing and proposed) opening height,20"clear opening width)(310.2.1.) Footing drain inverts,outlet and separation Egress window maximum sill height 44"(310.2) Proposed utilities Are basement stairs enclosed/accessible?(310.3.) Wetlands and flood zone limits and elevations Designate which door is the required exit(36"minimum,hinged) Garage • Foundation Plan Minimum 5/8"Type X gypsum board separation(on garage side)to all living spaces—all combustible support framing to be covered with Plans required minimum 5/8"Type X gypsum board if it supports habitable rooms Dimensions (309.2) pp Wall thickness Indicate minimum 1 '/."solid wood door, 1%"solid core steel door,1 Footing sizes '/T honeycomb core steel door, or 20 minute rated door from the Frost protection required garage to the house and its basement or attic(309.1) Window and door sizes and locations Indicate self-closing devices on all doors from garage to the house Hatchway and its basement or attic(309.1) Foundation—indicate the assumed soil conditions that the system has Indicate slope for garage floor(309.3.) been designed for or provide engineering data. If presumptive soil conditions cannot be met,provide soil bearing engineering data(401) • Elevations Concrete strength—foundation,floors,exterior porches,walks,slabs (402.2) Plans required Basement—finished of unfinished? Type of siding Vapor barrier between sub-grade and concrete basement floor Type of roofing (505.2.3) Other finishes Minimum height of foundation walls above finished grade(404.1.3) Finish grades Perimeter insulation,if conditioned space Building heights Anchor bolts—size and location(403.1.a) Dimension height of chimney above roof Floor thickness and control joint location(403.1.a) Roof pitches • Lally column size,attachment and spacing(408) Column footings—size(403) • Building Section(s)&Details Waterproofing details(406) Plans required Rebar if required—wall length,unbalanced fill,or soil conditions will Floor-to-floor heights determine this. Provide engineering data for complex design. Handrails and guardrails — detail, including height and maximum Fireplace/chimney base opening,handrail cross-section,continuity and required returns Concrete piers and anchor details—decks Riser height(8 'h"max),tread depth(9"min.),and nosing(3/4"— 1 Foundation drainage—sump,drain to grade,or town storm system; y,') indicate pitch(405.1) Show minimum headroom in stairways—6'-8"measured from nosing Beam pockets—minimum clearances plane to lowest point of ceiling Stud size and spacing,species and grade(or minimum Fb and E) Sheathing—size,thickness,type Siding,material,type,style—underlayment per mfg. Flashing detail—windows and doors—type,material Town of Montville Decks/Porches • Framing plans Plans required Plans required Joists—size,span,spacing,direction,species and grade(or minimum Bearing partitions Fb and E) Direction of framing Ledger—show attachment and flashing to house Beam spans,size,species,grade Decking material and size Framed openings Beam—design data if required Sheathing type and thickness Posts size,material,and height Window and door header sizes Piers—size,material,depth below grade(minimum 42"required) Joists—species and grade(minimum Fb and E),size,direction,and Indicate joist hangers at flush framing and ledger spacing Stairs,handrails,and guardrails Joists over-spanned Headers/beams overspanned • Chimneys and Fireplaces Double joists at parallel bearing partitions,bathtubs,etc.