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Home My WebLink AboutSFR 2009 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: B2009-0303 Date: 15-Jul-09 Map/Lot: 033/017-001 Owner ID: 5552001 Project Location: 39 PLATOZ DRIVE Unit: Job Description: New Single Family Residence Owner Name: ABCO Realty LLC Tenant Name: N/A Careof: 50 Bayview Road Niantic CT 06357- Telephone: (860)460-4378 Contractor Name: Roger Hatch Telephone: DBA: Lic/Reg Type: NHC Lic/Reg No: 2536 6 Knoll Court Exp Date: 30-Sep-09 Pawcatuck CT 06379- Construction Value Permit Fees Construction Information Building Value: $174,793.00 Building Fee: $1,400.00 Use Group: IRC Plumbing Value: $14,552.00 Plumbing Fee: $120.00 Code: 2005 State Building Code Mechanical Value: $0.00 Mechanical Fee: $0.00 Electrical Value: $11,249.00 Electrical Fee: $96.00 Construction Type: IRC Total Value: $200,594.00 Penalty Fee: $0.00 Permit Code: R2 C of 0 Fee: $25.00 Comments: Plan Review Fee: $161.60 State Ed Fee: $44.13 Total Fee Paid: $1,846.73 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. BUILDING PERMIT INSPECTIONS PLUMBING, MECHANICAL, ELECTRICAL PERMIT INSPECTIONS ✓ Footing -Prior to pouring concrete V R Plumbing and leak test 11 Deck Piers [ R Electrical r11 Backfill -Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ✓ Anchor Bolts-with sill plate and prior to floor framing V Electrical Service CRS No: 0 ✓ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test • Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ✓ Insulation _ --- - • •'•pro • Ce s ate of cupancy Building Official's Approval: Town of Montville Building Department (-6 t°1 310 Norwich-New London Tpke. -)55/-0-7 Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.:6 W(51,-75'353 Type of Work Ocupancv Type permit Type Q New Construction Q Single Family Building 0 Addition ❑Two-Family 0 Plumbing ❑Alteration 0 Townhouse ❑Mechanical ❑Accessory Structure 0 Electrical CRS#: Property Address: > < OA— e3 D /`- , a<. <1: (Number) (Street) G (Unit) Job Description: - 23e-t4>/e-t4> 4' 7------7/S Owner: / U /�� G✓�"1 Address: 5 U A T V //= `-t/ / ?r� c y: / /J '//C-- State:C / Zip CodeZ)63) ^2 Telephone(C,U .) Y/4)- V ?7(1 Applicant: /../4/ ''/G / __ l v _ G /Eyy__-- DBA: 1 / Address: � OAr.At 23- I/ `�� City: /y/ L / C State: Zip Code:O6 311 /,Telephone( ) - 1..?, Contractors-Complete the Following: License Type: License No.: Expiration Date: I hereby certify that the proposed work will conform to the State 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. ❑ By checking this box,i will follow the requirements of the 2005 NEC as the alternative compliance per section E3301.2.1 of the Residential Code, instead of the electrical requirements in chapters 33 through 42 of the Residential Code. Owner/Agent Signature: i� - - Date: /e-./2', Construction Value Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: aJVisc1August 23,2007 Town of Montville Building Department File Receipt Date: 14-Jul-09 Receipt No: 4702, Received From: ABCO Realty Job Address: 39 Platoz Drive Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $1,846.73 Check: $44.13 Check No: 1118 Short/Over: $0.00 Construction Value: $200,594.00 Demolition Value: $0.00 Received By Carmen Roberts ea/ 14 111 • ai(0.423 Address: ITEM QTY WW1TOTAL Building Plumbing Mechanical Electrical BUILDING AREA New Construction 1040 SF $ 113.03 $ 117,551.20 $ 2,766.40 Basement,Finished 586 SF $ 22.96 $ 13,454.56 $ 1,558.76 Basement,Unfinished SF $ 12.40 $ - $ _ Crawl Sapce SF $ 9.30 $ - Interior Renovations SF $ 35.09 $ - $ - $ - - MANUFACTURED HOMES Ground Anchors SF $ 6.45 $ - $ - $ - Basement SF $ 12.41 $ - $ - $ - - Crawl Space SF $ 9.31 $ - $ - $ - AMENITIES Kitchen 1 EA $ 10,064.94 $ 1,985.50 $ 678.81 Full Bathroom 2 EA $ 17,707.14 $ 205.70 Half-Bathroom 0 EA $ _ $ GARAGE t\^`\�� Attached 0 SF $ 54.35 $ - $ - A Detached SF $ 69.53 $ - $ - `•,I` Under 396 SF $ 9.61 $ 3,805.56 $ 1,053.36 /V Carport SF $ 19.89 $ rR MECHANICAL �`' Warm-Air YM $ Hot Water Y/N� Elecbic Y/N $ 11,75598 $ (' V� Air Conditioning n Y/N $ - `n ELECTRICAL SERVICE �1^ Upgrade Amps $ - Overhead,new Amps $ - V, Underground,new 200 Amps $ 3,952.46 V Subpanel EA $ 599.50 $ 1( � Gen Set EA $ 3,650.00 $ - `\J` SOLID FUEL BURNING APPLIANCES V Prefab Metal Fireplace EA $ 6,497.70 $ _ `V`1v. Masonryw/lfireplace EA $ 7,096.65 $ - ��\\_\ Masonry w/2 fireplaces EA $ 11,095.70 $ Wood Stove,free standing EA $ 2.692.25 $ Wood stove insert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck 80 SF $ 37.87 $ 3.029.60 Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ - POOLS d HOT TUBS Hot Tub EA $ 8,016.25 $ - $ - Ingmund Pool EA $ 21,373.44 $ - $ - - Above Ground Round EA $ 5,099.46 $ - $ - Above Ground Oval EA $ 6,019.75 $ - $ _ - Pool Heater EA $ 8,984.25 $ - Infatable Type Pool EA $ 1,550.00 $ - SHEDS wio electrical SF $ 20.35 $ - w/electical SF $ 20.35 $ - $ - RENOVATIONS Roofing,Oveday SF $ 3.00 $ - Roofing,Strip&reroof - SF $ 4.00 $ - Roof Sheathing SF $ 1.31 $ - Siding SF $ 5.50 $ - Windows - EA $ 500.00 $ - Skylights - EA $ 1,051.10 $ - Doors,Exterior EA $ 601.50 $ - Oil Tank,275 Gallon EA $ - Oil Tank,550 Gallon EA $ - MISCELLANEOUS CALCULATIONS TOTALS $ 147,905.86 $ 19,692.64 $ 11,755.98 $ 10,215.49 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 147,906.00 $ 1,184.00 Plumbing y $ 19,693.00 $ 160.00 Mechanical y $ 11,756.00 $ 96.00 Electrical y $ 10,216.00 $ 88.00 ,%i Working before Permit Issuance $ - ,' �2- Certificate of Occupancy Fee $ 25.00 q_,,,,rPlan Review Fee $ 152.80 State Education Fee $ 41.71 �� TOTALS $ 189,571.00 $ 1,747.51 �� / / Figures are based on the 2006 RS Means Residential Cost Data 2.6 V --t, • 'Is , 0 rn 0 ui CNI w •.