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HomeMy WebLinkAboutSFR 2010 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: B2010-0133 Date: 30-Apr-10 Map/Lot: 033/017-00H Owner ID: 5551000 Project Location: 35 PLATOZ DRIVE Unit: Job Description: New SFR Owner Nam Abco Realty LLC Tenant Name N/A Careof: 50 Bayview Road Niantic CT 06357- Telephone: (860)460-4378 Contractor Nam Roger Hatch Telephone: DBA: Hatch Construction Lic/Reg Type NHC Lic/Reg No 2536 6 Knoll Court Exp Date: 30-Sep-10 Pawcatuck CT 06379- Conshuction Value Permit Fees Construction Information Building Value: $168,306.00 Building Fee: $1,690.00 Use Group: IRC Plumbing Value: $14,552.00 Plumbing Fee: $150.00 Code: 2005 State Building Code Mechanical Valu $0.00 Mechanical Fee $0.00 Electrical Value: $9,286.00 Electrical Fee: $100.00 Construction Type IRC Total Value: $192,144.00 Penalty Fee: S0.00 Permit Code: R2 C of 0 Fee: $25.00 Comment Plan Review Fe $194.00 State Ed Fee: $42.27 Total Fee Paid: $2,201.27 It shall be the owners reosonsibility 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 © Fooling-Prior to pouring concrete © R Plumbing and leak test ❑ Deck Piers © R Electrical Backfill-Fooling 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 framin © 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 -= ' -• - of •• oval - - ,c• - • Occupancy Building Official's Approval: Town of Montville Buildina Department 310 Norwich-New London Tpke. Fax. 860-848-7231 Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: 10''{01',1 Type of Work Oc upancV Type rmit Type J'New Construction to Single Family Building 0 Two-Family 0 Plumbing Q Addition Q Alteration 0 Townhouse 0 Mechanical 0 Accessory Structure 0 Electrical CRS#: Property Address: 3 v )./ r ei} V /` �/®�"4`�-,_ �' //c- (Unit)(Number) g (Street) Job Description: - -.22e-r.,0 -S' /' i l Owner: 4- ,f7-7.---) dc. ey , ':9Z. C--- Address: - A K17/ 1---- t-4) � _ S��n i ` �// (� /��/ / - State: / Zip Code.. )63) 2 Telephone 6 Y!�/�- C ?7, Applicant: DBA: 1 J 1,1 X €____ City: Address: / /Y ;l�v7i p( State: / Zip Code:/31-?Telephone(fi"W -7- /3?7 Contractors -Complete the Following: License Type: License No.: Expiration Date: ate of Connecticut and the Town I et certify that the proposed work will conform tow�Si tauthorrized byethedowner In codes and that I am auth Storized to make ppli application for a of Montville and further attest that the proposed permit for such work as described above. 0 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 _ _ _,--r� Date: '�/Y-A)7 Construction Value Permit Fees Building Fee: Building Value: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: P Total Value: Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: 'wised August 23,2007 Town of Montville Building Department File Receipt Date: 26-Apr-10 Receipt No: 5374 Received From: Atlantic Mortgage Job Address: 35 Platoz Drive Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check/Card $2,201.27 Check/Card $42.27 Check No: 1574 Short/Over: $0.00 Construction Value: $2,201.27 Demolition Value: $0.00 Received By Carmen Kneeland ertA r171- -11 ! Y l . 1 _,v1siz_ScAnd STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION ''" ED CONTRACTOR • HEATING,PIPING&COOlil� > FRANCIS M DWS JR 441 HA.NOV ER I $ST BALTIC,CT 06330 LIC./REG NO. ='E FECTIVE EXPIRES HTG.039 5-D1 09/01 2009 08/31/2010 SIGNED _-- • , T 0 Z r. A z , 0 n kl • '...- ..ir • • ..g. ..... to. U • t4 °A 0 z .,..., .,, g... CA "irk 0 t , ,.... i.i Jr. Pi q z...