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Home My WebLink AboutSFR 2004 g 0 c y N CA N 4) V O 0 N 'e. - '0 C 5 cd rr0 .� - 0 !� y C = as >, NU U 7 �, G o CA o 0 el V f+ U O cm ® a a p a O im chi as A A 0 ck N4-4 N •moi X0 0 0 O co 3 Prz 43 O .� 4:: A . "Qo' •o ^'7 is C%1 N O 0 ,.. A W aM o2 .fl rs A � •o�" � !o , O '9 '8 e o OU a U O O '13 M C U y a, 5 o a) O c`) 'o In MIe i.:, E. 12c,-. .g t jr U '� a) N 8 O a H V� cct 0 .4 0 cnu 7:8 U U 0 Town of Montville Building Department 848-3030, Ext 382 RESIDENTIAL CERTIFICATE OF OCCUPANCY SIGN-OFF SHEET 360 .*vii10A/b ,.iiL(. -201977 Property Address Job Description: 4#' f 5FR The applicant is responsible for the completion of the form,no certificate of occupancy will be issued until all signatures below have been obtained. HEALTH DISTRICT 848-3030,Ext.339 n�-,,l a.- Approved q9 No P ermi t - ( Permit#: /?1 ❑ Required Septic System D jCapri- Approved No Permit �-3'�� ❑ Permit#: zzoselo ❑ Required Private Well Date WPCA DEPARTMENT 848-3030,Ext.376 Approved No Permit ❑ Permit#: ❑ Required Municipal Sewer Date House Trap ❑ Outside ❑ Inside Approved No Permit ❑ Permit# ❑ Required Municipal Water Date DEPARTMENT OF P t LIC WORKS 848-7473 / i { Approved No Permit /11.A1-- -Rif i'o< 3-�1 [ Permit#: /7,5— ❑ Required PLANNING B4Feetor��ab/.1 Date ZONING D;ARTMENT 848-3030,Ext.379 In-Compliance No Permit ____2 •' .4 i'/6/6)( c� Permit#: 70 3 Z/S ❑ Required Zoning 0 Date ? In-Compliance No Permit ❑ Permit#: ❑ Required Inland-Wetlands Date Town of Montville Building Department Field Inspection Notice Address: 360 RAYMOND HILL ROAD Job Description: New SFR Permit Numbers: B2003-0452,E2004-0004 Footing Not Approved: Approved: 10/3/03 Comments: 1. Backfill Not Approved: Approved: 10/14/03 Comments: 1. Framing Not Approved: Approved: 2/12/04 Comments: 1. Rough Electric Not Approved: Approved: 2/12/04 Comments: 1. Electrical Service Not Approved: Approved: 1/7/04 Comments: 1. Rough HVAC Not Approved: Approved: 2/12/04 Comments: 1. Rough Plumbing Not Approved: Approved: 2/12/04 Comments: 1 Gas Line Not Approved: Approved: Comments: 1. Fireplace Throat/ Not Approved: Approved: Chimney Comments: 1. Fire/Draftstopping Not Approved: Approved: 2/12/04 Comments: 1. Insulation Not Approved: Approved: 2/26/04 Comments: 1. Certificate of Not Approved: 7/27/04 JS Approved: 8/4/04 JS Occupancy Comments: 1. Certification from alarm company regarding the smoke detectors 2. Door to space over garage to be self closing 3. insulate underside of stairs Page 1 of 1 TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 PLUMBING PERMIT Permit Number: P2004-0096 Date: 18-Aug-04 Map/Lot: 032/003-004 Owner ID: 5832000 Project Location: 360 RAYMOND HILL ROAD Unit: Job Description: Plumbing Owner Name: James E and Diane E Driscoll Tenant Name: N/A Careof: 360 Raymond Hill Road Uncasville CT 06382- Telephone: Contractor Name: Property Owner Telephone: (860)848-8556 DBA: Lic/Reg Type: Lic/Reg No: 0 Exp Date: Construction Value Permit Fees Construction Information Building Value: $0.00 Building Fee: $0.00 Use Group: R-4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1999 State Building Code w/2000 Amendment Mechanical Value: $0.00 Mechanical Fee: $0.00 Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type: 5B Total Value: $0.00 Penalty Fee: $0.00 Permit Code: R5 C of 0 Fee: $0.00 Comments: Plan Review Fee: $0.00 State Ed Fee: $0.00 Total Fee: $0.00 It shall be the owners repsonsibilitv 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. ❑ Footing-Prior to pouring concrete R Plumbing and leak test ❑ Backfill-Footing drains and waterproofing ❑ R Electrical ❑ Concrete Slab-Prior to pouring concrete ❑ Elec Trench-with conduit installed ❑ Framing ❑ Electrical Service CRS No: 0 ❑ Fireplace Throat-One flue above throat ❑ R HVAC ❑ Chimney-One flue above thimble ❑ Gas Piping and leak test ❑ Firestop Draftstopping ❑ Final Inspection ❑ Insulation ❑ Certificate of Occupancy Building Official's Approval: TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 MECHANICAL PERMIT Permit Number: M2004-0176 Date: 18-Aug-04 Map/Lot: 032/003-004 Owner ID: 5832000 Project Location: 360 RAYMOND HILL ROAD Unit: lob Description: Heating&Air Conditioning Owner Name: James E and Diane E Driscoll Tenant Name: N/A Careof: 360 Raymond Hill Road Uncasville CT 06382- Telephone: Contractor Name: Property Owner Telephone: (860)848-8556 DBA: Lic/Reg Type: Lic/Reg No: 0 Exp Date: Construction Value Permit Fees Construction Information Building Value: $0.00 Building Fee: $0.00 Use Group: R-4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1999 State Building Code Mechanical Value: $0.00 Mechanical Fee: $0.00 w/2000 Amendment Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type: 5B Total Value: $0.00 Penalty Fee: $0.00 Permit Code: R5 C of 0 Fee: $0.00 Comments: Plan Review Fee: $0.00 Included on Building Permit State Ed Fee: $0.00 Total Fee: $0.00 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. ❑ Footing-Prior to pouring concrete ❑ R Plumbing and leak test ❑ Backfill-Footing drains and waterproofing ❑ R Electrical ❑ Concrete Slab-Prior to pouring concrete ❑ Elec Trench-with conduit installed ❑ Framing ❑ Electrical Service CRS No: 0 ❑ Fireplace Throat-One flue above throat ❑d R HVAC ❑ Chimney-One flue above thimble ❑ Gas Piping and leak test ❑ Firestop Draftstopping ❑ Final Inspection ❑ Insulation ❑ Certificate of Occupancy Building Official's Approval 011111.1." / A Town of Montville Building Department 310 Norwich-New London Tpke. Tel.848-3030,Ext 382 Uncasville,CT 06382 Fax. 848-7231 Residential Trades Permit Application Form Permit# L bola, , fum6ing ❑Electrical /46.2.0 9 teckanical Cis # xeating 1C Air Conditioning Gas apingSnlTwo-Famiy Tozvnl Ouse Job Address S(oo l- 1rylon.,) 4; 11 (Num ) (Street) (Unit) Job Description W../AJ Mra71 f /v4, hir6 , Owner-37444a C. Mailing Address o city U►JU ,J 1)I State C i Zip C211347 Tel X1.c2 / /g5. Contractor Otvivb( Mailing Address cepviL City State Zip Tel / Contractor's License Type&Number Exp.Date / / I hereby certify that the proposed work will conform to the Basic Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. Owner/Agent Signature Date g / / /O t Y Construction Value Fee Plumbing $ $ Mechanical $ $ Electrical $ $ Plan Review Fee $ State Education Total $ (Complete reverse side) • STATE OF CONNECTICUT - DEPARTMENTOE CONSUMER PROTECTION • PLUMBING& TINLIMITBD CONTRACTOR IAMES,E DRISCq t P( BOX p48 c ,CT 9363 82 TYPe Pi , LIC./REG NO. AFFECTIVE EXPIRES 204088 - 11001/2003 .. .. 10/31/2004 STATE OF CONNECTICUT DEPRTIIENT OF CONSG'AIER PROTF,CT/O;v HEATING,PIPING&COOLING UNLID CONTRACTOR JAMES E DRISCOLL PO BOX 348 UNCASVILLE,CT 06382 TYPE: Sl LIC.