--.. , ;.... , t f-< * ---. . us ...... ....- - •-i-g z S • ....,---- .s.. - %, NO...... _ 0 t.,-t ,9„ .i,... _.,... 0 E.4 61 - 1.... g...1. .'d.' :.2 0 40 te.41 t**44s' 14,4 t) - 7 ,1• 6 m., ...,, - •-, — u 0., Z Nz, eel _":"_ :- 0 • ....0 — • § ,., : = lj _ 1 1--i Z g , -', t• f ° °.°. ..,., '..' f:- '..,.. I:- v�'v gState of Connecticut N •. it r Workers' Compensation Commission o 7A c., :j amN.,„00,4411111t Please TYPE or PRINT IN INK ix Proof of Workers' Compensation Coverage when Applying for a Building Permit for the Sole Proprietor or Property Owner who WILL NOT act as General Contractor or Principal Employer Applicant for Building Permit Name of Applicant for Building Permit /9//e4, / G(//1-7 l� Property located at in the City/Town of /rJ't/n ✓' /�)r/1 I(� Attest If you are the owner of the above-named property or the sole proprietor of a business doing work on the site of the construction project at the above-named property and you WILL NOT act as the general contractor or principal employer,you are not required to have workers'compensation insurance coverage. CHECK ONE (1) BOX ONLY and complete the following: ❑ I am the OWNER of the above-named property.I WILL NOT act as the general contractor or principal employer. Signature of OWNER Applicant YJ I am the SOLE PROPRIETOR of a business doing work at the above-named property.I WILL NOT act as the general contractor or principal employer. Name of Business �� (- y f J971; L L Federal Employer ID#(FEIN) Signature of SOLE PROPRIETOR Applicant Town of Montville Building Department Residential Plan Review Form Date: jii. 09 \ Job Address: . �DG/47-0 --_.' o✓,c, fYourJob Description: A/E 6c> , ./4-- - Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are reg (C.G.S.29-2520) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of th Building Code. SUPPORTING DOCUMENTATION FLOOR PLAN Permit application not completed No plans submitted or insufficient information x Permit fee due l /a'S/(.., , 9, ' Basement floor plan required Permit fee to be calculated Second floor plan required Worker's comp.affidavit or worker's comp.certificate to be submitted Dimensions not provided or insufficient XCopy of contractor's registration or license required Kitchen layout not provided Construction permit sign-off sheet required with appropriate approvals,it shall Bathroom layout and space clearances are insufficient be the applicant's responsibility to obtain the required signatures Ceiling heights not identified or insufficient Affidavit required from the holder of the registration or license authorizing you Attic access location and size not indicated or insufficient to apply for a permit with their information Attic access must be in a readily accessible location(not over shelving) Provide supporting documentation to show compliance with the 2003 IECC Use of room(s)not identified or unclear (www,ener¢vcodes.gov)OR Plans required for the existing residence for each floor with dimensions • One-and Two-Family Dwellings with<15%glazing area to conform to the requirements of section N1102.1 WINDOWS&DOORS • Townhouses with<25% glazing area to conform to the requirements of Door sizes not identified section N1102.1 Window size&type not identified Two sets of construction documents required, this includes all engineering Emergency escape&rescue opening required in the basement or two cc data,calculations and all other documentation(R106.1) compliant stairs per section 310.1 Documents are copyright protected,provide original plans or a letter from the Indicate the required light and ventilation for each habitable room or space designer authorizing the duplication of the plans Indicate the bedroom egress window Field set of the approved construction documents are required to be picked up J( Egress window sill height not identified from our office and must be available on site dining all inspections J( Window header size not identified or insufficient Construction documents shall be of sufficient clarity to indicate the location, J( Door header size not identified or insufficient nature and extent of the work proposed as per section R106.1.1 Window well details not provided or insufficient Construction documents do not match the orientation of the structure on the site plan GARAGE and CARPORTS WIND LIMITATIONS No plan submitted or insufficient information provided X Building section required Submit supporting data to show conformance with the wind limitations (3 Opening protection between the garage and residence is not identified second gust®1 I 0 mph) X insufficient per section R309.1 t - Des* publication needs to be identified(WFCM,chapter 3,WFCM,chapter / r 2. ASCE 7-200STDI0-99) `, Separation between the garage and the residence is not identified or insufficie �( per section R309.2 Documents required to be stamped and signed by a CT registered Professional Engineer