(502.3.2) Indicate clearance of masonry to combustible framing materials and Details of framing for plumbing, such as headers and trimmers at clearance from fireplace opening to finished trim traps,etc. Show data for mechanical flue sizing Joist hangers for flush framing conditions or ledger(502.4.2) Show exterior combustion air source Deck material,type,size,and span Flue sizes Floor insulation—R-value,type,vapor barrier location Manufactures data and installation instructions for metal fireplaces Provide design data for all unaligned wall and floor bearing points. Indicate location of all point loads • Electrical Plan(s) Cantilevered framing less than 18"to grade to be pressure treated or Plan(s)required decay resistant x Engineering data for steel beams,engineered lumber,roof trusses or Panel location(s)with main size Meter socket location any other engineered product or design Outlet locations Roofs/ceilings GFCI outlet locations Provide roof framing plan for roof geometry Lights and switches Ceiling joists — spacing, span, direction, species and grade (or Appliance/equipment circuits minimum Fb and E) Rafters— itch,spacing,s an,s species,and Stair illumination and E p p p grade(or minimum Fb Stairway light activation at both top and bottom of stair(303.4) Insulation—R-value,type—including basement walls if applicable Show required AC/DC smoke detectors(316) Ventilation—ridge,gable,soffit Provide minimum net ventilation data • Mechanical plan(s) Attic access(22"x30"minimum)for any attic with 30"or more clear Plan(s)required height Dryer vent Roof sheathing—type,size,thickness Bathroom exhaust ventilation (natural or mechanical) type and size Collar ties—size,placement,spacing with calculations Roof covering — shingles — type, nailing, provide proper Hood exhaust underlayment — show interior horizontal distance of double Type of heat underlayment at cave,etc. Heating,ventilation,and air conditioning plant locations Overhang detail Oil/LP-gas tank size,location and piping Provide framing details of trayed/vaulted ceilings Make-up air requirements Provide detail of cathedral ceiling structure and venting Manufactures data for equipment Indicate connection of lower chord of roof trusses and ceiling joists to Heat loss/gain calculations the top plates of interior and exterior walls. Calculate roof tie-down sizes when required by wind conditions • Plumbing plan(s) Show framing for gables in cathedral ceiling construction Plan(s)required Provide engineering data for all roof trusses—(truss drawings must be Building trap location signed and sealed by a Connecticut Licensed Professional Engineer) Sewer location Roof rafters over-spanned Domestic water location Ceiling joists over-spanned Manufacturers data for whirlpools,corner tubs,&larger tubs Water heater size,type,and location Comments: p/PGSC)c &hi poUSe2 : .6 I ing Official TYPICAL 10 X 12' DECK DETA I L 2"X6" P.T. JOIST 16" D.G. W/ I-IANGERS 5/4"X6"P.T. DECKING )1\1 2 - 12'- 2"X6" P.T. BEAM ' SUPPOR i W BY 4"X4" P.T. COLUMNS 11 i 2"X6" P.T. LEDGER LAGGED TO FOUNDATION { 10' 10" CONCRETE PIER I I I MIN. 48" BELOW GRADE 0 I I - 12' I ‘4 STAIRS TO MEET OR EXCI-t-i. COB0.