✓REG NO. 393132 09 01%2003 0_EXPIRES004 SIGNED, / Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville,CT 06382 (860)848-3030, Ext.382 Electrical Permit Permit Number: E2004-0020 Date: 03-Feb-04 Map/Lot: 032/003-004 Owner ID 124157 Job Location: _360._.. .t ABY[ .O.1.D_H. L SOAR__ ._..._..__ Unit Job Description: Wire new SFR Owner: Contractor: James E and Diane E Driscoll Dave Carlson 388 Butlertown Road 34 Glen Craig Place Oakdale06370- ________.__ 0 .________ ._.__,_____ .___ __.__.__ CT 06370 Uncasville � ____.__._ CT 06382 Telephone: (860)701 0815 __ Lic/Reg Type/No E-1 104684 Exp Date: 30-Sep-04 Tenant: N/A Telephone: Construction Values Permit Fees Construction Information Building Value: $0.00 Building Fee: $0.00 Use Group: R-4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1995 CABO Mechanical Value: .Mechanical Fee: $0.00 Construction Type: 5B Electrical Value: $0.00 Electrical Fee: $0.00 Permit Code: R5 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $0.00 CO Fee: $0 00 Plan Review Fee: $0.00 State Ed Fee: $0.00 Total Fees: $0.00 It is the owners responsibility to schedule the following inspections(minimum 48 hours notice required): ❑ Footing-Prior to pouring concrete ❑ Rough HVAC ❑ Backfill-Footing drains and waterproofing ❑ Fireplace Throat ❑ Concrete Slab-Prior to pouting concrete ❑ Chimney-One flue above thimble ❑ Rough Framing ❑ Firestopping/draftstopping Rough Electrical ❑ Insulation ❑ Electrical Service CRS#: 0 Ej Final Inspection ❑ Rough plumbing and leak test ❑ Certificate of Occupany ❑ Gas piping and test Building Official's Signatur_. Town of Montville of ' Building Department Permit#e-2-00 4 — o 2.4 310 Norwich-New London Tpke. Tel. 848-3030,Ext 82 Uncasville,CT 06382 Fax. 848-7231 One&Two Family Trades Permit Application Form DP umding €lectricaf ['Mechanical. Heating Air Conrationing DOther —Gas Pii B Job Location 3C () re i_)y l uN i k L Job Description/Materials (JJ "( t Vkb o'.-- 1-.0 c ) Owner J%v'' —0,2.s c,,,........ Mailing Address City State Zip Tel / / ContractorDINA CA0-4-&J S SS Mailing Address N3 tc. Lc a--1 :r✓.-) ti- City aia 'coo ler. State 67 Zip 663 76 Tel 86° /70 1 / Cel-C Contractor's License/Registration Type&Number /0 Y6 8"'-f C- ( Exp.Date / 3 / c", I hereby certify that the proposed work will conform to the Basic Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. Owner/Agent Signa Date Z / 3 /. o f Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ '01 oW $ Other $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total $ $ 360 M/6t 747 MECcheck COMPLIANCE REPORT 1995 CABO Model Energy Code Permit # MECcheck Software Version 2.07 Checked by/Date COUNTY: Montville STATE: Connecticut HDD: 5999 CONSTRUCTION TYPE: Single Family DATE: 1-7-2004 COMPLIANCE: PASSES Required UA = 695 Your Home = 659 5.2% Better Than MEC Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 3200 30.0 0.0 112 WALLS: Wood Frame, 16" O.C. 3232 19.0 3.0 175 GLAZING: Windows or Doors 301 0.340 102 DOORS 21 0.530 11 DOORS 126 0.340 43 FLOORS: Over Unconditioned Space 3000 11.0 0.0 216 COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the 1995 CABO Model Energy Code. Builder/Designer Date 0 MECcheck INSPECTION CHECKLIST 1995 CABO Model Energy Code MECcheck Software Version 2.07 DATE: 1-7-2004 Bldg. Dept. Use CEILINGS: [ ] 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 16" O.C. , R-19 + R-3 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.34 For windows without labeled u-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] 1. U-value: 0.53 Comments/Location [ ] 2. U-value: 0.34 Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R-11 Comments/Location AIR LEAKAGE: [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. 