- la -0 1. nhq 5 , _ t .4 ei z - ...r. 1 o ;II z . z :-.. — .1 • --, ...... . n •-• • r.) •-i "'" 0 _._.. ,,.. , The Winthrop Group ARCHITECTS 0 ENGINEERSo INTERIOR DESIGNERS RECEIVED June 9, 2009 JUN 0 9 is:S9 BUILDING DEPT. Mr. John Arpin P.O. Box 361 Versailles, CT 06383 RE: Platoz Drive,Uncasville, CT John, As you requested the following information is submitted for the Building Inspector: 1. The spacing of I/z" 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 I inthrop Group �t ��b1a �ssadraapp'4 s; (/ 4 ,,,...„., ,. .. e . ....,.. ,,,,,,,,..., . „ ,,,, c...,....Ts Elisha L. Gallup,PE ^ '� " w President % No.99'81 Ct y SoV44feel+4190 4t"2 Chapman Lane,Suite C,Gales Ferry,CT 06335 Voice(860)464-1143 Fax(860)464-1202 vv State of Connecticut N •, vi)4 r r Workers' Compensation Commission 7A =tr. le;rte Please TYPE or PRINT IN INK 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 ll Property located at 3 �./1 1. in the City I Town of /")r/i Tt/J 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: UI am the OWNER of the above-named property-I WILL NOT act as the general contractor or principal employer. Signature of OWNER Applicant 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 \pit,t•' /3 Pr Federal Employer ID#(FEIN) Signature of SOLE PROPRIETOR Applicant ilii FRom : FHX NO. : Nov. 11 2003 04:15PM p2 Tensm of iviontiiiit BiallnaNAKIMA 310 Norwich-New London Tpke. Fax.96TH-848-7231 Tel 83o-848-3030,Ext 332 UnrasWle,CT 063 82 D BTRUCOME MILAMIS IAL will be Jawed until all the requital signature.are abtah,id. Applicant is respa>ns4b�rur'obtaining en Otte required approvals. Ho perm,',?57— If/ . '6) Z-1---L-4 4_,e-At....t."-/ /f Property Address Job Descripti• 1• ,..• •, !r1 1: et - - ": .• r.' .li1J.I,.• ,• _ •.,.r1L.L4, ■ • .i ..L•.• .. .11 . LS• • ..0.. . ' • Required Department Permit Issuance Approval A. . oval Tax Collector `_ 4... ' Q-1-4'' Co o 9 Signature/date Comments: tAINKIi i I Planning&Zoning Slgnaturer die I ! t o ..... 7 lir Cttmrner>ix: 0 . .�� _. � 1, �. Fire Marshal r,._ . ry �_ r Signature/nate Comments: ► alit , / I 3 Health �D.Department v Ll ' ttisrupe fie RWLu 1 = .1 r • " 1•- -`dl.A.E _•.wl... . J. 1: b.r'._ i••II'31gt kur f d & on Comments: Eg WPCA, Administrative _._. ►1 -!am gp irsd fv-en:s oo sewer Signature/date COMM/AMC .... . ❑ VVPCA,Operations Sigrtettlrel cute ComMentsi _. . .. D Department of Public works _ - / � ► W g!•neturer dam .�� .. ,1 .., •:,�- ,. r.� ., 4q L'L.L- ..•.�. .. a=,...0 •....,•.! .•.,:. / ar is Cor eats: State Dept. of Transportation _ �.j.F u1.• P.. '1q.L:�[.{:• q„..:. 1,1 td,,,, : A.. •. .IItA. !MA- ... �•-. ..- M1,14411 Signaturet deb Building Department Review Cornpleta Signature/date tpoix ,r5,zoty Town of Montville Building Department Residential Plan Review Form Date: Lt/2-///`' Job Address: J1 L '// t G v Z .0,-,.4.-e- Job Description: - '/p\ Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.G.S.29-252&) 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 the State Building Code. SUPPORTING DOCUMENTATION FLOOR PLAN Permit application not completed No plans submitted or insufficient information L, Permit fee due$ x/2-L7 / 7Basement 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 Copy 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 [ECC Use of room(s)not identified or unclear INN.ww.energvcodes.