- R-213 GRIPABLE I-4ANDRAIL r SPINDLE SPACING MAX. 4" 9" TREADS W/ 1" NOSING (2X10) 8 1/4" MAX. RISE (CLOSED) 30" MIN. I-IANDRAIL NO BOTTOM RAIL ALL P.T. MATERIAL Town of Montville Permit # Building Department 310 Norwich-New London Tpke. Tel. 848-7166 Uncasville, CT 06382 Fax. 848-7231 Application for Building or Trades Permit Building Permit Trades Permit ® New Construction ❑Accessory Structure BTfumbing ®JKechanica! ID Maim ❑q)emofition ®Efectrrcaf X Heating ❑Attention ❑Other X_airConditioning Gas n9 Job L.ocationJ2 Pheasant run j i 1 s 48 Job Description/Materials single family home owner D'amato Brothers Builders . Mailing Address 46 Taugwonk Rd. City Stonington State C.T. Zip 06378 Tel 860-535-0859 Contractor Watch Hill Builders L.L.C. Mailing Address 46 Taugwonk Rd. City Stonington state C.T. Zip 06378 Tel 860-535-0859 Contractor's License/Registration Type&Number 131 Exp. Date I / s / OS New Rome Construction Contractors: Have you entered into a contract with a consumer for the proposed new home?❑ Yes© No 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 mak. • .plication for a permit for such work as described above. Owner/Agent Signature Date F / /e / L_ Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ $ Other $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total $ 130,000 $ Town of Montville Building Department 848-7166 CONSTRUCTION PERMIT SIGN-OFF SHEET te. 01/4_ LI Property Address Map/Lot Job Description: The owner/agent shall be responsible for the completion of the form, no construction permit will be issued until all signatures below have been obtained. HEALTH DISTRICT 823-1189 ❑ Permit#: ❑ Not Applicable Septic System Date ❑ Approved ❑ Not Applicable Plans for Food Service Establishment Date ❑ Permit#: ❑ Not Applicable _ Private Well Date WPCA DEPARTMENT 848-7094 At.314____\14 Permit#: I 1 [1] Not Applicable unictpal Sewer Date ❑ Permit ft ❑ Not Applicable Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 0,1r,. /V ❑ Permit#: [=1Not Applicable Directorate POLICE DEPARTMENT 848-7510 ❑ Plan Reviewed ❑ Not Applicable Officer in Charge Date PLANNING&ZONING DEPARTMENT , 848-8549 1 airy/oy (1 Permit#: ,, 4)'7'Z O ❑ Not Applicable Zoning Date �� ❑ Permit#: ❑ Not Applicable Inland-Wetlands Date FIRE MARSHAL'S OFFICE 848-1175 Plan Review ❑ Approved ❑ Not Applicable Fire Marshal Date ....�^ -... V liaL1U!C Mt.N 15i 1K P�,GE OE RiPrAC-I s dNds$&iLiebe Co mnralal NVAC Loads P - • c Innings Program le Die maltanan Davdep+nsro,Ina. Pl+aantsiMa,PA 19480 eb'e-1Ne sal r\C h pcromoontiai ] Project Summary - "JJ Project residents' Client: Company. V'gtione Heating&Cooling Inc, Representative. STEVE VIGLIONE Address: Address: 259 Commerce Street City. MONTVILLE CT City: East HAVEN ct. 06512 Phone: Phone: (203)487 8388 Fax Fax (203)488-2596 Design Data Project Name residentse! Reference City: New Haven, Connecticut Daily Temperature Range. Medium Latitude 41 Degrees Elevation: 6 Feet Elevation Sensible Adj. Factor. 1.000 Elevation Total Adj.Factor: 1.000 Elevation Healing Adj. Factor 1.000 Outdocr Outdoor indoor Indoor Grains Dryikla Mist Rollie- th.bult Differer>ce Winter -10 N/A N/A 70 N/A Summer. 95 73 50% 75 22 Cheek Figures — --- _.—.___ Total Buiding Supply CFM: 1,400 CFM per square foot 0.686 Square feet of room area 2,040 Square feet per tom 629.327 Building Lads _ �_� — •� Tohl Mating required with outside air: 84,845 Btuh 84.845 MBH TWO sensible gain: 29,952 Btuh 90 % Total Went gain: 3,197 8tuh 10 % Total aiding nsquired with outside air. 33,149 Stull 2.782 Tons(based on sensible 4 talent) 3.242 Tons(based on 77%sensible capacity) Ncites - Calculations are based on 7th edition of ACCA Manual J. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent ioads L., "JO auv♦ lu•u, 1•..e13-4ee-t5Jb VIGLI0r•E HEAT$AIR FAGE @E _ Chi Amite e a int cariummini WA*tame endow ,/1.cfV t &a way DwMLIJ___lath � fM lhariyPA 10 06•211411111106•2114111111q 11 1,. dr�mi wry fl Item Load inisepot% ,1 M *Mem IM Roan Laed Summery lite Roan Anse Una Noe Duct Oud See Run Run rie Lm Nom Zone a Ab Air 8a _ . lli+h_ _CFM__ it� Ve -- __Stun SSA CFM Fit CFM CFM --�Z ni 1--- 1 Ates I1 962 43,158 712 84 489 16,678 1,451 775 1.25 942 778 2 Areal 1081 41,889 b4531 .13374 1,748 _ 826 1.00 600_ 826 Syt sn 1 Totem ~2040 84,546 1,400 — 29,962 3,197 1400 1,580 1,400 'Mein Trunk Siva 20x12 in. 'M*Punk velocity constraints were not mot due to curl dtetlt4e 8niiworx. Mein TrUnk Air Velocity F 910 FeeV6 nu i System N Cooling System Summary C� St Cooling 1sSensible Latent Toes -ne -� — ------- Mull Stuh ,3tuh Net Required 2.782 9016110% 20,982 1197 3.242 77%123% 29,962 8,947 8,800 System 91 lqutpm.nt Deet ratlittaXISIM Type: N*iret umaoe Standard A1C . .t_,n tit /Irl rr iv/ s_.01../...) v . J'1 1 nit.41. ../ 4_, 11.1611Ll'PIA Job Truce Tru se TWe City Ply 4Z snow 120 mph wind N51_CTK 534 R345 FINK 50 1 14838383 ce optima/ Wood Structures,Bidde ord,ME 04005 5.100 s Mar 25 003 MI ek Industres,Inc. Tue Jun 10 09:09:05 2003 Page 1 td-0 g-0 19-0-5I 17-0-01 24-11-11 34-0-0 �'5 74141 7-11-11 I 9.0-51 -0I 1d-0 1-4-0 Scda=1.832 8X8= a 426!- F: . 4X8 5.00 12 2Xa y\ 4 l/ a 2x4// 3 e4 e 7 i r4 --- \ 31 C� E7\ _/ �` 8 9I$ 312= 13 12 14 1115 10 -- 3x12= 3x12 11 356= 4xe= axe= 346 12"Max Cant. See 3x72 II Alternate Detail Below 12"Max Cant. See Alternate Detail Below 1 1011-0 1 23-0-8 0- { 340 10-11-812-1-0 10.11 —. Plate Offsets(X,Y): (2:0-0-4,1-/-1b],(2:1-0-9,0-1-21,[6:0-3-0,0-0-121, (1:0-1-12,0-0-12),[B:0-O-4,1-7-151,[8:1-0-9,0-1-2], (11:0-3-0,0-0-12) LOADING (psf) SPACING 2-0-0 CSI DEFL in floc) I/deft L/d PLATES TCLL 42.0 Plates Increase 1.15 TC 0.53 Vert(LL) -0.43 10-13 >947 360 GRP TCDL 7.0 Lumber Increase 1.15 BC 0.72 Vett(TL) -0.58 10-13 >893 180 M1120 169/123 BCLL 0.0 • Rep Stress Ina YES WB 0.68 Harz(TL) 0.11 8 sate nisi BCDL 10.0 Code BOCA/AN5195 (Metrix) Weight: 165 lb t LUMBER BRACING - TOP CHORD 2 X 6 SPF 1650F 1.5E TOP CHORD Sheathed or 3-10-5 oc purlins. ROT CHORD 2 X 6 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied cr 7-0-1 oc bracing. WEBS 2 X 4 SPF-S Stud Except" 5-13 2 X 4 SPF 16501 1.5E, 5-10 2 X 4 SPF 1650E 1.5E WEDGE Left:2 X 6 SPF 1650F 1.5E, Right:2 X 6 SPF 1650F 1.5E REACTIONS (Ib/size) 2=2240/0-3-8, 8=2240/0-3-8 Max Harz 2=2B511oad case 61 Max lJplift2=-1014)load case 6), 8=-1014(load case 7) FORCES (Ib) -First Load Case Only TOP CHORD 1-2=48, 2-3=-4340, 3-4=-3927,4-5=-3772, 5-6=-3772, 6-7=-3927, 7-8=-4340,8-9=48 BOT CHORD 2-13=3844, 12-13=2584, 12-14=2584, 14-15=2584, 11-15=2584, 10-11=2584,8-10=3844 WEBS 3-13=-754,5-13=1388,5-10=1388, 7-10=-754 NOTES 1) Wind:ASCE 7-98; 120mph;h=35ft;TCDL=4.2ps1;BCDL=5.0psf; Category II;Exp C;enclased;MWFRS gable end zone; cantilever left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Design load is based m 42.0 psf specified roof snow load. 3)Unbalanced snow loads have been considered for this design. 4) •This truss has been designed far a live load of 20.Opsf an the bottom chord in ell areas with a clearance greeter then 3-6-0 between the bottom chord and any other members. 