ELEVATIONS Documents must be designed to either n No plans submitted or insufficient information • Wood Fra e Construction Manual,2001 edition y Plans do not match the floor plans • ASCE 7-2002 editions Finish grade not identified or does not match the site plan • SSTD 10-1999 edition Building height(s)not identified Documents required to be stamped and signed by a CT registered Professional Dimension height of chimney Engineer if based on ASCE 7-02 or WFCM chapter 2 Roof pitches not identified Shearwalls not identified on the construction documents or are insufficient Shearwall calculations required BUILDING SECTIONS&DETAILS Ridge connection not identified or insufficient Full building section not provided or insufficient Roof-to-wall connection not identified or insufficient Floor-to-floor heights not identified Wall-to-wall connection not identified or insufficient Additional sections and details required Wall-to-sill connection not identified or insufficient x Draflstopping details not provided or insufficient Provide engineering data for the piers to resist gravity,lateral,shear and uplift loads,stamped and signed by a CT licensed design professional STAIRS Hold-down devices,location and type not identified or insufficient Stair not shown on the basement floor plan Foundation anchor spacing not identified or insufficient Stair not shown on the second floor plan Construction documents do not match the engineering data submitted Riser height not identified or insufficient Cold-formed steel framing shall be designed in accordance with COFS/PM- Tread depth not identified or insufficient 2001 edition Nosing required for closed riser stairs Riser opening can not allow the passage of a 4"sphere SITF,PLAN 0 Plans required Winder stair-detailed plans required Spiral stair-detailed plans required Plans do not match the building plans Stair width required to be minimum of 36"above the required handrail height Finish floor elevation not indicated Handrail detail not provided or insufficient detail Distance from the property line(s)to the structure not identified X Guardrail detail not provided or insufficient detail Structure dimensions not provided ,) Headroom height not identified or insufficient Existing and proposed contours are not provided or insufficient 36"landing required at the bottom of the stairs Footing drain discharge not identified 36"landing required at the top of the stairs Utilities not provided(electrical,phone,cable,sewer,water,gas) Frost protection required,provide details and connections Delineation of flood hazard areas and design flood elevation is required per section RI06.1.3 WALLS Private sewage disposal system to be identified along with all technical and soil Stud size and spacing not provided or insufficient data as per section R106./1 Grading is to slope away from the building,provide more detailed information Sheathing type not provided or insufficient Plan submitted is not the same plan that has been approved by the Zoning FLOOR FRAMING Department and/or Health Department _ Retaining wall-construction documents required Plans required showing joists,beams and openings r Retaining wall documents required to be stamped and signed by a Connecticut Bearing partitions not provided or indicated Registered Professi on Engineer Framing direction not indicated or unclear Beam span&size not provided or insufficient FOUNDATION Joist span,size&spacing not provided No plans submitted or insufficient information Joist's over-spanned Dimensions required Beam aver-spanned Wall thickness not identified Provide design data for all unaligned wall and floor bearing points Footing size not identified Point loads not identified on beam data Frost protection not identified or is insufficient Framing less than 18"to grade to be pressure treated or decay resistant Steel beam - must be stamped and signed by a Connecticut Professions Column type,size,spacing not identified or insufficient Waterproofing details not provided or insufficient Engineer Pier type,size and anchor details not provided or insufficient LVL's-engineering data required Engineered foundation plan required I isb-engineering data required U Lir/Z 2 Crawl space ventilation,location,type and size not provided or insufficient AX Design loads not provided or insufficient ICrawl space access,location and size not provided or insufficient Soil testing data required in the area of the proposed structure and shall be made by an approved agency using an approved method,R401.4) .