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 5 25% glazing area to conform to the requirements of Door sizes not identified section NI102.1 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 code 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 Egress window sill height not identified from our office and must be available on site during all inspections Window header size not identified or insufficient Construction documents shall be of sufficient clarity to indicate the location, 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 No plan submitted or insufficient information provided WIND LIMITATIONS Building section required Submit supporting data to show conformance with the wind limitations (3 Opening protection between the garage and residence is not identified or second gust @ 110 mph) insufficient per section R309.1 Design publication needs to be identified(WFCM,chapter 3;WFCM,chapter Separation between the garage and the residence is not identified or insufficient 2;ASCE 7-2002;SSTD10-99) per section P309.2 Documents required to be stamped and signed by a CT registered Professional Engineer ELEVATIONS Documents must be designed to either No plans submitted or insufficient information • Wood Frame Construction Manual,2001 edition Plans do not match the floor plans • ASCE 7—2002 edition 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 Shear walls not identified on the construction documents or are insufficient Shear wall 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 Draft stopping 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 SITE PLAN Winder stair—detailed plans required 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 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 R106.1.3 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 away .1 Sheathing type not provided or insufficient Grading is to slope from the building,provide more detailed information Plan submitted is not the same plan that has been approved by the Zoning VT(1110 VIP A a,Tm i,' 119 L/L L O 1,-.VZ NI 990C % CI Cl. w � ® O — .- y I , _ = L ° o8U V c ® LL 'a4Onati I W I N Ua) _ ° •� LL QCO x - (1) co ° 0 CO J _ 2 . ° I _ O 0 • 4a " Oa N Oc , C L !" O a) Q. CD ..1= c ( M Q N oQ.mot- o g LL Q ° a.> U13 ( ca >, a) as a °D I 1 \ / C/ \ = 1 o L Z co N 4 0 2 _t -c— u.) � N N x _1 ao0 Io co L- „ a) N — I8982 1- V I W Ll /1 w � le I r..,v.). -a W X '� _:s r CO ç ) I r .c. ..... ....1477(7 I__ , 1 119 L/I•L 0 17I17Z FLOOR JOIST 13Y OTHERS SEAM f3Y OTHERS CRAWL SPADE II 12" COMPACTED GRAVEL GONG. PER IV Ii" 4 OR CRUSHED STONE a d ABOVE LOSE Ab c4yfq�� .;i3j;? W LEDGE (V.IF) a° a d a i666661111U11k d� ��CON, .y'0� O .;••••••i a (� SECTION - CONCRETE PIER l: •,,t. i - �°_* 40 I— POST OR 15EARINS WALL "ntietaims. 15Y OTHERS / 4" 3,000 PSI GONG. I I \ 4 Vele , ir�;o rm... ° .��!�I�5�.� ��_ i,�.�°.,d• , t r 1�.0 "�o�,'i0- 1.410.1'01 pi AftIvelvirzx, Air. �a��•�i�r �•���✓�1 ���1 Or� LEDGE (V.IF.) / Id' / 4" GOMPAGTED &RAVEL ABOVE SU) &RADE OR I2." GOMPAGTEP &RAVEL OR GRUS1ED STONE - HAUNCH SLAB® SECTION 1 =1'-0" PLAN SHOWING: FOUNDATION DETAIL DRAWING NO.: The Winthrop Group CONCRETE PIER ANS HAUNCH SLAB SK060309c ARCHITECTUENGINEERS ONTERIOR DESIGNERS PREPARED FOR: DATE: 2 Chapman Lane,SteC Voice(880)484-1143PLATOZ DRIVE 6/03/09 Glee.Fe,ry.CT 06335 Fax(880)484-1202 M O N TVI I LLE, CT DRAWN BY: TWG I I SEE ARGf1ITEGTURAL DRAWINGS FOR WALL TYPES ANGI1OR BOLT t G"-d" O . (MAX) I/2" PREMOLPED JOINT FILLER 4" 3,000 PSI GONG. SLA15 4 Z d 2-" RIGID INSUATION, MIN. ?s}" CJ ' • VERTICAL & 2-4" I10RIZONTAL . CQ GRADE a d a ° 4 4 4 Q 7 _______,,, ,,, . 