5)Provide mechanical connection )by others)of truss to bearing plate capable of withstanding 1014 lb uplift at joint 2 end 1014 lb uplift at joint B. LOAD CASEIS) Standard DESIGN LOADING: r 1" ,`tt11.t11f11i11i1 TOLL/DOTAL IPSFI 9" ♦t\tt` G° i>>�il'/ 42/59 @ 24"oc. t: '�Y>k'C 53/74 @ 19.2"oc. 2'X�1 2x6 Wedge `-gyp. ,(,j ll�f,f; ••r/� i� 83/79 @ 16""oc. 1117- �^ „�,` Q �• lr/�r 112"Ma r • .rye ►� RY • ? (' &12= a No 13102 a ' q` Hyl.•xs:"Ps1YJ r .,$ w ftffRN111Mt1t11N��June 13, 2003 A Warring.VM7 grim p mints rn sari READ NOTES ON THIS AND INCLUDED SITES REFERENCE PAea MI-7473 BEFORE USE validDesign etaled�I loaded veonly in* MRek mnedors Ttis design is bored ar,ly upm parameters shown,and b Iv at irdutduel bulling mrpma4 to be " >t' Ii arcing shown b heh/y d design Iararleriers axl prop.YlaxpvNtion d arxnprxnerl Is repordb■ly'd building dreamer-nal tram >. eapadhlBty d the.adv AdrRl support d Fdrfdual web members arxy Additional temporary bracing la Ira..>r.blly a,rtrg aanrrvdlea b the Perma,.X bradng el the weal drus,xe Is the respxdhMly el the :. meaning latxiryw qo 8y mend.9 building designer F.wand gland h derive,tion ma able Ir and bracing avaut.883 D n.3Ry Drive,Slanad, a dB 6371 g spadlaJivh and H 19-tn AA i're -;w Mendip Irda1rp and Bracing Remm,addian mailable Inxn Ines elate Indica,693 D Or,drla Drive,Madam WI 6371 e I I MECcheck COMPLIANCE REPORT I 1995 CABO Model Energy Code I Permit # MECcheck Software Version 2.07 I I I Checked by/Date I COUNTY: Montville i I 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 30.0 30.0 33 WALLS: Wood Frame, 24" O.C. 1472 19.0 0.0 87 BSMT: Conc. 8.0' ht/6.0' bg/0.0' insul 200 0.0 0.0 56 GLAZING: Windows or Doors 120 0.530 64 DOORS 18 0.350 6 DOORS 30 0.350 10 FLOORS: Over Unconditioned Space 2040 19.0 0.0 96 HVAC EQUIPMENT: Furnace, 80.0 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the 1995 CABO Model Energy Code. Builder/Designer Date 1 IIelbll 1.1 /,/, i , lU/ ._UUJ ♦1 . JAI t`t114L Th Truss Truss Type I Qty ply AZA snow 120 mph wind - WSI_STK 628S S286 SCISSORS 60 1 14838391 Jab Reference Wood Structures,Biddeford,ME 04005 5.100 s Mar 25 003 MITI*Industries, Inc. Fri May 30 10:24:48 2003 Page 1 141, 512 14-QO F 1-.44) 5-0-12 I 43-112 I I 17-10.8 I 22-24 I 284-0 29-4J0 3-10-8 3-10-8 43-12 5-612 II 1-4-0 Scale=1:31.2 44 II 6.00 12 6 3.4 i 1111111111 .4 , 5 7 3x4! 1 5x4 4 <-:_____,...... Sal ewe a 1 5x4 13 / i axe N 1*.., g ,- 2 14 12 �+ �1 .V°11. 3x4 3x4 10 �� 11]+ 3x12= 3.00 12 0 3x12 I___ 7-5-14 14011 20-6-2 7-5-14 1 6-6-22 I I ?&00 6-6-2 7-5-14 Plate Offsets(X,V): [2:0-0-15,0-0-1],(8:0-2-0,0-0-4],[9:0-0-11,0-1-0], [10:0-0-15,0-0-1] LOADING (psf) SPACING 2-0-0 CSI DEFL in — TCLL 42.0 Plates Increase 1.15 TC 0.78 Vert(LL) -0.57 (Ioc13 >579 360 PLATES GRP TCDL 7.0 Lumber Increase 1.15 BC 0.72 Vert(TL) -0.82 12-13 >406 180 M1120 169/123 BCLL 0.0 • Rep Stress Incr YES WB 0.87 Horz(TL) 0.57 10 n/e rite BCDL 10.0 Code BOCA/ANSI95 (Matrix) Weight 95 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed a 2-3-13 oc purlins. ROT CHORD 2 X 4 SPF 2100F 1.8E BOT CHORD Rigid ceiling directly applied or 5-2-10 oc bracing. WEBS 2 X 4 SPF-S Stud •Exaep t• 6-13 2 X 4 SPF-S No.2 REACTIONS (lb/size) 2=1780/0-3-8, 10=1780/0-3-8 Mat Harz 2----289((oad case 5) Max IJplift2=-852(load case 4), 10=-852(load case 5) FORCES (lb) -First Load Case Only TOP CHORD 1-2=54, 2 3=-5443, 3-4=-4975,4-5=-4873, 5-6=-3619, 6-7=-3619, 7-8=-4873,8-9=-4975, 9-10=-5443, 10-11=54 BOT CHORD 2-14=4867, 13-14=4070, 12-13=4070, 10-12=4867 WEBS 3-14=-401,5-14=683,5-13=-836, 6-13=2771, 7-13=-836,7-12=683,9-12=-401 NOTES 1)Unbalanced roof live loads have been crosidered for this design. 