---- gil Sili IA 47(j 1 �... RAN DI7r� 7��5 ,- �� RFvired'Fe6niary_-6,22006 J� Town of Montville Building Department CEILING FRAMING TWO-FAMILY DWELLING UNIT SEPARATION(11317.1) Plans required showing joists,beams and openings Separation by 1-hr fire-resistance construction,provide a listed assembly Bearing partitions not provided or indicated Rated wall and/or floor assemblies shall be tight against exterior walls and to Framing direction not indicated the underside of the roof sheathing,provide more detail Beam span&size not provided or insufficient Supporting construction shall have an equal or greater fire-resistive rating, Joist span,size&spacing not provided provide details Joist's over-spanned Beam over-spanned TOWNHOUSE SEPARATION(8317.2) Provide design data for all unaligned wall and floor bearing points One-hour rated assembly must have a listing for exposure from both sides(two Point loads not identified on beam data walls) Steel beam —must be stamped and signed by a Connecticut Professional Common wall assembly must be 2-hr fire-resistance rated and listed Engineer Mechanical equipment,ducts or vents not allowed in common 2hr wall LVL's—engineering data required Electrical penetration detail required for common wall I-joists—engineering data required Common wall shall be continuous from the foundation to the underside of the Design loads not provided or insufficient roof sheathing Each individual unit shall be structurally independent ROOF FRAMING Parapet required or the roof decking or sheathing is of noncombustible Plans required showing rafters beams and openings materials or approved fire retardant wood for 4 ft on each side of the wall(s) Bearing partitions not provided or indicated Framing direction not indicated FLOOD-RESISTANT CONSTRUCTION(8323) Documentation required to be submitted for the connection,anchored to resist Beam span&size not provided or insufficient Rafter span size&spacing not provided flotation,collapse or permanent lateral movement Rafter's over-spanned Delineation of flood hazard areas,floodway boundaries, and flood zones and Beam over spanned the flood design elevation to be identified on the site plan(8106.1.3) Elevation of the proposed lowest floor,including basement;in areas of shallow Provide design data for all unaligned wall and floor bearing points Point loads not identified on beam data flooding (AO zones), the height of the proposed lowest floor, including basement,above the adjacent highest grade shall be identified(8100.1.3) Steel beam — must be stamped and signed by a Connecticut Professional Engineer Electrical systems, equipment and components, and heating, ventilation, air LVL's—engineering data required conditioning and plumbing appliances, plumbing fixtures, duct systems, and I-joists—engineering data required other service equipment shall be located at or above the design flood elevation. Valley rafter—engineering data required Collar tie size,spacing&location not identified or insufficient ELECTRICAL INFORMATION Plans required showing panel locations, GFCI,switches,lights and receptacle Roof trusses — Engineering data (signed' and sealed by a Connecticut Professional Engineer) must be submitted and approved by the Building locations Department prior to installation k Panel location not identified Roof truss data must be designed to ASCE 7-02 Receptacle locations not identified or insufficient Ridge beam supports not identified or insufficient X GFCI receptacle locations not identified or insufficient Hip valley beam supports not identified or insufficientLights and switches not identified or insufficient Rafter to beam connection detail not provided or insufficient Smoke alarms not identified or insufficient r1/15/L.iii IL 1,c,- CO detectors)not identified or insufficient DECKS/PORCHES Electrical load calculations required Construction documents required 7� �,/(t pC C (f �- Whirlpool tub/hydromessage tub disconnect location not identified Dimensions required Framing direction not indicated MECHANICAL INFORMATION Plans required showing equipment locations,ductwork,etc. Beam span&air not provided or insufficient Joist span,size&spacing not provided Dryer vent routing not identified or insufficient joist's over-spanned Heating,ventilation and air conditioning equipment locations not identified Beans over-spanned Heat loss/gain calculations required to be submitted Ledger—show attachment and flashing detail Heat loss/gain calculations do not match the information on the construction Post size or spacing not indicated documents Height of deck above adjacent finished grade not provided Combustion air calculations required Connections not identified or insufficient Winter design temperature is 7°F Plans do not match site plan FUEL GAS INFORMATION CHIMNEYS&FIREPLACES LP-Gas tank size and location not identified on the plans Clearances to combustibles not indicated ort insufficient Trench detail not provided or insufficient Flue size not indicated or insufficient Piping diagram not submitted or insufficient Exterior combustion air source not identified Plan required showing fireplace opening size and clearances to combustibles PLUMBING SYSTEM INFORMATION Flue sizes No plans submitted or insufficient information Manufactures data and installation instructions for metal fireplaces and/or X Building trap location not identified(inside or outside) arTS(Di wood stove requiredj(\ Sewer location not identified Dimension height of chimney above the roof Domestic water location not identified Manufacturers data for whirlpools,comer tubs&large tubs required XWater heater size,type,and location to be submitted Co tote: /� '/ . /9/1-)S ,� Ow /1-4-(C..0 � 754,51' k—/0T -- 1277/9('/7`rilk/u%S __7;TuO/L 4T/ &/4wC. 5ThP/9C D/L ,c2196 ON 6/c,Df r ,P) .1/ C;IIAGvC ,c)PAC Z — D/c47k" /0c/97707/ orC. P,6 ivT/(4 7/0 N (3P/' s"L AA (,/l 4cv L SkW cE � ntc`Css ‹-- 0 _7;-- / //S�me/v% — Ji`�UC� GU 1T �PAUU/=/ fl �d7A/CS - �707//V �„--- •/ - M;/9//L ' NO iC/474 0 OA.) ' Wilit I I i C)(//f = /9 1 (.) LS)A6 c 12 D n- S 4 4 Gr/ w �,q c 0 u c 4 7-7 cur/s /J) �'v: �PP/1 f},2 , /UC' u q)e G/,l/t/9 G /, Perm' •i i •c r eviewed by: , / /l. /' :i - ....1• Gs Vernon D.Vase U David M.Jensen Charles Corell 10/19/2009 11:17 8605370682 SNEMH PAGE 01/01 R 1 i•::p K I a '. 