4 . 111!!0:71°,01'..:41140N94, (74.' 411PQ 40114' I�DGE*VLF.) a ' J,.° 4" COMPACTED GRAVEL Af5OVE SUIS GRADE OR 12." 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Ria, am m$�clwo (j m n c� rn M.0 • o .4/l hEL >cawz `® 0 nns—, 02 5 , V,am ,zzF LLQ" til Z� ,_S z N ' 9wh53_ m O 0 vU co = 0 O U c 0 0 c 0 3 w Z m m m W �o 3 gQNU O 0;8 O- a mmui "O'a C K �.K O CL a m 2 BOISE1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1...GARAGE CEILING BEAM BC CALC®2.0 Design Report- US 1 span 1 No cantilevers 1 0/12 slope Wednesday, July 01, 2009 10:56 Build 285 File Name: BC CALC Project Job Name: COLONIS--MONTVILLE Description: GARAGE CEILING BEAM Address: DERRY HILL Specifier: City, State, Zip: MONTVILLE, CT Designer: FRANK HORTON Customer: JON ARPIN Company: LENIHAN LUMBER CO. Code reports: ESR-1040 Misc: -- V T V 9 , V V -. V T V T V V V V 'V T T _ . 11-08-00 BO B1 LL 1,701 lbs LL 1,701 lbs DL 735 lbs DL 735 lbs Total of Horizontal Design Spans= 11-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 CEILING BEAM Unf. Area (psf) Left 00-00-00 11-08-00 25 10 11-08-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 7,107 ft-lbs 50.9% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2,075 lbs 32.9% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. U402 (0.348") 59.7% 1 1 output as evidence of suitability for Live Load Defl. L/576(0.243") 62.5% 1 1 particular application.Output here based Max Defl. 0.348" 34.8% 1 1 on building code-accepted design Span/Depth 14.7 8% 1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable Design meets Code minimum (U240)Total load deflection criteria. building codes.To obtain Installation Guide or ask questions,please call Design meets Code minimum(L/360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary(1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJSTM, Minimum bearing length for B1 is 1-1/2". ALLJOIST®,BC RIM BOARDTM,BCI®, Entered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min. end bearing+ BOISE GLULAMTM SIMPLE FRAMING 1/2 intermediate bearing SYSTEM®,VERSA-LAM®,VERSA-RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, b d L.L.C. a 1 ! • • C t • I e - a minimum =2" c= 5-1/2" b minimum =4" d =24" e minimum = 1" Member has no side loads. Connectors are: FMTSL338 Page 1 of 1 • Inspection Checklist Ceilings: D 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: 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: ❑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: O 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: ❑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 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: O 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: O 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: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. O 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: O 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: O 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: ❑ 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 1 heat trap or is part of a circulating system. ❑ Circulating hot Vtyater pipes are insulated to the levels in Table 1. I 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: O 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 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 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 BOISE1-3/4" x 9-1/2" VERSA-LAM® 2.0 3100 SP Floor Beam1...GARAGE CEILING BEAM BC CALC®2.0 Design Report- US 1 span I No cantilevers 10/12 slope Wednesday, July 01, 2009 10:56 Build 285 File Name: BC CALC Project Job Name: COLONIS-- MONTVILLE Description: GARAGE CEILING BEAM Address: DERRY HILL Specifier: City, State, Zip: MONTVILLE, CT Designer: FRANK HORTON Customer: JON ARPIN Company: LENIHAN LUMBER CO. Code reports: ESR-1040 Misc: L.