2) Wind:ASCE 7-98; 120mph;h=35ft;TCDL=4.2psf; BCDL=5.Opsf; Category II; Exp C;enclosed;MWFRS gable end zone; cantilever left end right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 3) •This truss has been designed for a live load of 20.0psf on the bottom chord in all areas with a clearance greeter then 3-6-0 between the bottom chard and any other members. 4)Bearing at joint(s)2, 10 considers parallel to gain value using ANSI/ PI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 5)Provide mechanical connection (by others)of truss to bearing plata capable of withstanding 852 lb uplift at joint 2 end 852 lb uplift at joint 10. LOAD CASEIS) Standard DESIGN LOADING: 1�111111111l�t� 42159TCLL?024'oTAL r_ �j1�\�t Con— ,`o ff2zili ,. pF NNS %, 53/74 @ 19.2'or `tet off ,...., C� �fi 63/79©16'ac ti � ,41 > i,'z,. �(,.� �. i ' y . ., 37 -0 NO. 13102 +lry/IIIA �1%'� June 13,2003 0 Marring•Weft deign pens iebars end READ NOTE!ON TNI!AND INCLUDED MITER REFERENCE PAGE MI-7473 BEFORE USEWei — —Design veld Ire,lora only with Minsk rxnnredmes Tills design b based only upon perernalars shad,and bier an Indvidoal Wiling m,pmery to be Installed and loaded vadinalily Applaabity d design par menhirs and proper Incorporation d ompane l b respan lh4'y d bulli ng designer-designer Bracing those,b tar Is,eat■,ppan almangier,Individual web n,ly Addrlanet larasiney b enhrg la Imre Mobility d nerNnnnti r theme nasporelbilly n tin a alar Adiiona pennereerl bradng d the overall riruoline b the reapvelyly d the bulking designer Far general guidance moaring�,�rrary mantra(terage,delivery,erection and bracing.0004t QST-88 Dually Standerd 038 89 Bracing Spedlwrlan and H19-91 Mending--- irg Bracing Rn��nreendali ni mailable burn Trace Male ln,I8,Ae 883 Dandda Drive,Madam WI 8:37161 ' " Job '• Truss Truss Type -- Ory Pry WOOD 524COMB0 FINK 300 1 STOCKS wood structures Inc. sP780434 REV.' 3 300 s Jun 7 1995 MiTek Industries, Inc. Fri Jun 23 10 00 03 1995 P I -7.0.0 { 5-10•f 17.4.0age t 0 17.1.10 I 24.11-0 ss-10. 3-1.10 { 770'.O { 0-10.0 70-0 404= . 3 a 50012 1x4\ 9xdn 2 4 al =I 0 L:1 o 110 e 7 6 Io 3x3= 3x4= 3x3= r ` SEE DETA IL_ 63-14 { 1567 5-3-14 1 24-0.4 7-4-4 63-14 1 LOADING(psf) SPACING 2-0-0 CSI TCL 42.0 Plates Increase 1.15 DEFL (in) (lac) Ud PLATES GRIP14 BC f,OD Vert(LL) 0.23 7/6 999 M20(20ga) 199/146 TCDL 7.0 Lumber Increase 1.15 BC Loy Ven(rL) 0.32 716 890 BOLL 0.0 Pep Stress lncr YES W8 0 37 BCOL 10.0 Code H°2(14) 0.08 5 n/a TPI Min Length/LL dell=240 Weight:73(lbs) LUMBER TOP CHORD 2 X 4 SPF No.2 BRACING BOT CHORD 2 X 4 SPF No.2 TOP CHORD Sheathed or 2-1-0 on center purlin spacing. 2 X a SPF Stud BOT CHORD Rigid ceiling directly applied,or 10-00-00 on center bracing. WEBSREACTIONS (lbs/size) 1=1629/0-3-8,5=1629/0-3-8 FORCES TOP CHORD 1-2=-2590,2-3=-2319,3-4=-2319,4-5=-2590 SOT CHORD 5-6=2378, 6-7=1676,7-8=1676, 1-8=2378 WEBS 2.8=-507,3-8=789,3-6=789,4-6=-507 LOAD CASE(S) 1)Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(lbs per ft) Vert:1.2=-98.0,2-3=-98.0,3-4=-98.0,4-5=-98.0,5-6=-20.0,6-7=-20.0,7.8=-20.0, 1-8=-20 0 Concentrated Loads(lbs) Vert:1=-196.0,5=-196.0,6=-34.0,8=-34.0 DESIGN LOADING: TCLL/TOTAL(PSF)42/59 @ 24"oc, 53/74 @ 19.2"oc, 63/89 @ 16"oc. This truss has been designed for a 20 psf bottom chord live load,applied concurrently with all other loads wherever the clear distance between the top of the bottom chord and any other member is 42 inches or greater. This check conforms with B4O.C.A. 1993,Section 1606.1.2,Table 1606.1. I �P,�E OF NEW Yp STEPHEN W. CABLER 01 .iiiiIIIIIIIIII co ,1 .1 0 73 !"'t Yt%ii leu 11%: 597 CANT. '\�° 4;gpg0� `�`� REGISTERED C- VN •�Qp•5 ij�1J�' PROFESSIONAL ENGINEER • • IIII a Mil WARNING-Verify design parameters and READ NOTES ON MIS AND REVERSE SIDE BEFORE USE. Dess7n void tot use only with Mask connectors.This design Is based only upon parometeis shown,and Is tot on IndMdual building Com installed ontl boded vertbopy. AppucobBl of !"