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HomeMy WebLinkAboutSFR 2004 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: B2004-0624 Date: 18-Oct-04 Map/Lot: 028/005-049 Owner ID: 5486000 Project Location: 68 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: $222,569.00 Building Fee: $1,784.00 Use Group: R-4 Plumbing Value: $14,525.00 Plumbing Fee: $120.00 Code: 1999 State Building Code Mechanical Value: $16,139.00 Mechanical Fee: $136.00 w/2004 Amendment Electrical Value: $14,871.00 Electrical Fee: $120.00 Construction Type: 5B Total Value: $268,104.00 Penalty Fee: $0.00 Permit Code: R2 C of 0 Fee: $25.00 Comments: Plan Review Fee: $216.00 State Ed Fee: $42.90 Total Fee: $2,443.90 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. O Footing - Prior to pouring concrete 0 R Plumbing and leak test ▪ Backfill -Footing drains and waterproofing R Electrical O Concrete Slab-Prior to pouring concrete Elec Trench -with conduit installed O Framing 0 Electrical Service CRS No: 0 ❑ Fireplace Throat-One flue above throat 0 R HVAC ❑ Chimney-One flue above thimble ❑ Gas Piping and leak test ▪ Firestop Draftstopping ❑ Final Inspection O Insulation 0 Certificate of Occupancy Building Official's Approval: -/G%�=iAilA411, . --, 4\t}).AI ( \P Town of Montville Permit# o; \ I Building Department Ai\ 310 Norwich-New London Tpke. Tel. 848-71 Uncasville, CT 06382 Fax. 848-7231 Application for Building or Trades Permit Building Permit Trades Permit 0 New Construction 0 Accessory Structure YjTfumbing ®aMecftanicat ❑Action ❑}Demo&ion (l Efectricaf X "[eating ❑Alteration ❑other X Air Conditioning Gas ung Job Location68_ peasant run lot# gy 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 C/ 1300 105-- New OS-- New Home 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 make appli • • for a e it for such work as described above. Owner/Agent Signature I Date g / 7' / ail Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ $ Other $ $ Certificate of Occupancy $ Nan Keview Pee $ State Education $ Total $ 130.000 5 I NEW RESIDENTIAL PERMIT CALCULATION (2 STORY) Address: 68 Pheasant Run House Construction A Average Custom QTY $/UNIT $/UNIT TOTAL Living Area 2882 SF $ 72.08 $ $ 207,734.56 Finished Basement SF $ 16.01 $ $ - Unfinished Basement 1562 SF $ 5.15 $ - $ 8,044.30 Kitchen 1 EA $ - $ - $ - Plumbing Full Bath 2 EA $ 4,229.40 $ - $ 4,229.40 Half Bath 1 EA $ 2,691.15 $ - $ - Garages Attached, 1 car EA $ 8,885.10 $ - $ - Attached,2 car 1 EA $ 15,113.70 $ - $ 15.113.7C 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 192 SF $ 22.31 $ - $ 4,283.52 Enclosed SF $ 94.76 $ - $ - Porches Open 264 SF $ 62.69 $ - $ 16,550.16 Enclosed SF $ 123.90 $ - $ - Heating Adjustment 2882 SF $ (2.76) $ - $ (7,954.32) Air Conditioning 2882 SF $ 2.84 $ - Electrical 2882 SF $ (5.16) $ - $ (14,871.12) Plumbing 2882 SF $ (5.04) $ - $ (14,525.28) TOTAL BUILDING CONSTRUCTION COST, LESS MEP $ 222,568.67 Y ils air conditioning included(Y/N)? $ 8,184.88 I PERMIT FEE CALCULATIONS Fee Building $ 222,569 $ 1,784.00 Y Plumbing $ 14,525 $ 120.00 Y Mechanical $ 16,139 $ 136.00 Y Electrical $ 14,871 $ 120.00 Work Commenced before permit issuance $ - CO Fee $ 25.00 Plan Review $ 216.00 State Ed Fee $ 268,104 42.90 Total Fees $ 2,443.90 Based on 2003 RS Means REsidential Cost Data 8/19/2004 AUG-03-04 11 : 19 AM D•AMATO-EROS ' "12938745794 F'. 01 Ftt;AthilCl.itt',f' 1„i ,',i1 '1It it t > , 1 .1' 4 . .44 I - .” g c /;e , •E e►. ` U 4- o (,3 19 - �► M EL' zlimo I 7 ,•=1.014,, iai 1 ....c o r 114* :lb ‘-'1.