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: [ ] 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. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. 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-5. Ducts outside the building must be insulated to R-6. 5. DUCT CONSTRUCTION: • [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] 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. [ ] SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ ] HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.) : PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1. 5 2.0 Low temperature 120-200 0.5 1.0 1.0 1. 5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0. 5 0. 5 0.75 1.0 refrigerant below 40 1.0 1.0 1. 5 1.5 [ ] CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) NON-CIRCULATING 1 CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" 1 0-1.25" 1. 5-2.0" 2.0+" 170-180 0.5 I 1.0 1.5 2.0 140-160 0.5 I 0.5 1.0 1.5 100-130 0. 5 I 0.5 0. 5 1.0 ----NOTES TO FIELD (Building Department Use Only) 0 0 Town of Montville0 Building Department Date: /Z/2,%3 Field Inspection Notice Permit#: f Address: -34o i Yt- d N 1 /Z-t- 7z I Not Comments/Corrections Required—re-inspection required: t Inspection Approved Approved ❑ Footing 0 0 ❑ Backfill 00 ❑ Concrete Slab ❑ Framing 0 0 s ❑ Rough Elec 0 0 0 Elec Service 0 0 ❑ Rough HVAC 0 0 ❑ Rough Plumbing 0 0 ❑ Gas Line 0 0 / Fireplace Throat 0 ❑ Chimney ■ 0 0 Fire/Draftstopping 0 0 ❑ Insulation 0 0 ❑ Final Inspection 0 0 ❑ Cof0 0 0 ❑ ❑ ; , �fis ector's Signature tt N I 0 Town of Montville 0 Building Department Date A/ 3 , 0,3 Fiel nspection Notice Permit #610.703-y,S Job Location 3 6 0 a /� CZytpproved Type of Inspection TO Q //07-- Not Not Approved - Please call for re-inspection when the following corrections have been completed: g$ 4� } t /-7,/.7 'i , ,.; 1 (7/ . Building Official Town of Montville Building Department Date J o / / q / oy Field Inspection Notice Permit # Job Location /, o /2.._/2t(/`-1 0 N 9 Pi/ L t 2 Q Approved Type of Inspection /a/, G j-t F t LL Not Approved - Please call for re-inspection when the following corrections have been completed: Building Official Town of Montville Building Department Date "/ / 15 / 03 Field Inspection Notice Permit # 1:3k.,../01)1,j_4( Job Location 3 6 v 12- `-1 Nti v N D )-)/u (� Approved Type of Inspection x7,13 --172-8 rJ G.- Not Approved - Please call for re-inspection when the following corrections have been completed: 1 Building Official cPe f Town of Montville / Building Department ��Y"o 2 Date___79479_/____,623 Field Inspection Notice Permit # " A Job Location 3 mo IcZ / v Er‘proved Type of Inspection , 4 4) Not Approved - Please call for re-inspection when the following corrections Lie been completed: Buil m fficial p T . Town of MontvjJle Building Department FOOTING & BACKFILL INSPECTION CHECKLIST GENERAL SLAB ON GRADE 0 Copy of concrete delivery tickets 0 4"Thick base course(505.2) FOOTING 