1 il IV- tf„ li I tli id, g I :2:4 E P 11:8 1hiIL I _ ..Ed...:.,:a m...._—pi , It t alit.0 i I i 1 kFr6. '..—• 1411 i i D I§ 2 z i , ti ig iii - b h I. r - 1 1 i pi . . ..... ...-i ..., .., ... A s42 r\ I 0 ,,s iv I-r' 11 1 11l o , if v � cg it iI. ,... IR 1 :1,4'.;.:.-1 8: ,;,b NI �" jai a ,'.i, a ii:: 1 11 S 11111 duit AIWA Itill Ei El ig 1 ..=`1/4,.. J ...) 1 LI -I P takt-X.:7N. cv lir --�4f E Sugg /1I° III/ Goi 1- \..1. 4 .4 .1.1. .M1 v) 0,CL --i 11 et) t a (...5 v 00 iE: --=.- di a (is 'L-3 1 v., , 1.-= ....... 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Fo g E ;iii ._._,..,..., Coolirr'' lg. co rr U • 4 0 `�'— m �dy w mm 2 a g p 2i - acYwo = illl z I m a m . m V , O o • a x �Lsii i $a m" { uWi aioUo (7 LL��w ^¢ gz 0 2zVpW r=� •Y =(jy gz. e�- illU a€ � N3 1 E5m w ui � r LLI ii o CO OxmaW� m ¢ 01'6^-2 x z .o CLW w s Qz8 ruax opo," W ��.,.�j -I- ¢< o Q mm m 0 zw Ega. lik"" « `� o2 x ,.'�--,m7A1 ln ---t,�l'r r/ pp5 d,wxSJw I 0 O mw u. l W / .tl)- W K .tilt t-,Ct w} ui z w� gqqm � FfxA J i-op W¢m w W azU �8E5 mz Woz wCD c WK Z u .03 Z F=-(; x z fA W m mw oZd no$ oo w w W co 0 po0 aN�R�NIVz CI CC t 0 N 0 p0 5 O vU g- -,<,„33 rtrtto�vR i, c C- -"n EY�-_�}� U dXxc 6- ,=a <ga z az `3-¢daa o= U z O O Is.7.77.-.7 .1------_ Z MEz a.2 O H Eli d'U z� o Fiz r.0 NJ U O O w U W a U a n. 1 4 4 4 ie t : • •a '. . . .j '... . , '"4-) ��oai 7 if tea 1 11111 till d \..1 ilfC 4 4 .!? c, ..., vM cs 1 5.,-) E ds Ls', 1;, , --i-- A a v cv) c J , 1vri X E0/Z0 39Vd HW3NS Z890LE5098 VT:TT 600Z/6T/0T r Inspection Checklist Ceilings: ❑ Ceiling: Flat or Scissor Truss, R-38.0 cavity insulation Comments: Above-Grade Walls: ❑Wall: Wood Frame, 24in. o.c., R-19.0 cavity insulation Comments: Windows: ❑Window: Vinyl Frame, 2 Pane w/Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?Yes No Comments: ❑Window: Vinyl Frame, 2 Pane w/Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?Yes No Comments: ❑Window:Vinyl Frame, 2 Pane w/Low-E, U-factor: 0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?Yes No Comments: ❑Window:Vinyl Frame, 2 Pane w/Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?Yes No Comments: ❑Window:Vinyl Frame, 2 Pane w/Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?Yes No Comments: ❑Window: Vinyl Frame, 2 Pane w/Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?Yes No Comments: ❑Window: Vinyl Frame, 2 Pane w/Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?Yes No Comments: ❑Window: Vinyl Frame, 2 Pane w/Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?Yes No Comments: ❑Window:Vinyl Frame, 2 Pane w/Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?Yes No Comments: 0 Window:Vinyl Frame, 2 Pane w/Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?Yes No Comments: 0 Window: Vinyl Frame, 2 Pane w/Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?Yes No Project Title: harry colonis Report date. 06/09/09 Data filename: Page 3 Comments: ❑Window:Vinyl Frame, 2 Pane w/Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?Yes No Comments: ❑Window: Vinyl Frame, 2 Pane w/Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?Yes No Comments: ❑Window: Vinyl Frame, 2 Pane w/Low-E, U-factor: 0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?Yes No Comments: ❑Window: Vinyl Frame, 2 Pane w/Low-E, U-factor:0.300 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?Yes No Comments: Doors: ❑ Door: Solid, U-factor:0.300 Comments: ❑ Door: Solid, U-factor: 0.300 Comments: Floors: ❑ Floor:All-Wood Joist/Truss Over Uncond. Space, R-19.0 cavity insulation Comments: Crawl Space Walls: ❑ Crawl: Solid Concrete or Masonry, 2.0' ht/1.0' bg/2.0' ext. insul/0.0' inside bg depth, R-10.0 cavity insulation Comments: Air Leakage: El Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated, fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. Materials Identification: O Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. O Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Ducts in unconditioned spaces are insulated to at least R-5. Ducts outside the building are insulated to at least R-6.5. Duct Construction: ❑ All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded- fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). ❑ The HVAC system provides a means for balancing air and water systems. Temperature Controls: ❑ Thermostats exist 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 is provided. Service Water Heating: El Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral Project Title:harry colonis Report date:06/09/09 Data filename: Page 4 heat trap or is part of a circulating system. ❑ Circulating hot toter pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: ❑ Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non- depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Range(°F) Piping System Types 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating 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 feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title:harry colonis Report date:06/09/09 Data filename: Page 5 The Winthrop Group ARCHITECTS O ENGINEERSO INTERIOR DESIGNERS June 9, 2009 RECEIVED Mr. John Arpin JUN 0 9 2009 P.O. Box 361 Versailles, CT 06383 BUILDING DEPT. RE: Platoz Drive, Uncasville, CT John, As you requested the following information is submitted for the Building Inspector: 1. The spacing of%i"anchor bolts 30"on centers starting one foot from corner. 