--- NE' rAl ..:.: -0 c4 eiiit , + � � .� 1174 a c) ti m A0 Z M © ' IN a O -[ o 6 u . LhII\61©1+'/iiivi'fiiHtiltilV 0/419i4inf/►1+iiiiiiy 4i'iri Dlit o/dl1Pt'ii viiii-E.14%.1' ,: f�« - C�. 1 Town of Montville Residential Plan Review Date: U 6-U.S r /'2� Z..00 IJ Job Address: Z, 5-- PA A-s A).jT I.v,J Job Description: /i1 1J _5'F--f2_. 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 scale including dimensions o f rooms 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$ Z t/�3,9p 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) •�Siite plan Attic access location and size e ., Plans 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 opening height,20"clear opening width)(310.2.1.) Topography(existing and proposed) Egress window maximum sill height 44"(310.2) Footing drain inverts,outlet and separation 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 Wall thickness (309.2) Indicate minimum 1%"solid wood door,1 3/4"solid core steel door, I Footing sizes 3/4" 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 a 11 doors from garage t o 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 d esigned for or provide engineering data. If presumptive soil conditions cannot be met,provide soil bearing engineering data(401) Concrete strength—foundation,floors,exterior porches,walks,slabs • Elevations (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 retums Concrete piers and anchor details—decks Riser height(8 '/."max),tread depth(9"min.),and nosing(3/4"— 1 Foundation drainage—sump, drain to grade,or town storm system; /4") 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 Cantilevered framing less than 18"to grade to be pressure treated or • Electrical Plan(s) decay resistant Plan(s)required Engineering data for steel beams,engineered lumber,roof trusses or Panel location(s)with main size any other engineered product or design Meter socket location Roofs/ceilings Outlet locations Provide roof framing plan for roof geometry Ligh outlet locations Ceiling joists — spacing, span, direction, species and grade (or Lights and switches minimum Fb and E) Appliance/equipment circuits Rafters—p itch,spacing,s pan,s pedes,and grade (or minimum Fb Stair illumination and E) 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 ventilationnatural or mechanical Collar ties—size,placement,spacing ( )type and size with calculations Roof covering — shingles — type, nailing, provide proper Hood exhaust underlayment — show interior horizontal distance of double Type of heat underlayment at eave,etc. X Heating,ventilation,and air conditioning plant locations Overhang detail Oil/LP-gas tank size,location and piping Provide framing details of frayed/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 Provide engineering data for all roof trusses—(truss drawings must be Plan(s)required signed and sealed by a Connecticut Licensed Professional Engineer) }t Building trap location Roof rafters over-spanned X Sewer location Ceiling joists over-spanned x Domestic water location Manufacturers data for whirlpools,comer tubs,&larger tubs Water heater size,type,and location Comments: Building Official Town of Montville Building Department 848-7166 CONSTRUCTION PERMIT SIGN-OFF SHEET 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 0 Permit#: Not Applicable Septic System Date 0 Approved D Not Applicable Plans for Food Service Establishment Date Pennit# 0 Not Applicable Private Well Date WPCA DEPARTMENT 848-7094 _ 13/61 Permit t LJ G,Rb El Not AppIir„ahle Municipal El Permit If Not Applicable Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 0 Pmt : U Not Applieabk Director Date POLICE DEPARTMENT 848-T510 0 Plan Reviewed fl Not Applicable Officer in Charge Date PLANNING&ZONING D PARTMEN1' 848-8549 Z-441-449 S 6 0L Permi• '-t 4. 