0 Isolation joints in place around perimeter 0 Fill material to be compacted(505.2.1) ❑ Placed on undisturbed soil ❑ Fill does not exceed 24" for clean sand or gravel ❑ Frost Protected(403.1) and 8" for earth except approved by Bldg. Dept. ❑ Top surface level(403.1.1) (505.2.1) ❑ Frost wall for walk out areas ❑ Slab min.3-1/2"(figure 403.Ia) ❑ If ledge present — properly prepared bearing surface COMPRESSIVE STRENGTH ❑ No ground water present in hole 0 Slabs not exposed to weather, min. 2,500 psi ❑ No frost present in hole (Table 402.2) ❑ ❑ No organic material present Garages, porches, steps, and carport slabs, min. FOUNDATION WALL 3,500 psi(Table 402.2) ❑ Foundation walls not exposed to weather, min. ❑ 'A" min. anchor bolts ® 6'-0" o.c and not more 2,500 psi (Table 402.2) than 12"from the corners(Figure 403.l.a) ❑ Foundation walls 3,000 psi(Table 402.2) BACKFILL ❑ Air entrained concrete required for porches, ❑ Foundation walls to extend at least 6"above carports,steps,garage slabs,and foundation walls finish grade(404.1.3) (Table 402.2) ❑ Proper concrete cure or bracing before backfill (404.1.3.1) ❑ Frost-free material present for backfill FOUNDATION DRAINAGE ❑ Gravel or stone to extend 12" beyond outside edge of footing(405.1) ❑ Gravel or stone to extend 6" above footing (405.1) ❑ Gravel br stone to extend min. 2" under pipe (405.1) ❑ Gravel or stone to extend 6"over pipe(405.1) ❑ Foundation Drain around habitable or usable spaces(405.1) FOUNDATION WATERPROOFING(406.2) ❑ Membrane shall extend from the top of the footing to the finished grade ❑ Joints in the membrane shall be lapped and sealed with an adhesive compatible with the waterproofing membrane Approved systems ❑ 2-ply hot-mopped felts ❑ 55 pound roll roofing ❑ 6-mil polyvinyl chloride ❑ 6-mil polyethylene ❑ 40-mil polymer-modified asphalt Revised 5/1101 I Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville,CT 06382 (860)848-3030,Ext.382 Building Permit Permit Number: B2003-0452 Date: 02-Oct-03 Map/Lot: 032/003-004 Owner ID 124157 Job Location: 360 RAYMOND HILL ROAD Unit Job Description: Single Family Residence Owner: Contractor: James E and Diane E Driscoll James E. Driscoll P.0.Box 348 34 Glen Craig Place Uncasville Ct. 06382- Uncasville CT 06382 Telephone: (860)460-5998 Lic/Reg Type/No. 0 Exp Date: Tenant: Self Telephone: Construction Values Permit Fees Construction Information Building Value: $226,961.00 Building Fee: $1,360.00 Use Group: R4 Plumbing Value: $1,647.00 Plumbing Fee: $100.00 Code: 1995 CABO Mechanical Value: $17,830.00 Mechanical Fee: $106.00 Construction Type: 5B Electrical Value: $16,429.00 Electrical Fee: $100.00 Permit Code: R2 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $277,268.00 CO Fee: $10.00 Plan Review Fee: $136.00 State Ed Fee: $44.36 Total Fees: $1,856.36 It is the owners responsibility to schedule the following inspections(minimum 48 hours notice required): O Footing -Prior to pouring concrete 0 Rough HVAC ❑d Backfill-Footing drains and waterproofing 0 Fireplace Throat 0 Concrete Slab-Prior to pouring concrete ❑ Chimney-One flue above thimble O Rough Framing 0 Firestopping/draftstopping Rough Electrical 0 Insulation 0 Electrical Service ❑ Final Inspection O Rough plumbing and leak test 0 Certificate of Occupany ❑Gas piping and test Building Official's Signature: 1111: �,�� Town of Montville