2. Wind connection for ridge LSTA 9 with 4 8d nails each end or 2x4 with 4 8d nails each end directly under the ridge beam. If you have any questions please contact me. Sincerely, The , inthrop Group �� oratimutteo Ae� f 6rO�' ,00 .0 (4.0L. •• w 45 4't ' gy•p=-I e * Elisha L. Gallup, PE , President 'b Al t�O�s No.999 81 Ct''.,cZPdBti 4:7� 2 Chapman Lane,Suite C,Gales Ferry,CT 06335 Voice(860)464-1143 Fax(860)464-1202 Compliance Certificate Project Title: harry colonis Energy Code: 2000 IECC Location: New London County, Connecticut Construction Type: Single Family Glazing Area Percentage: 9% Heating Degree Days: 5999 Construction Site: Owner/Agent: Designer/Contractor: platoz drive Alabama Alabama montville,Connecticut Permit#pending Permit Date:6-8-09 Compliance:11.8%Better Than Code Maximum UA:297 Your UA: 262 •tom - _-. _ Y,t -.:'F_ ,- Ceiling: Flat or Scissor Truss 672 38.0 0.0 20 Wall:Wood Frame,24in.o.c. 1664 19.0 0.0 87 Door: Solid 21 0.300 6 Door:Solid 21 0.300 6 Window:Vinyl Frame,2 Pane w/Low-E 6 0.300 2 Window:Vinyl Frame,2 Pane w/Low-E 6 0.300 2 Window:Vinyl Frame, 2 Pane w/Low-E 9 0.300 3 Window:Vinyl Frame,2 Pane w/Low-E 11 0.300 3 Window:Vinyl Frame,2 Pane w/Low-E 11 0.300 3 Window:Vinyl Frame,2 Pane w/Low-E 11 0.300 3 Window:Vinyl Frame,2 Pane w/Low-E 11 0.300 3 Window:Vinyl Frame,2 Pane w/Low-E 11 0.300 3 Window:Vinyl Frame,2 Pane w/Low-E 11 0.300 3 Window:Vinyl Frame,2 Pane w/Low-E 11 0.300 3 Window:Vinyl Frame,2 Pane w/Low-E 11 0.300 3 Window:Vinyl Frame,2 Pane w/Low-E 11 0.300 3 Window:Vinyl Frame,2 Pane w/Low-E 11 0.300 3 Window:Vinyl Frame,2 Pane w/Low-E 11 0.300 3 Window:Vinyl Frame,2 Pane w/Low-E 11 0.300 3 Crawl:Solid Concrete or Masonry 672 10.0 0.0 68 Wall height:2.0' Depth below grade: 1.0' Insulation depth:2.0' Inside below-grade depth:0.0' Project Title: harry colonis Report date:06/09/09 Data filename: Page 1 Floor:All-Wood Joist/Truss Over Uncond.Space 672 19.0 0.0 32 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 2000 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: harry colonis Report date:06/09/09 Data filename: Page 2 ROM ' FAX NO. Nov. 11 2003 04:15pm P1 ,1 DMA of Mo tvi is i3ai Qmifimat 310 Norm-New London Tpkb. .830-848-7231Tat. BBE t3-3030, Ext Urtcasrrllle CT 038 CQNSIMOMMSMITIZEIMAL AppHarnt es re spore le for obtaWrq p�p aii of the requtrad oroveiv. Na pemun dt will be issued til ailthe required signatures are r / r [" Prnpsrty Address c ? . / "e—x. A AMP .. . 'Cr - — ' Job!Description • , • r • • c CS - ;.t: , e ' a'-}I f4• '•r .!t j'.111.A! a - ; ... : U-.�• li...L.• boa -- a.al. aiz_1-AL1.. .�:,. .,c i . .. Required quired Department Permit Issuance Approval A. •roved 111 Tax Collector / Jia+.,-•*. .. 6, s`Je ' Signature!date Comments;__________----7 -III Planning & onil�g .w.sr. .c• 1! ,. , # S19natured bat. Comments: ..,,,. , di C.7 '•• An- III dpi Fire Marshal 1,/,/ M�1 � Signature!date Comments: , Kell; ' III Lr Mir r t IZ Health Department /)': feurepestMs.wtth sie rent a::... ! r, n,•:a,• !In'T, „ ,.0:u.,r: ...,,,• - . 1.• ljjl:..+aa..& •. - &lgna ural dots Comments: ille El WPCA, Administrative i , 0° a8 an giitic ` Si. - rW date Comments: 1 �Y]� 51.1 ❑ WPCA, Operations Whey R by 65255 Signature/date Comments: 4 0 Department of Public W• - — .dam 4. . ... G + G'`• �'� RFi inexirr s r ter rar wo n csrtetn nAagr remmants Si• aturet date Comments: 0 State Dept. of Transportation .a.• V. -.313.2i!.a, lb• ri! jar.' 1 - .rku A:,a, If r A. _•.LOW :.a_ - -'0Al..7,i, !:'9 �: R •ws.a!i . •S:.L.,:•.7 L,". : .. .271 14411 Slgneturer date Building Department Review Complete Signature/bete l al a.rlAftwa.r.r,kW Ileeev B jtk 0 8 209 onvG T. 6/1 Ply 41-1- ��- a x1'ip g /; SE'S r4 V& IlccJL,;f 1 )9c oc A n� 2Me/ ycjpc * �, �1 / 9cpi-11M01 an P. Arpin (203) 822-8496 P.O. Box 361 • 12 Versailles Road • Versailles,CT 06383 F---,t5 L1tJr , J i n art(ti fl-, 6v7 f 40 i \ A r3Go Re: � Z • C s # 1, - I \ \ ^ ti R 5+or,/ 5th ie ,,,,Iy 14c, I Lvr, 9c.r,) , fo ;...3 tiro,. I' N.A1 I .1/4, \ ,, fik,A l= v I. 1)' \ L-I I 1 � s n 1 el lid e let. Sc.rv,c, II/ Sand — Gravel — Full Service Excavation — Snow Removal — Carpentry Residential - Commercial Construction Lic. / Reg. #546573 MARCOTTE ELECTRIC.. 232 PLEASURE HILL ROAD FRANKLIN,CT.06254 Phone 860-642-6182 SERVING NEW LONDON&WINDHAM COUNTIES&BEYOND Fax 860-642-6182 CT LICENSE# 104207 E-1 Toll Free- 1-877-642-6182 E-Mail—55HOT I(cr�,COMCAST.NET HEAT LOSS CALCULATION PLATOZ DRIVE. MONTVILLE CT HARRY COLONIS FULL INSULATION 0-80 DEG SECOND FLOOR 1. BED 3 CEILING 11X12 132 X .7= 93 WATTS FLOOR 132 X .8 = 106 WATTS INFILTRATION 1056 CU.FT X .28 =296 WATTS GROSS WALL 23 X 8 = 184 GLASS 16 SQ/FT= 16 WATTS NET WALL 184-16= 168 X .91 = 153 WATTS TOTAL HT LOSS 712 WATTS ROOM HT LOSS 712 X 1.15 = 819 WATTS +20%= 982 WATTS NEEDED 1000 WATTS INSTALLED 2. BED 2 CEILING 12X12 144X.7=101 WATTS FLOOR 144X.8=115 WATTS INFILTRATION 1152 CU.FTX.28=323 WATTS GROSS WALL 24X8=192 GLASS 16 SQ/FT 16 WATTS NET WALL 192-16=176 WATTS TOTAL LOSS 779 WATTS 779X1.15=896 WATTS ±20%= 1068 WATTS NEEDED 1250 I: 'STALLE.D 3. BED 1 CEILING 13X16 208X.7=146 WATTS FLOOR 208X.8=166 WATTS INFILTRATION 1 664 CTJi ' 1 Y _ 8 =466 WATTS [ S GROSS ALT 29X8=232 i, ._. . 