2oL4 -2z41 Li Not Applicable Zoning IC 0 Permit#: 0 Not Applicable Inland-Wetlands Date FIRE MARSHAL'S OFFICE 848-1175 Plan Review 0 Approved El Not Applicable Fire Marshal Date ` mi.,t;is 2001a DESIGN JobDouble - 1 3/4"x 11 7/8" V-L Z90Q Sp REPORT- US Adda Fib W� �y' y 22 2002 14 39 Y.Siete, _Customer ifiM Name: Q£ /�IU £F es 14-39 Code R�Zip �Mx lq ''��'L f`cc TY 7S r� age now ti - ICBO 5612 SOCA 98.52,SBCCI 9952 y: IENIHAN LUMBER LENIHAAi LUMBER - BSMT BEAM B Slandered Low-40WOi 10 PSI, T 1/Z 1302-00 Bo •.• lbeLI 1 '�=be DL 61 11-07-00 7825 Ibe LL 31 112 2075 lbs DL 2969 b LL 11-07-00 GeneraTotal Hortaontal Length-23.02-00 623 les I Data Load Summary US Imperial ID Description S Load Type Ref. Start End Number o - Floor Beam Linf.Ares Load Left 00. 00 23live Nu Spans - 2 40 PSF 10 PSF 13.02-00 100 NoMember Type: Controls Summary Right Cnntilever Control Type Value No Moment 11236 ft-lbs 56'Allowable Duration 100% Loadcase s Stops 2 End Shear 2628 lbs 32.7% 1 -Right Location Cont.Shear 4187 lbs 52.1% 6 100% 4 1 -Rightett Tributary 13-02-00 Total Deflection L/781 (0.178") 30.7% ®100% 52 12- Repetitive rets Live Deflection L1907(0.153") 39.7% 5 2 Construction Type Ws Total Neg.Deft. -0.048" 9.7% 5 2 4 2 Max.Deft. 0.178"(Limit:1") 17.8% Um Load 40 PSF Span/Depth 11.7 5 2 Deb Load 10 PSF 1 Part Load O PSF Duration 100 Baarina Supports Name Type Dim.(L x W) Valu. %Allowed Case Material Disclosure BO Wall/Plate 3-12"x 3-1/2" 3291 the 63.2% 4 Spruce-Pine-Fir The completeness and accuracy of Bi Poet 3-12"x 3-12" 9700 lbs 932% 2 Versa-Lam the input must be verified by anyone 82 Wal/Plate 3-12"x 3-12" 3291 lbs 63.2% 5 S who would rely on the output as pnaos_PirFir evidence of suitability for a particular E adore. The ou�ut atxyve is NOTES: bawd upon building oode-aooepted Design meets Code minimum(L/240)Total load deflection criteria. design ams and analysisDesign meets Code minimum(L/360)Live load deflection criteria. methods. Installation of Boise Cascade engineered wood p Design meets arbitrary(1")Maximum load deflection criteria. must be in acoordanoe with the current Inion Guide and the applicable building codes. To obtain an lnstalabon Guide or if you have any questions,plow cal (1300)232-0796 before beginning product inion. Page 1 of 1 BCI®and Versa-Lama)are registered trademarks of Boise Cascade Corp. W lS MAJESTIC. Lo �irJJ la-ccs BR / BC SERIES WOOD BURNING FIREPLACES For both warmth and comfort to your home, nothing can . beat the BR/BC Series Wood Fireplaces from Majestic. I__u.uuIII BR42 These fireplaces offer top-of-the-line features and aesthetics, all in an economical and easy-to-install package. a Standard Features • Extra tall and wide dimensions for expansive fireviewing and longer logs. ih*, 4 • Traditional tapered Firebox sides provide greater reflection of radiant heat. ` j • Available in 36" and 42" Radiant(BR36/BR42) and Heat- Circulating(BC36/BC42) models • Firebox is fully lined with durable refractory with realistic brick pattern. • Nearly invisible air intake(no unsightly slots, holes or gaps). :� • Built-in Flue Damper with positive-lock reduces home heat foss when fireplace is not in use. • Black Wire Mesh Firescreen protects against sparks. - 22--1 BC36 • Unobtrusive built-in ash lip reduces ash spillage. r `' ''�j� " 01A ex" jh� �� - 201" 8- 0 • Generous Wood Basket Grate made of tough 1/2-inch steel. �'" .