Building Department Receipt Date g //_6 / 03 No. 03067 From: , ry,,es C-o Job Address: 4‘61 MGD (, 4 Amount 3 6 3 6 Cash ICU, Check # (Circic one) Received by 3 . Permit #� ,v3^y�/s2_. Permit Fee Calculation Spreadsheet 1 RESIDENTIAL PERMIT CALCULATION (2 STORY) House Construction A (E=Economy,A=Average,C=Custom) QTY $/UNIT $/UNIT $/UNIT TOTAL Living Area 3184 SF $ - $ 72.08 $ - $ 229,502.72 Finished Basement SF $ - $ 16.01 $ - $ - Unfinished Basement 1280 SF $ - $ 5.41 $ - $ 6,924.80 Kitchen 1 EA $ - $ - $ - $ - Plumbing Full Bath 2 EA $ - $ 4,229.40 $ - $ 4,229.40 Half Bath 1 EA $ - $ 2,691.15 $ - $ 2,691.15 Garages Attached,1 car EA $ - $ 8,885.10 $ - $ - Attached,2 car EA $ - $ 15,113.70 $ - $ - Attached,3 car 1 EA $ - $ 20,913.90 $ - $ 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 EA $ - $ 3,963.75 $ - $ - Masonry,exterior 1 EA $ - $ 3,963.75 $ - $ 3,963.75 Masonry,interior EA $ - $ 3,701.25 $ - $ - W/2 fireplaces EA $ - $ 6,746.25 $ - $ - Breezeway/Decks Open SF $ - $ 22.31 $ - $ - Enclosed SF $ - $ 94.76 $ -, $ - Porches Open SF $ - $ 62.69 $ - $ - Enclosed SF $ - $ 123.90 $ - $ - Heating Adjustment 3184 SF $ - $ (2.76) $ - $ (8,787.84) Air Conditioning 3184 SF $ - $ 2.84 $ - $ - Electrical 3184 SF $ - $ (5.16) $ - $ (16,429.44) Plumbing 3184 SF $ - $ (5.04) $ - $ (16,047.36) TOTAL BUILDING CONSTRUCTION COST,LESS MEP $ 226,961.08 Y I Is air conditioning included(YIN)? $ 9,043' PERMIT FEE Building $ 226,961 $ 1,360.00 Y Plumbing $ 16,047 $ 100.00 Y Mechanical $ 17,830 $ 106.00 Y Electrical $ 16,429 $ 100.00 Other $ - CO Fee $ 10.00 Plan Review $ 136.00 State Ed Fee $ 277,268 $ 44.36 Total Fees $ 1,856.36 Based on 2003 RS Means REsidential Cost Data 8/13/03 Town of Montville Building Depirtment Permit# 310 Norwich-New London Tpke. Tel. 848-3030,Ext 382 Uncasville, CT 06382 Fax. 848-7231 One&Two Family.Building Permit Application Form /96w Construction 0 Addition 0 Alteration 0 Accessory Structure [Other Job Location 60 gA.IVloAi() ll i 1/ I-04 I5 Job Description/Materials N64) Mr 12• &X 34g Owner J�lmC-S E• De41.0// MailingAddress f City UNMcV i I ItC State CT Zip 0L?S'2 Tel ea /4 o /S-99g Contractor IC Mailing Address City State Zip Tel. I Contractor's License/Registration Type&Number Exp.Date /__/ I hereby certify that the proposed work will conform to the Basic Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. a..... Owner/Agent Signature L Date 6 i /b 16,3 Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $, $ Other $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total $ $ (See*verse side for additional requirements) 47111;44\ __ NTEGRA TED SE388CUR,TY' BUTLERTOWN ROAD OAKDALE CT 06370 SALES 860-442-2626 SOLUTIONS OFFICE 860-701-0815 July 30,2004 Dear Sir or Madam: The Fire Alarm System at Jim Driscolrs Uncasville CT has been tested and is funtioning properly ( 7 vid Carlson Business Manager/Member •d CEBI-2bb-098 gluomspeq uod BBO:II b0 OE Inr - - -'- ~~' ' ^ ' IPP Heat Loss Clc= } Liun �116368 06''26''03 3u� Name : DRISCOLL RESIDENCE Job LuoaLi �o : 4hulesaler : SHETUCKET " C8 CHESTE� ^ � untrctu/ : 7-',---epi-ed Gy : EGIC Job Remar. : , 'utal 1 , 848 421 1 , 343 1 , 363 20 , 363 2 • , 322 ; TU Heat Loss Data : oum# �allLoss ; l �esCeiliou F / ao~ In [ iltratiun Total GTU : _--------_---------_--- � 1 2 , 370 . 40 3 , 709 . 60 2 , 350 . 