-___._ . . '. v . VV . . v VVVVVVVVVVVVVVVVVVVVVV V IF r . V . P - x yN•b i'at'' 44. i i. s # a�:t +'i4 i4! 470. ISA*10411)'-4:, . :"?^'4'{ gi' VO'' I 11-08-00 BO B1 LL 1,701 lbs LL 1,701 lbs DL 735 lbs DL 735 lbs Total of Horizontal Design Spans= 11-08-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 CEILING BEAM Unf. Area (psf) Left 00-00-00 11-08-00 25 10 11-08-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos Moment 7,107 ft-lbs 50.9% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2,075 lbs 32.9% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/402 (0.348") 59.7% 1 1 output as evidence of suitability for rive Load Defl. U576 (0.243") 62.5% 1 1 particular application.Output here based 1 1 on building code-accepted design Max Defl. 0.348" 34.8% properties and analysis methods. Span/Depth 14.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with Notes current Installation Guide and applicable building codes.To obtain Installation Guide Design meets Code minimum (L/240)Total load deflection criteria. or ask questions,please call Design meets Code minimum (U360) Live load deflection criteria. (800)232-0788 before installation. Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". BC CALC®,BC FRAMER®,AJS"" Minimum bearing length for B1 is 1-1/2". ALLJOIST®,BC RIM BOARDTM BCI®, Entered/Displayed Horizontal Span Length(s) = Clear Span+ 1/2 min. end bearing + BOISE ML ,VERSAMTm,-LAM®,SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM 1/2 intermediate bearing PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Connection Diagram trademarks of Boise Wood Products, L.L.C. fi.--,, b r._ „....._d - ---..-1I a c • I• -. • i a minimum= 2” c = 5-1/2" bminimum =4" d = 24" e minimum = 1" Member has no side loads. Connectors are: FMTSL338 Page 1 of 1 RECEIVED JUL 0 8 2009 BUILDING DEPT Z -f s-Xi b ip '; i pi- ax?, WciYiefx' 1'IP 41\ 1 N- tax S ru' lebfc3 5 r,citmile:1)04 pmt � ,►� 9i(<1 )&11)& 1 -� w ��, - �.�, V I)tJt,� p)- t 5fa U [ ! to 2- &IV (-I Yet p,,* h��, II I , Orlik e.4 vat) 44 plc^ Lia/1 tviJI • CD toc c S 3�-3� ? MARCOTTE ELECTRICUC. 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 boll Free- I-877-642-6182 E-Mail—55HOT1 n,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/1~-1 16 WATTS NET WALL 192-16=176 WATTS TOTAL LOSS 779 Wk".:TTS 7 7 9X1-15=896 WATTS ±20%= 1068 WATTS NEEDED 1 250 INSTALLED 3. REI) 1 CEILING 13X16 208X.7=146 WATTS FLOOR 708X.8=166 WATTS TTS i 1 t�J 1NFIT,TRATMN 1664 CI /F X.28 =466 WATTS GROSS ' .LL 29X8=232 mut7 t CI^ - RECEIVED JUN 222009 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. LIV 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 INFILTRATION 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 C) a o W 1CO 0 14 4 Lij c . 4 0 CO Q in 2.3 V m N a 4 I O^O rn Do vcE S p o.o m o ga o o v 2¢N o o " m Q -1,g,%- o< g S . m,Mm L'2 Y ❑ti- z U s W 0 9❑g c7 `o�_ �Wm ❑ m 9�R gU m 5 `wigg,,,,, a) ON ��FmrUn U� o o P2 \ 4.0 al m g°o mgt \ ' C N ❑ - �i F n g s w G O «o d m .� m G r > p,o Ea O - Z u N e - ` m Q m M 3 N g rii o w O R d x To i t7 K '. 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