�'O f 20"SII .-%•RECESSED • Easy access with knockouts conveniently located on both 0 ® , i FLANGE FF gown opxvnpwgln�r.I -T FLANGE sides for optional gas log installations. 454` RWM SOW' Hergm 9 L. 41 • Factory-installed connection for Outside Air System, which „l' i ,-- r--- I T- II+'+r= r•1I , i p awlI provides steady flow of combustion air to firebox for tightly I i sealed homes. Venting and termination sold separately. 36% �,„ 11=1 WTSIDE 3rti.I ACCESS• Uses Majestic's 8” "SK" double-wall chimney system GAS LIEAIR ACDE66ACCESS-.— 19N" 21'that keeps installation simple and economical. No tools qh, ,,,,. ! d I •I . fasilaati .�) I it or fasteners needed for this snap-together pipe system. ELECTSCAI—� 914 ACCESS 13':.j ..._--_3 7,1 ':1'• • UL/ULC tested and listed for safety (US and Canada). Limited Warranty and 30-Year Protection Plan assure quality and dependability. I- ...., I.--29'• Insulated models for cold-climate installations. Oe- 9 Optional Accessories ��� / , _, i.'RECESSED _� LL] �' U$ ,r- NAILING •Tempered Bi Fold Glass Doors enhance appearance and ' k 5,,54,°pyyrywgtn0•.1—T FLANGE improve efficiency by reducing heat loss.Available in Black, Zoo WI � Brushed Brass and Deluxe Polished Brass finishes. ® ' ' ' •r•'�--.grid n + / , �--- • Easily installed Forced Air Fan (Model FK-12 for BC models I wassma ilii " .ov I Ill; I only)distributes a constant flow of warmed room air. "" o9TSIDE 3<1 GAS LINE AIA—, i, ACCESS-, • Full Mantels and Mantel Shelves available in ready-to-paint °AS FE I� ■/1,,19N 21 ACCESS- __ -Y z 11 d poplar or ready-to-stain oak. i9n• 11W i :1 i m-f n a- Ids ,; - t ARCN_, t91h."�-11 . __ '38`—_ NOTE:BR models have same framing dimensions as the BC models,but without louvers In the interest of constant product improvements,we reserve the right to change specifications without notice. Before installations,please read Installation Instructions and check all local Building Codes and Gas Regulations. MAIESTIC MAIESTIC PRODUCTS COMPANY PRODUCTS COMPANY 475 Adm,ral Blvd 1000 East Market Street, Mississauga,Ont.L5T 2N1 Huntington,Indiana 46750 Tel:1905)670-7777 Tel: (219)356-8000 Fax:(905)670-4676 Fax: (219)356-1039 1.800-701-7085 www.maJesticproducts.com 1000-344 11,'98 PUG-03-04 12 :07 PM D'AMATO–BRO$ 1203x_+745794 P. 1 22ie'a••a4 111 211orn F• Dail 1 iti Q CERTIFICATE OF LIABILITY INSURANCE ; cAT4(vocC .._ 4 D8'0312reta . SPFCIALTY INSu,w cL I SCRIMS.INc;. Serial 10036?. ONLY AND CERTIFICATE ON =R$144is 01E RIGHTS UPON THE DERTIF� E ATTEI!G INF IC,f< 330CRYs`TALLJIKE ROAD HOLDER. THIS O5R IPIC.ATE ORES NOT AMEND, EXTEnr'] G+Y GROTdN,GT oej4 . 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UNCASVIL!E,CT Qg3e2 Rom:No 011Ltt'rt I LIW L:o urs,of Alio'v,,ND I OWN rwr 614.1REF.I*a ACV:T4 ATI REI'Rt&F A*IvFF f AUTNCEIASR�,`r •EWA••. iISASN.M K?00 -xcoac 2.a fsoevaa .6 :r.r 0,..0„.....