00 2 3'� OO 13 ------------------- � 2 660.80 232 , 20 ' / ^ , ��b ^ OO 26 , 316. 00 3 �984O 1 31 � 6O 0 ^ 0O 73+ ' 00 2, 171 . 32 3, 879, 12 4 341 ^6� 1 ' 7O ^ OO O ^ OO 725 ^ 00 2 , 088 . 00 4 , 623 , 00 � 3 ~ , � . � . �O 440 OO 1 267 20 3 736 G0 �O7 . 2O 2 / 6�4 , OO 0 ' 30 --.: 0 , 00'~ O� 1 ,' 534 ~^OO 5 'O23 ^^ 2O u 571 . 20 232 . 80 0 . 00 33100 1 ' 010 ^ 83 2` 223^ 88 i: 0 . 00 :.) ,.. 00O 0 . 00 183. 03 ' + 8 O ~ OO 0 . 00 O^^ OO 168 ^ OO 4G3 ^84 6J1 . 84 � 9 431 ~ 23 1 , J17 . 40 O ^ OO 780 ^O0 2 ` 2+4 ^+0 4 ' 773 ^ 20 483 ^ 84 �31 ^ 34 10 924 ~ 03 '1 , 317 . 80 372 ^ 00 0. 00 2 11 430 ^ 03 0 . 00 235 ^ 60 0 ^ OO '+/� ^ »� 3 ' 234^ 64 ` ' 12 873. 60 1 , 73680 372~ 00 O ^ OO 2' +/1 ^ 0+ 3 ' 673^ 44 � 322 ^ 33 1 ' �38 ^ 21 � 13 644 . 00 1 , 413 . 20 331 ' 30 O ^OO 1 ' 689 ^ 12 * ' 139 ^ 32 14 338 . 80 366 . 00 4D3 ^ 00 0 ^0O 1 13 313 ^ 60 0 , 00 232 ^ 00 0 ^ OO ' l /J ^ �4 2 , 237. 34 � ^ 16 313 ^ 60 0 ` 00 232 ^ 00 O ^ OO 723 ^ 76 1 , 291 . 36 17 1 ' 299 . 20 2 , 342 ' 40 1 , 144 , 00 O .^OO 4 ,342 . 02 9 , 727 . 68 723 ^ 76 1 ' 291 ^ 36 ' otal 10 , 418 20 , 320 6 , 22r 6 , 286 39 , 894 83, 343 12 25 7 8 48 100 'ie aver��e ETU pe!. Eq ' Ft . u [ Livinci Area is : 23 . 05 .le ave� � e ETU pe� Cu. . Ft . u [ Livin� Ai-se is .; 4 . � 3 i ...- tors ^seJ i � Heit Luss Calc:latiuns : `� 1;u�A__ ___ al � ___ � ___ Gl �� _C� ^ i � � � r r F > �aIo [ ilta GTU Output Temp ----- - - 2 0 . 37 0 . 61 0 , 0J O -------------- . . ^ . �� O 36 550 80 3 0 . 07 0 . 61 0 . 03 � . 03 O ^ 13 330 30 4 OO . 7 [LEA � ' �� 0 . OJ O ^ 18 550 30 3 0 ' 07 0 . ,S1 0 . 03 0 . 03 O ' 18 330 80 0 . 07 0 . 61 O .: 05 0 . 03 0 ^ 18 350 30 7 0 . 07 0 . 61 0. 03 0 . 05 0 ^ l8 550 80 8 3 . 07 0 ' 61 0 . 05 0 . 05 O ' 18 33O 80 9 0 . 07 0 . 61 O . 03 0 . 03 V ^ 18 330 30 1� 0 . 07 0 . 61 0 . 05 0 . 03 O ^ 18 330 80 - -- - -- , _ , 1 ,-_.,..,. A; c..:,.1 : 1E:i36 3Db N,,,..ili;..1, l', DRUI;COLL RESIDENCE jcib L, ...Jc,...: (51c.iv; -,', ,1HETUCKET ai... HEST,--7, 11, 0 . ;:.:, 7 :.) ,, 61 ,) 05 0 . 05 0 . 27 550 30 0 . 05 . 05 0 . 13 550 30 i --.1 0 . 05 0 . 27 550 80 '.,.. 13 550 80 .. 0, 18 550 80 ')..6 0 . 61 0. 18 550 80 30 0 . 05 550 20 , Jo� Nam� : DRISCOLL RESIDENCE Ju� Lucatiuo : Nhulesale~ : SHETUCKET COLCHESTER Cantractur : Jub � eark� : FrepareJ Ey .. ERIC .7,. oum# Ruua N�me Factur �uum Siz�_____________BTU _Luss___Ft_3aseboarJ �� ------------------------ 26 , 516 , 0000 48 2 1 LIV1MG ROOM 2 ' 0O 8 X 23 ^ 3 X 237 ^ 1 3 �O 3 X 13 X �4 3 3 , 879 . 12OO . 2 KITCHEN ^ ^ 8 4 4 , 629 . 000 ^ '' ^ � - ��— � O� 8 X 12 3 X 14 . 3 ~ . . 3 �INING ROOM ^ ^ 6 3 3 , 756 . 0000 . ~ - - - '-.J ., 00 8 l 1� X 11 ~ - 4 FU/�� 5 , 02'5 . 2003 ? 1 3 GJEAX�AST 6 ^ 00 3 X 11 X 12 ^ 34 ^ O ` 0O 8 X 13 � X 6 . � 2 , 223 . 88OO . 6 LAUX��; ' ^ ^ 1 2 7 MUD R03:1 3 ' O; 3 X 6 X7 ::',51 . 3400 1 .: , 0� �31 . 8� O . 8 �ATHRUJM 1 ^ 4 2�OO � � 9 GED�OD� 1 10 . 00 8 X 7-3 13 X 13 ' / . g . E 13 EEDROOM 2 i. 1 . 003 X |3 11 3 , 284 . 6400 2 „ ': 11 G�TH�UOA 2 1� . �0 � X 3 . � � 7 1 , -533. 20301O , � 12 GED�O�M 3 12 , 0f:; 8 � 13 X 11 3 , 673 ^ 4400 7. ` 13 �EA�� G �ODM 1 , .. ... .-, l2 x P. , : � 11 ' 3 4 ' 139 . 3200 4 , � 14 �ASTE� GATH 13 . 0O 8 � 8 . 3 '')-I12 :!. .32a7 , 8400 4 . : 13 �A` 1A 1 1 � ' 00 1 , 291 ^ 36O0 , . 11 , 291 .: 36002 36OO . ` 16 �AiklN 2 ^ 3 , 2'27 . 6200 17 17 MASTE� GEDRO 1:2 .. !_,3 8 X 13 X 22 ^ 33 , 344 . 723O 131 . 