2X.S: = :;- RECEIVED JUN 2 2 2009 BUILDING DEPT. INFILTRATION 576 CU/FTX28= 161 WATTS GROSS WALL 17X8=136 GLASS 5 SQ/FT 5 WATTS NET WALL 136-5 = 131 WATTS TOTAL LOSS 405 WATTS 405X1.15=466 WATTS +20%= 558 WATTS NEEDED 750 WATTS INSTALLED SECOND FLOOR WATTS REQUIRED 3794 WATTS INSTALLED 5250 FIRST FLOOR 1. KITCHEN CEILING 15X12 180X.7=126 WATTS FLOOR 180X.8=144 WATTS INFILTRATION 1440 CU/FTX.28=403 WATTS GROSS WALL 27X8=216 WATTS GLASS 16 SQ/FT 16 WATTS NET WALL 216-16=200WATTS TOTAL LOSS 873 WATTS 873X1.15=1004 WATTS +20%=1024 WATTS NEEDED 1500 WATTS INSTALLED 2. DIN RM CEILING 14X14 196X.7=137 WATTS FLOOR 196X.8=157 WATTS INFILTRATION 1568 CU/FTX.28=439 WATTS GROSS WALL 28X8=224 WATTS GLASS 16 SQ/FT 16 WATTS NET WALL 224-16=208 WATTS TOTAL LOSS 941 WATTS 941X1.15=1082 WATTS =20%= 1103 WATTS NEEDED 1250 INSTALLED 3. LW RM CEILING 17X14 238X.7=167 WATTS FLOOR 238X.8=190 WATTS INFILTRATION 1904 CU/FTX.28=533 WATTS GROSS WALL 31X8=248 WATTS GLASS 16 SQ/FT 16 WATTS NET WALL 248-16=232 WATTS TOTAL LOSS 1122 WATTS 1122X1.15=1290 WATTS+20%=1316 WATTS NEEDED 1500 WATTS INSTALLED 4. BATH CEILING 13X7 91X.7=64 WATTS FLOOR 91X.8=73 WATTS INFIL[RATION 728 CU/FTX.28=204 WATTS GROSS WALL 20X8=160 WATTS GLASS 6 SQ/FT 6 WATTS NET WALL 154 WATTS TOTAL LOSS 495 WATTS 495X1.15=569 WATTS+20%=683 WATTS NEEDED 750 WATTS INSTALLED FIRST FLOOR WATTS REQUIRED 3932 WATTS INSTALLED 5000 TOTAL WATTS REQUIRED 7,726 WATTS TOTAL HEAT INSTALLED 10,250 WATTS Town of or Plans Approved for Construction Approval shall not be construed as a permit fo, or approval of. any v�. :ti. of the provisions r� •� -cticut Sing Code �/ opy ille/Copy ,.h 20 REScheck Software Version 4. . _.. Compliance Certificate Project Title: ABCO REALTY Energy Code: 2006 IECC Location: New London,Connecticut Construction Type: Single Family Conditioned Floor Area: 1038 ft2 Glazing Area Percentage: 9% Heating Degree Days: 5951 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 39 PLATOZ DRIVE SOUTHERN NEW ENGLAND SIGNATURE BUILDING SYSTEMS UNCASVILLE,CT 06382 MODULAR HOMES 1004 SPRINGBROOK AVE 420 SOUTH MAIN STREET MOOSIC,PA 18507 COLCHES 1 ER,CT 06415 Ci mo tan,e Passes`on UA . . Compliance:1.3%Better Than Code Maximum UA:171 Your UA:169 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 1038 30.0 0.0 36 Wall 1:Wood Frame,16"o.c. 1073 21.0 0.0 53 Window 1:Vinyl Frame:Double Pane with Low-E 99 0.360 36 SHGC:0.36 Door 1:Solid 22 0.160 4 Door 2:Solid 20 0.280 6 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1038 30.0 0.0 34 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 2006 IECC requirements in REScheck Version 4.2.2 and to comply with them datory requirements I; -: in t Sc -ck Ins.- ion Checklist. 9/6 Ct Name-Titre Signature Date Project Notes: R-30 FLOOR INSULATION TO BE SUPPLIED AND INSTALLED ON SITE BY BUILDER PFS Corporation Northeast Region APPROVED H Raup - 3 Harold 8/21/09 Raup Approval limited to 2009.08.2 Factory Built Portion 1 08:17:02 -04'00' Project Title:ABCO REALTY Report date:08/19/09 Data filename:M:\2009\DWG\290214\rescheck.rck Page 1 of 3 RECEIVED AUG 2 0 2009 BUILDING DEPT. REScheck Software Version 4.2.2 Ins ection Checklist Inspection Ceilings: ❑ Ceiling 1:Rat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑Wall 1:Wood Frame, 16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor.0.360 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes-No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door 1:Solid,U-factor.0.160 Comments: 0 Door 2:Solid,U-factor.0.280 Comments: PVC cnrpnratlnn Northeast Region Floors: APPROVED ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned S H Rauf-3 pace,R-30.0 cavity insulation sizi;ov Comments: Approval limited to Factory Built Portion Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5'clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder. ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials identification and Installation: ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Project Title:ABCO REALTY Report date:08/19/09 Data filename:M:120091DWG1290214\rescheck.rck Page 2 of 3 • Ducts in unconditioned spaces or outside the building are insulated to at least R-8. • Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. o All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181B. o Building framing cavities are not used as supply ducts. o Automatic or gravity dampers are installed on.all outdoor air intakes and exhausts. • Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: o Thermostats exist 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 is provided. Certificate: o A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) PFS Corporation Northeast Region APPROVED H Raup-3 8/21/09 Approval limited to Factory Built Portion Project Title:ARCO REALTY Report date:08/19/09 Data filename:M:120091DWG\2902141rescheck.rck Page 3 of 3 2006 I EfficiencyIECC Energy Certificate `Insulation Rating R-Value Ceiling/Roof 30.00 Wall 21.00 Floor/Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC -' Window 0.36 0.36 Door 0.16 NA