„- $E9A3TIAN RCL�O • NW•CORS CORPt)RATI(lN Permit Numba MECckeck Compliance Report Checked Hyp MECcheck Software Version 3.0 Release la 1995 MEC Edition CITY: Montville STATE:Connecticut HDD: 5999 CONSTRUCTION TYPE: Single Family. DATE:04/16/02 COMPANY INFORMATION: Anderson Builders COMPLIANCE:Passes Maximum UA=460 Your Home=401 11,5%Betts Than Code Glazing g Area or Cavity Cont. or Door perimeter &Don &Y I U-Factor UA Ceiling I:All-Wood Joist/Rafter/Truss 1650 30.0 0.0 58 Exterior Wall 1: Wood Frame, 16"o_c. 2688 19.0 0.0 138 Window 1: Vinyl Frame, Double Pane with Low-E 329 0.350 115 Door 1:Opaque 18 0.350 6 Dooc 2:Glass 40 0.350 14 Floor 1: All-Wood Joist/Truss,Over Unconditioned Space 1562 19.0 0.0 73 Floor 2: All-Wood Joist/Truss,Over Outside Air 88 30.0 0.0 3 COMPLIANCE STATEMENT: The proposed building design described hese is consistent with the building plans,specifications.and otter calcul tions submitted with the permit application. The proposed building has been designed to meet the 1995 MEC requirements in MECcheck Version 3.0 Release la. Builder/Designer__ --- Date �__ MECcheck Inspection Checklist MECcheck Software Verson 3.0 Release 1 a 1995 MEC Edition DATE:04116/02 Dept. i Use Roan [j j I. Ceiling 1:All-Wood Joist/Rafter/Truss, R.-30.0 cavity insulation Comments/Location Above-Grade Walls: [ ) t 1. Exterior Wall l: Wood Frame, 16"o.c., R-19.0 cavity insulation Comments/Location — -- { Windows: [) I I. Window 1:Vinyl Frame,Double Pane with Low-E,U-factor:0.350 { For windows without labeled U-factors,describe features: k Panes Frame Type Thermal Break?[) Yes[ )No Camments/Loation Doors: [} I. Door 1:Opaque, U-factor:0.350 Comments/Location — - ----- (} 2. Door 2: Glass,U-factor:0.350 Comments/Location — Floors: [} { 1. Floor I: All-Wood Joist/Truss,Over Unconditioned Space,R-19.0 cavity insulation Camments/L.ocatian [) I 2. Floor 2: All-Wood Joistfk cuss,Oren Outside Air,R-30.0 cavity insulation Cantmants/Locatian Air Leakage: [ j Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ j Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials and 3" clearance from insulation. Vapor Retarder: [ 1 Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materials Identification: [} Materials and equipment must be identified so that compliance can be determined. [1 Manu6rdurer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. (I Insulation R-values and glazing U-values must be clearly marked on the building plans or specifications. Duct Insulation: [} Ducts in unconditioned spaces must be insulated to R-S. Ducts outside the building must be insulated to R-6.5. Table 1: l(inisnrn Insulation Thickness for Circulating Hot Water Pipes. biguitioo Thidmer in Incises b3'Pipe Silo Hated Water Nan-Cin dating Rigi TIDusawro f D LiD to 1" Up to 125" 1.5"to 2&" 12311a: 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HYAC Pipes. Fluid Tamp. ptipiag San TM* gang,(}) 2"Rtma*ta 1" and Less 1,25"to 2" 2.5"to 4" Hating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for freed water) Any 1.0 1.0 1.5 2.0 c�Waterer, Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES 1'O FIELD(Building Department Use Only) Duct construction: [1 j All ducts must be sa►led with mastic and fibrous backing tape. Pressure-sensitive tape may be used { for fibrous duds. Duct tape is not permitted. [ j The HVAC system must provide a means for banking air and water systema. Temperature Controls: [ 1 Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Circulating Hot Water Systems: [ 1 Insulate circulating hot water pipes to the levels in Table I. Swimming Pools: [ 1 All heated swimming pools must have an uNof heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation. [ j HVAC piping conveying fluids above 120 °F or chilled fluids below 