• Y design parameters and proper Incorporation of component k ref V nonent to be designer.Btocing shown k tot lateral support of IndMtlual web members only.Additional tem Ponslttty ttyduring duding donna not buss -" respont/Wiry rI the erector.Additional permanent bracing of the overall structure k the tesponsblNy of he buldiingpdetignsr.For ooenetat aunldonce .. PE MATESTIC. c , irert°11 BR / BC SERIES WOOD BURNING FIREPLACES =or both warnods and comfort to your home, nothing can 11111111� seat the 1k/ C Series Wood fireplaces from Malestic mote Mreplsns offer top-of-the-Yne%awns and aesthet,cs, • all in an economical and easy-to-instatl package Standard features • Extra tae and aide dimensions to,expansive iirevwwtn$ and longer lots } • Traditonai tapered Firebox sides provide greater reflection l, of radiant heat • Available in 36'• and 42" Radiant(11R36/MR42) and Heat• Circulating($C36/1C42) models • Firebox is tufty lined with du mole refractory with reakstic brick pattern •Nearly Mwulble w rotas.*(rho unsightly slots,holes or gaps) • ai t-1n Frere damper with poa*rve-lock reduces home heat lou when fireplace is not in use -w • black Wire Mesh Firesaeen protects against sparks 1.1 er WOO • Unobtrusive buMt-tn ash tip reduces ash sp0lage. -_ _ lir '��� • Grrwws WOW gasket Grate made of lough 1/2-inch steel J `. i l " • Er• Easy access with knockouts conveniently located on both lf,t.'r��\ +...wea•rr vides for optional gas log installations. "` : 110 p.r • factory-+nrWMd connection for Outride Air Seabee's. which i F prowldes noddy Sow of combustion air to flrebow for tightly - r I •S U g!U• sealed homes Venting and tenrshation solo separately ase - I q . seir • Uses Malestic's t- 'SK' dousle wall chimney system :: -, t i•el g e Nati 1 that keeps'installabon simple and ecortonnkv• No tools •,e or fasteners needed for this snap-together pipe system. — 17? r I-� UL/ULC tested and Mstvd for safely(US and Canada) "•''i ►-•__.,,) .r • Unshod q+ y 30-Year Protection plan assure h • Insulated mode%for cold-cllmate installations. +I r O�tlonallloos� r - �`r�� wr• Terrsptr d$i-Epic Glass Coors enhanw l ,•'iir.,..- rr y �, rappearance - and . W improve efficiency b caducei neat loss. Avariabie in Lade Ili'� r, tpwestepr� nd Deluxe Polished gran finishes. 1 i,ci•/ �' • Easily+rsefarvd Pemba Mr Fan(Model FN-12 for IC modesit — ••• • only)distributes a constant flow of warned rows air e>r ew • + :I • f ull �wedti toslaln and maned Shelves available In ready-to-wit Wit WIT. I } .f M ! es, - - Ar Tm r • ..• ►tore lett r 111*saptle 1111e164 5rrsrulas es M.K waists,ted kslreka rW.en. ^sir sanest newt mem emu lir gle snip Wee re rw.a sew ear hi et edumb al ass Repo fel"air _Aeons_ 1441V111; 7411M lrh =SIT tw hidline 411.e0 PIM ali.el.rN WNW MOialioyes wtee ilik 108010• 11me IIMMEMNIMMEN MECcheck COMPLIANCE REPORT I I 1995 CABO Model Energy Code I I Permit # I MECcheck Software Version 2.07 I I I I Checked by/Date 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 30.0 30.0 33 WALLS: Wood Frame, 24" O.C. 1472 19.0 0.0 87 BSMT: Conc. 8.0' ht/6.0' bg/0.0' insul 200 0.0 0.0 56 GLAZING: Windows or Doors 120 0.530 64 DOORS 18 0.350 6 DOORS 30 0.350 10 FLOORS: Over Unconditioned Space 2040 19.0 0.0 96 HVAC EQUIPMENT: Furnace, 80.0 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the 1995 CABO Model Energy Code. Builder/Designer Date ae: kt }F, �y, AUG-03-04 11 : 19 AM D'AMATO-BROS 1203$145794 f . 