Heating&Cooling Equipment Efficiency. Water Heater: Name: Date: Comments: PFS Corporation Northeast Region APPROVED HRaup-3 8.21 09 Approval limited to Factory Butt Portion HEAT LOSS SUMMARY %OF TOTAL GROSS WALL AREA 1,056 FT.SQ. ELECTRIC HEAT NET WALL AREA 930 FT.SQ. 88% TOTAL WATTS LOSS= 7,099 WATTS NET WALL BTUH LOSS 3,389 BTUH 14% TOTAL BTUH LOSS= 24,219 BTUH WINDOW BTUH LOSS 3,616 BTUH 15% TOTAL WATTS SUPPLIED= 8,250 WATTS EXTERIOR DOOR BTUH LOS, 763 BTUH 3% TOTAL BTUH SUPPLIED= 28,149 BTUH FIXED GLASS BTUH LOSS 0 BTUH 0% GLASS SLIDER BTUH LOSS 0 BTUH 0% HYDRONIC HEAT SKYLIGHT BTUH LOSS 0 BTUH 0% TOTAL BTUH LOSS= 24,219 BTUH CEILING BTUH LOSS 3,300 BTUH 14% TOTAL BTUH SUPPLIED= 25,850 BTUH FLOOR BTUH LOSS 3,161 BTUH 13% OVERHANG BTUH LOSS 2842 BTUH 12% INFILTRATION BTUH LOSS 9,884 BTUH 41% HOUSE BTUH LOSS 24,219 BTUH ELECTRIC HEAT ( HYDRONIC HEAT BTUH ESTIMATED HEAT SIZE BTUH BTUH ESTIMATED HEAT SIZE BTUH ROOM NAME LOSS HEAT SIZE USED SUPPUED ROOM NAME LOSS HEAT SIZE USED SUPPUED BEDROOM#2 3435.42 4.03 5 4,265 BEDROOM#2 3435.42 6.25 7 3850 BATH#1 1171.05 1.37 2 1,706 BATH#1 1171.05 2.13 3 1650 KITCHEN/DINING 7439.87 8.72 10 8,530 KITCHEN/DINING 7439.87 13.53 14 7700 BEDROOM#1 5684.01 6.66 8 6,824 BEDROOM#1 5684.01 10.33 11 6050 LIVING ROOM 6489.10 7.61 8 6,824 LIVING ROOM 6489.10 11.80 12 6600 PFS Corporation Northeast Region APPROVED H Raup-3 8/21/09 Approval limSed to Factory Built Portion BUILDER NAME 'SOUTHERN NEW ENGLAND N' PRODUCT INFORMATION 1 U-VALUES ' CUSTOMER NAME'ABCO REALTY WALL INSULATION 5-1/2"FIBERGLASS WALL 0.040 ENGINEERING# ' 290214-21 FLOOR INSULATION 5-1/2"fiberglass FLOOR 0.034' CEILING INSULATED 9"FIBERGLASS CEILING 0.036 DESIGN TEMPERATURE 90 DELTAT WINDOWS MW OVERHANG 0.035 INSIDE DEG.F ' 701 EXTERIOR DOORS THERMA TRU WINDOW 0.481 OUTSIDE DEG.F ' -20' SLIDERS N/A DOOR 0.200 W/15 MPH WIND SHEATHING 7/16"OSB FIXED GLASS 0.313 STATE 'CT ' RIGID INSULATION N/A SLIDER 0.360 EXTERIOR SIDING VINYL 'BEDROOM#2 BATH#1 KITCHEN/DINING BEDROOM#1 LIVING ROOM FT.SO. BTUH LOSS FT.SQ. BTUH LOSS FT.SQ. BTUH LOSS FT SQ. BTUH LOSS FT.SQ. BTUH LOSS GROSS WALL , 192 48 272 256 288 WINDOW 15.157 655.832 0 0.000 22.95 993.029 30.314 1311.663 15.157 655.8321 DOOR 0 0.000 0 0.000 19.766 355.788 0 0.000 22.625 407.2501 FIXED GLASS 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000'. SLIDER 0 0.000 0 0.000 0 0.000 0 0.000 0 0.0001 NET WALL 176.843 644.505 48 174.936 229.284 835.626 225.686 822.513 250.218 911.920! GROSS CEILING 143 78 273 234 299 SKYLIGHT 0 0.000 0 0.000 0 0.000 0 0.000 0 0.000 NET CEILING 143 459.462 78 250.616 273 877.155 234 751.847 299 960.693 GROSS FLOOR 143 4.40.102 78 240.056 273 840.194 234 720.167J 299 920.213 OVERHANG 0 0.000 0 0.000 0 0.000 18 56.060 16 49.831 CU.FT. CU.FT_ CU.FT. CU.FT. / CU.FT. INFILTRATION 1144 1235.520 6241 505.440 21841 3538.080 18721 2021.7601 2392 2583.360 ROOM BTUH LOSE 3,435 BTUH ' 1,171 BTUH 7,440 BTUH 5,684 BTUH A 6,489 BTUH 1 FIi PFS Corporation Northeast Region APPROVED • H Raup-3 • 8/21/09 Approval tirtitted to Factory Built Portion i 1 I I I I ' Design is based on Wood Frame Construction Manual 2001 edition Project ID# 290214 Design Criteria:3 sec gust= 110 mph Exposure C Exterior Perforated(Type II)Shear wall(WFCM 3.4.4.2) Roof pitch Mean roof height= 13'-1" Parallel to Ridge Perpendicular to rid Building Wall Elevation Front I Rear Right SidelLeft Side Wall Height(H) 8.00 8.00 8.00 8.00 Max. Unrestrained opening Height 6-8" 6-8" 0'-0" 6-4" Actual Length of Full Height Sheathing (LFH);min.length to have aspect ration 3.5/1 24.00 31.06 22.90 26.00 Length of Wall (Lwau) 40.00 40.00 26.00 26.00 Percent Full Height Sheathing (LFN/Lwaa)*100 % 60.00 77.7 88.08 100.00 Tabulated Min Length Full Height Sheathing-Segmented wall(Lsw)(table 3.17A and 3.176)" 4.10 4.10 5.40 5.40 Wall Height Adjustment per footnote 2 Page 169 and 170 WFCM 2001 (11/8)(Cwn) 1.00 1.00 1.00 1.00 Shear wall Adjustment for other sheathing materials than ones specified in Section 3.4.4.2 per Table 3.17D(CswA) 1.00 1.00 1.00 1.00 Min.Length Full Ht Sheathing Segmented Wind L TYPE I=Lsw*CwN*CswA 4.10 4.10 5.40 5.40 Perforated(Type II)Length Increase Factor From Table 3.17E(interpolated)=W(Cy . 1.320 1.200, 1.000 1.000 Min.Length Full Height Sheathing Perforated Wind(LTVPE II w=L1vpe I w(CL)) 5.41 4.92 5.40 5.40 LTYPEIFW less or equal to 1-FN _ OK OK OK OK *Values may have been interpolated. Overturning Resistance(WFCM 3.2.3) Building Wall Elevation I Front I Rear 'Right Sidej Left Side Wall Height 8.00 8.00 8.00 8.00 WSP Perimeter Edge Nailing-Wind 6" 6" 6" 6" Tabulated Holddown connection capacity required-Wind(Tw)Table 317.F 3488 3488 3488 3488 Holddown adjustment per Table 3.17F(CswA) 1.00 1.00 1.00 1.00 Adjusted holddown capacity(Taw=(Tw)/(CswA)) 3488 3488 3488 3488 IHolddown capacity required for 1st floor=Ta. +T.wist= I 3488 I 3488 I 3488 1 3488 1 4a-0' REAR 7-8 13/16" 3.-1013/16-1 1 1T-4 1i8 I I t T-1* [/ e 4= e__2 --11,T_P-Jc•\) io yr BEDROOM E2 8"4I KITCIIEN DINING ROOM -) %21 I 11BEDROOM 41 LIVING ROOM ti 1 5-7 5/8' 1 l�T-3 SB 1 1 64 3l6' f, j 4''6 3/6' 1 FRONT PFS Corporation Northeast Region APPROVED 1 HRaup-3Page 8;27 09 Approval limited to Factory Built Portion v S o J m o B 6 111111111111111 El: a� 0 z ] Y>! 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