55°1%must be insulated to the levels in Table 2. ROBERT ANDERSON HVAC LOAD ANALYSIS for ROBERT ANDERSON 39 EDGEWOOD AVE WESTERLY RI. 02891 LENNOX RH"A C RESIDENTIAL AND LIGHT j COMMERCIAL HVAC LOADS Prepared By: STEVE VIGLIONE VIGLIONE HEATING COOLING 259 COMMERCE ST. EAST HAVEN CT.06512 203 467 8388 03-16-2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. ' i \igleone Heating&Cooling Inc I. ROBERT ANDERSON Eat;H. ,(T 06512-4147 03-16-2002 Page 5 Detailed Room Loads ',-1 3.Whole Second FL Room Length: 28.0 Feet System Number: 1 Room Width: 44.0 Feet Zone Number: 2 Area: 1,232.0 Square Feet Supply Air: 425 CFM Ceiling Height: 8.0 Feet Required Vent.Air: 0 CFM Volume: 9,856.0 Cubic Feet Actual Winter Ventilation Air: 52 CFM Number of Registers: 0 % of Supply: 12 Runout Air. 0 CFM Actual Summer Ventilation Air: 36 CFM Runout Duct Size: 0 Inches % of Supply: 8 % Runout Air Velocity: 0 Feet/Minute Actual Winter Infiltration Air: 138 CFM alloc. Design Loss: 0.000 In.wg/100 Ft. Actual Summer Infiltration Air: 50 CFM alloc. Actual Loss: 0.000 In.wg/100 Ft. Item Area -U- Htg Sen. Gig Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N -WALL-12G 44 X 8 207 0.065 5.3 1,103 1.5 0 318 E-WALL-12G 28 X 8 224 0.065 5.3 1,194 1.5 0 344 S-WALL-12G 44 X 8 352 0.065 5.3 1,876 1.5 0 540 W-WALL-12G 28 X 8 224 0.065 5.3 1,194 1.5 0 344 N -GLAS-3C 2-P 0-0 S-1 100%S 55 0.725 59.5 3,270 23.0 0 1,265 N -GLAS-3C 2-P 0-0 S-3 100%S 75 0.725 59.5 4,459 20.0 0 1,500 N -GLAS-3C 2-P 0-0 S-4 100%S 15 0.725 59.5 892 16.0 0 240 UP-ROOF-18F DARK 28X44 1,232 0.035 2.9 3,536 1.5 0 1,897 FLOOR-19A 44 X 28 1,232 0.312 12.8 15,760 0.0 0 0 Subtotals for structure: 3,616 33,284 0 6,448 Infiltration: Winter 137.5, Summer: 50.0: 145 85.545 12,404 7.586 1,153 1,100 Ductwork: 0.000 0 0.000 0 0 Active People: 690 lat/per, 900 sen/per: 2 1,380 1,800 Inactive People: 315 lat/per, 675 sen/per 0 0 0 Appliances: 300 0 Lighting: 0 0 Sensible Gain Total: 9,348 Temperature Swing Multiplier: X1.00 Room Totals: 45,688 2,833 9,348 Monday,March 18,2002 , RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. 'Vigieme Heating&Cooling Inc * ROBERT ANDERSON E::�t f Swen.,;;T 06512-4147 03-16-2002 Page 4 Detailed Room Loads 2. Family Rm. Room Length: 15.0 Feet System Number: 1 Room Width: 22.0 Feet Zone Number: 1 Area: 330.0 Square Feet Supply Air 316 CFM Ceiling Height: 8.0 Feet Required Vent.Air: 0 CFM Volume: 2,640.0 Cubic Feet Actual Winter Ventilation Air: 19 CFM Number of Registers: 0 %of Supply: 6 % Runout Air: 0 CFM Actual Summer Ventilation Air: 27 CFM Runout Duct Size: 0 Inches %of Supply: 8 % Runout Air Velocity: 0 Feet/Minute Actual Winter Infiltration Air: 82 CFM alloc. Design Loss: 0.000 In.wg/100 Ft. Actual Summer Infiltration Air: 30 CFM alloc. Actual Loss: 0.000 In.wg/100 Ft. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM _ Loss HTM Gain Gain N-WALL-12G 22 X 8 131 0.065 5.3 698 1.5 0 201 E-WALL-12G 15 X 8 100 0.065 5.3 533 1.5 0 153 S-WALL-12G 22 X 8 155 0.065 5.3 826 1.5 0 238 1 S-DOOR-10G 3 X 7 21 0.670 54.9 1,154 15.8 0 332 1 N-GLAS-3C 2-P 0-0 S-1 100%S 45 0.725 59.5 2,675 23.0 0 1,035 E-GLAS-3C 2-P 0-0 S-1 0%S 20 0.725 59.5 1,189 72.0 0 1,440 UP-ROOF-18F DARK 15 X 22 330 0.035 2.9 947 1.5 0 508 FLOOR-19G 22 X 15 _ 330 0.071 2.9 961 0.0 0 0 Subtotals for structure: 1,132 8,983 0 3,907 Infiltration: Winter: 81.6, Summer: 29.7: 86 85.547 7,357 7.581 684 652 Ductwork: 0.000 0 0.000 0 0 Active People: 690 lat/per, 900 sen/per: 2 1,380 1,800 Inactive