1 tr'lat11i.1 1IYA.tfiit .fii' +l0.1P.1iA. fill t!,ilk',+tUlistOjit,\ti ; Tliiksii4ifil,i i40 IK is - a►: U :4 C Imo: y E i g E -gt i: : (4) ; c., . — Z p. M aQ y el r M� do ► A uZ . ct 1.4 4t-i4 . a .., Olimmi(it) h V o g Z a _ U W +I*. 0 O oma ' :* 1 I i- 1 W W LhrCii(i1+'%41l+i4 all r1 iiili+/619(4i'+11,11►1o14t0/ill+ifilU+lt11 (lil+s 0. 4 fig , F., BOISE CASCADE - BC CALCTM 2001a DESIGN REPORT- Triple - 1 3/4" US rhursaay.March 28.2ot)210 as x 9 1/2" V-L SP 2900 File Job Name - ROBERT ANDERSEN Name: Address City,State,Zip - MON7VIlLE, CustomerCustoer Untitled Specifier CT signer - ROBERT ANDERSEN LENIHAN LUMBER Code Reports ICBG 5512,BOLA 98-52, S8CCI 9852 MisCocpany. LENIHAN LUMBER AND K1TCH BSMT BEAM UNDER BIR 3 AND KlTCN SMT BEAM UNDER B/R 11111111111111111111411111111 ' 2,_ !!!!�! - i Stgndartl Loud-10 PSF I 10 PSF T 09,00 -00 tri men — Bo 1980 lbs LL g02 lbs DL 3-1 81 19801bs�Lt `- -- Total Horizontal Length 902 lbs pl. Data - -_ _- ength-11-00-00 Load S ----_— rsion: US imperial ID DascrtuarY _— — — i S Standard Load Type Ret. Start End Lire mbar Type: - Floor Beam 1 i)nf.Area Load Left Dead Trib. Dur. mbar of Spans - i Uni.Lin � 11 PSF 10 PSF r 00 100 1 Cantiever No Load Left 00-00-00 11-00-00 0 PLF 60 PLF r� 1x 0 IN anttele r - No Controls Summary Control Type Value %Allowable ce Moment 7926 ft-lbs Duration 100% Loadcasa S )(nary 0/12 End Shear 2467 lbs 40.5% ® 100% 2 Span Location ry 09-00(X} 25.6% 1 -Left Petary 09nla Total Deflection U573(0 23") 41.8% 100% 2 1 -Left Live 0835(0.158") 43.1% 2 1 nsUuct,on Type n/a Max.Dell. 0.23'(Limit:r) 23.0% 2 1 e Load 40 PSF Span/Depth 13.9 2 1 sd Load 10 PSF 1 raIoad 0 PSF Bearing Supports 100 Name Type ype Dim.(L x W) Value WalVPlate 3-12"x5-1/4" 36.9%Allowed Case Material ;closure Walt/Plate 2 B1 288.Ibs t c steness and accuracy of 3-12"x 5-114" 2882 lbs 36.9% 2 Spruce-Pine-Fir �must be verified by anyone Spruce-Pine-Fir )would rely on the output es fence of suitability for a ParGcutar NOTES: lance TheDesign meets Code minimum(L240)Total load deflection criteria Jicatiabove is °d building output above is De61gn meets Code minimum([360)Live load de flection ign properties and analysis meets arbitrary(1")Maximum load�ieftect,orcriteria eria. hods. Installation of Boise icade engineered wood products it be in accordance with the :ent Installation Guide and the liceble bu+7ding codes. To obtain nstallation Guide or if you have questions,please call 3)232-0788 before beginning lust installation. age i of a 13C10 and Versa-Larra®are registered trademarks of Boise Cascade Corp Vin I Q 2 C a. 4 Y C / / }y 7.0 t` (Q y C U '� IT a = c O O r T W c. LL I I I- IR N I R .1 I- , I b 1 L+J I I i, I b. I r y 1 0 IbI i L+J / .9-.9 / z r '9-'e '9-A 1 / g 5_wy gA§s a � �� z c S r--� 4b -1.---—.......— r o— I-s•I'II 906z 14-1Tenn(z)r , 0 L_J L--J 1111111 DLL A 4 I 0 OQI Eva L In Z•A - • I t� I X LAJ 31_2 I ic e EIS O. p. s,c, 3,1 a i § g i ..� ^1 ��g iiPn I h 0/o.9IOzIRZ tr N i C N C O CO 1 c>O —1, coo O LL 2 O O f Lt. .o—ta I L 1 N. 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