People: 315 lat/per, 675 sen/per: 0 0 0 Appliances: 300 600 1 Lighting: 0 0 1 Sensible Gain Total: 6,959 Temperature Swing Multiplier: X1.00 I Room Totals: 16,340 2,364 6,959 I 1 i 1 Monday,March 18,2002 1 RfVAC Re t&Ugt Commercial HVAC/iced*.Progranfr Elite• Software Development;Inc: rw "_ ROBERT ANDERSON I Vio>one.. :ting&.Coaling Inc 7 , '_ . taSt Haven,GT 06512-4147' 03-16-2002 Pape 2 System#1 Summary Loads Component Area Sen. Lat. Sen. Total Description Quan Loss Gain Gain Gain 3C Window Double Pane Clear Glass Metal Frame 375 22,295 0 11,960 11,960 10D Door Wood Solid Core 36 1,358 0 391 391 10G Door Wood Panel 21 1,154 0 332 332 12G Wall R-13+ 3/4" ExtPoly Board(R-3.8) 2,224 11,852 0 3,413 3,413 18F Roof+Ceil R-30 Batts(2x10"rafter) 1,562 4,483 0 2,405 2,405 19A Floor Over Basement/Encl Crawl Hardwood No Insulation 1,232 15,760 0 0 0 19G Floor Over Basement/End Crawl Carpet+ R_11 1,562 4,547 0 0 0 Subtotals for structure: 7,012 61,449 0 18,501 18,501 Active People: 6 0 4,140 5,400 9,540 Inactive People: 0 0 0 0 0 Appliances: 0 0 900 1,800 2,700 Lighting: 0 0 0 0 0 Ductwork: 0 0 0 0 0 Infiltration: Winter CFM: 409.8, Summer CFM: 149.0 432 36,955 3,435 3,277 6,712 Ventilation_ Winter CFM: 111.8, Summer CFM: 111.8 0 1.0,079 2,576 2,458 5,034 Sensible Gain Total: 31,436 Temperature Swing Multiplier. ---- - --------- _ __ _ X1.00 System Load Totals: 108,483 11,051 31,436 42,487 Check Figures Supply CFM: 1,317 CFM per square foot 0.472 Square feet of room area: 2,794 Square feet per ton: 758.51 System Loads Total heating required with outside air: 108,483 Btuh 108.483 MBH Total sensible gain: 31,436 Btuh 74 Total latent gain: 11,051 Btuh 26 % Total cooling required with outside air: 42,487 Btuh 3.541 Tons(based on sensible+ latent) 3.684 Tons(based on 75% sensible capacity) Notes 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 loads. Monday,Mach 18,2002 RHVAC-Residential&Light Commercial HVAC Loads Program Elite Software Development,Inc. ',igteone Heating&Coding Inc ROBERT ANDERSON E;�t Ha,;r'.CT 06512-4147 03-16-2002 Page 3 Detailed Room Loads 1.Whole First Fl. Room Length: 44.0 Feet System Number: 1 Room Width: 28.0 Feet Zone Number: 1 Area: 1,232.0 Square Feet Supply Air: 576 CFM Ceiling Height: 8.0 Feet Required Vent. Air: 0 CFM Volume: 9,856.0 Cubic Feet Actual Winter Ventilation Air: 41 CFM Number of Registers: 0 % of Supply: 7 ok Runout Air: 0 CFM Actual Summer Ventilation Air: 49 CFM Runout Duct Size: 0 Inches %of Supply: 8 0/0 Runout Air Velocity: 0 Feet/Minute Actual Winter Infiltration Air: 191 CFM alloc. Design Loss: 0.000 In.wg/100 Ft. Actual Summer Infiltration Air: 69 CFM alloc. Actual Loss: 0.000 In.wg/100 Ft. Item Area -U- Htg Sen. Clg Latent Sen. Description Quantity Value HTM Loss HTM Gain Gain N-WALL-12G 44 X 8 298 0.065 5.3 1,588 1.5 0 457 S-WALL-12G 44 X 8 271 0.065 5.3 1,444 1.5 0 416 W-WALL-12G 28 X 8 158 0.065 5.3 842 1.5 0 242 E-WALL-12G 13 X 8 104 0.065 5.3 554 1.5 0 160 W-DOOR-10D 6 X 6 36 0.460 37.7 1,358 10.9 0 391 N -GLAS-3C 2-P 0-1 S-1 100%S 15 0.725 59.5 892 23.0 0 345 N -GLAS-3C 2-P 0-1 S-1 100%S 24 0.725 59.5 1,427 23.0 0 552 N -GLAS-3C 2-P 0-0 S-1 100%S 15 0.725 59.5 892 23.0 0 345 S-GLAS-3C 2-P 0-0 S-1 0%S 60 0.725 59.5 3,567 38.0 0 2,280 S-GLAS-3C 2-P 0-0 S-1 0%S 21 0.725 59.5 1,248 38.0 0 798 W-GLAS-3C 2-P 0-0 S-1 0%S 30 0.725 59.5 1,784 72.0 0 2,160 FLOOR-19G 28X44 1,232 0.071 2.9 3,586 0.0 0 0 Subtotals for structure: 2,264 19,182 0 8,146 Infiltration: Winter: 190.7, Summer 69.3: 201 85.542 17,194 7.587 1,598 1,525 Ductwork: 0.000 0 0.000 0 0 Active People: 690 lat/per, 900 sen/per: 2 1,380 1,800 Inactive People: 315 lat/per, 675 sen/per: 0 0 0 Appliances: 300 1,200 Lighting: 0 0 Sensible Gain Total: 12,671 Temperature Swing Multiplier: X1.00 Room Totals: 36,376 3,278 12,671 Monday,Math 18,2002 )Trutt Truss Type TOY Ply yr000 j528C03480 IFMY( • 300 1 070CX3 wood structures tnc. 3.500 t Jun 7 1946 eta triduNnei,Inc. Fri Jun 223 10:1 0 f.w. 14.11 114.t 4 i... • 4664= ,1 ti Or .,,t'•; �! i 334_ \\ 814: $11;! • C r.:;_F-. 5.00 115. 6664 a \ ; �,<.o 44 i:(Yri. 2 // a -o 1,Wo.115t, ,/ / �` 9ckFFC+S7t� \\///1 ,. -...„..,,, /- c r • o' .. AC 6 e C 1 Ss= 310= sta= SEE DE r1?Ir__ ---0 -- 10x0 - ,000 101.0 • - __--- _-___-_•_.._._._- 1 Plate Offsets iX,v; (1:0.0-0,0-0-6H7 0-Q•3,0.0•81 _�...._�....SPACING 2-0-0 2.0.0 C11 I OEFL On) ,!oc) !doer l PLATES GR:F. ICAotnr,(pt) I 199/14? ICU 42 0 Plates InAteMc 1.1 .0 1 ,y) Vart('-L) 0.10 468 722 i Mi0(:Oga) TCOI 7.0 Lumbtu!rtuoasa 1.15 BC 1.00 Y.tt TL) 0.42 918 792 BOLL 0.0 Rep Stnaa Inv YES 'NB 0.39 Mort(TL) 0.11 7 nla CA BCCL 10.0 GB TPI MA Lanpth i Ll AM1.24C - I 1Velght:84 Ms) 1 t-- MACIN0 LLNBER TOP CHORD 2X.4 SPF 63DF 1.5[ 'OP CL40RD Sheathed a 2.4 0 art canter puritn 9 ap5c n . SOT CHORD Hty)d coitln2 directly spplod.Ix;iprQ06106pianter o(a•, BOT ca+oRo x 4 SPF 1650F 1.5E N,, DF NNFI ts•, WEBS 2 X 4 SPF Stud " .LIZ•. "••" '�� REACTIONS (1b0/012$) 1.1A83/0.3-8,7o1583N-1.8 ..... • . e•'. �/ FCRC85 '" .r .r kCHORDTOP CORD 1-2.-3135,23.-2$75,3.4"-2875.4.5.-2875,5.8.-2675,Q-7•-3135 :c--0 k>rNrx.* n• - BCT CHORD 7•e.2e80.e-9-1990,2.10.1990,1-10..28E0 -2aeo - •• - } WEBS 2.10.•824,4-1Q-S4e,44.134°.e-a•-424 JUN 2 3 1995 % ' pry•• N0 +rtil '. LOAD CASES) .4 ((` '".;1 Ctitl5i-v."'.\�- 1)Lumb.f tntfeses'l.15,Plat.lnecec.eeL15 ,,4 rf •.....•• \^; `":. VN1am Loads(lbs per ft) tti t G • Ven:1.2.-98.0,2.3•.98.0,3.4.46.0, 4.5••98.0,5.8.-98.0,8•i"-R8.0.7-8"•20.0,8.9.-20.0,9-10.-200.1-10.-20 0 rr�Ii,. r1f h►'y F�t►��� '��w Cmc.Mfal W Londa Obi) \ .• Vol 1.-146.0.7=•196.0,8.-52.C, 10.-92.0 DESIGN LOADING: T'..1,, TCUJTOTAL(PEP)42155 t 24"oc, 53174 @ 19.2"oc, 83159®18"oc. tt ti., ., . This truss has been designed for a 20 psf bottom chord Ave lead,ap;lled concurrently with all other bode wherever the clear distance between the top of the bottom chord and any other member Is 42 inches or greater • N c - . _• :t . . -Q[Sf� ..-, --:..... -= =... - ttt6rrn$ ! .:Lb. ,rrr �•d��cd'. 4x6 t. F • . ksil2n c} wFB4E G • • / ar e `*.,,kQ.r No. 5292� u3 � N ; .■� g� � ~ • • . " ?big � ST ' � N �r E .= -.-----1 • t • CA.OLER : st`* CA N7. tet�h10NAI i�►i'o`,,, .•�.o�. ,.. . - , 1 . ,- 5: A WARA7NA-v.rfy d4$4pn parameter.,and 112Art NOM,014 THIS AND ttat7W We wow mps. D.stgn vara a• u,.Om wnh Mitac ccnn.efor.,MO deign b bot d only upon poiantil.rt Shawn,end I for On tlaNldvdl Peetot lq uompon.ri le be 111.,154:* rnowa and loaded v. 1y. Appacabiby of&War po.Owl.f..and protw 1nce,pol0tton N eor-penenl I,.wpn.wty of building d..qn.+•no,iw.t a84f6n4.arot 9 M.we lake WNW ftypcpff 4 Ip9100IOt 119eb m.T0M0 ants.AdWlbn0l teTpwary l,re.110 to Mur•NoDAty 0VONO oonNnIotbn 0 IA! - r.tpondb0ny el ;no a.Hw.Add111Mad Itewytdfll blaotnp of 1111*AWN 601664l1e le 111*tasporolser of Hot 1646/110 Orlon* Kot 9I1.,ot QwI (wo• i Priii.L' 'ow/Irp laa4calioti quoit,°or trot,;loco ,, delluoiy,...ctfon and bO0lno.oonnll Qt7.6$Manny tlandord.060.5$'toeing t..otftoatten and Mit-Il uA17e4 ,,,,