1, --. .,i.: ', -::, : Dimeo� iaoa1 Data : �� '� t . � � . F � , 3,-4 . Ft C^ . Ft . S� � F F..,:,.... -...± �+ L all � � � � _______Vuiume__Livin�_�re --_------------ -_-----------------_--_---- --- --- - - - 1 388 388 4 , 700 38 433 117 ' 113 6 18� 1�� 1 ,3O8 27 0 1:1:11 , 43� 18 3 29 � 11^ 380 11 x 61 3 � ` 37 3, , , 3 110� 13 � � 9 � 702 8 6 102 ` 4 / - � � ^2 336 0 .7,� ~ 3 283 ,_ 8 O - | '3 36O 1:i: 9 77 27 O 1 ' � 1 163 � / .i431 �3 0 1 , 144 ~ �76 � 6� 0 11 64 � . ' ~ ^ 2 136 `� 143 0 1 , 144 1i ^ "" 93 � 1 , 173 . !3 113 - 816 1( , � �1 J l ^Z O � 63 O 304 c 13 36 � 3O4 �6 (� 63 236 � 2 283 2� 7 232 . 3 , Rthvac-Residential&Light Camrnercial MAC Loads Elite Software Development,inc. Shetucket Supply Company ifii Driscoll Groton,CT 06340-6266 Page 31 System 1. Zone 1 Summary Loads (A verage Method) i Component Area Sen Lat Sen Total Description _ _ Quan Loss Gain Gain Gain 1 A-cw-o:Glazing-Single pane,operable window,clear, 265.6 19,123 0 11,909 11,909 wood frame 1 D-cw-o:Glazing-Double pane,operable window, clear, 42 1,915 0 1,543 1,543 wood frame 11G:Door-Panel 63 2,721 0 1,158 1,158 12B-Osvu.Wall-Frame.R-11 insulation in 2 x 4 stud cavity, 1233 9,568 0 3,839 3.839 no board insulation,siding finish,wood studs 16CR-19:Roof/Ceiling-Under allic or knee wall,Vented 624 2,446 0 1,468 1.468 Attic with Radiant Barrier,Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane,R-19 insulation 19A-19p:Floor-Over enclosed unconditioned crawl space. 18422 5,658 0 1,628 1,628 No insulation on exposed walls,sealed or vented space.passive,R-19 blanket Subtotals for structure: 41,431 0 21,545 21,545 People: 3 600 900 1,500 Equipment 2,650 3,400 6.050 Lighting: 0 0 0 Ductwork: 6,784 420 2,164 2.584 1 Infiltration:Winter CFM:0, Summer CFM:0 0 0 0 0 System 1,Zone 1 Load Totals: 48,215 3,670 28,009 31,679 Check F: tiresi Supply CFM: 1274 (3.6 AC/hr) CFM Per Square ft.: 0.691 Square ft. of Room Area: 1,843 Square ft. Per Ton: 592 i Zone Loads _------ ---- _ f i Total Healing Required: 48,215 Btuh 48215 MBH Total Sensible Gain: 28,009 Btuh 88 Total Latent Gain: 3,670 Btuh 12 % ' Total Coaling Required: 31,679 Btuh 2.64 Tons(Based On Sensible+ Latent) 3.11 Tons(Based On 75% Sensible Capacity) '�Notes ----------- ----------------- ------------- Calculations are based on 8th edition of ACCA Manual J. All computed results ace estimates as building use and weather may vary. Be sure to select a unit that meet:,both sensible and latent loads. Rhvac-Residential&Light Comrrmerciaa MAC Loads Mite Software Development,Inc.1 ' Shetucket Supply Company ( Driscoll Groton,CT 06340-6266 moi' Page 4 I ' ' System 2. Zone 2 Summary Loads (Average Method) 11 Component -- — — — Area Sen Lat Sen Total I •Description Quan Loss Gain Gain Gain I 1 A-cw-o:Glazing-Single pane,operable window,clear, 137 9,864 0 6,416 6,416 wood frame 128-Osw:Wall-Frame, R-11 insulation in 2 x 4 stud cavity, 927.7 7,199 0 2,890 2,890 no board insulation,siding finish,wood studs 12B-4sw:Wall-Frame,R-11 insulation in 2 x 4 stud cavity, 108 631 0 217 217 R-4 board insulation,siding finish,wood studs 16CR-19:Roof/Ceiling-Under attic or knee wall, Vented 1077.7 4,225 0 2,534 2,534 Attic with Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane,R-19 insulation Subtotals for structure: 21,919 0 12,057 12,057 ' People: 3 600 900 1,500 Equipment: 1.950 3.200 5,150 Lighting: 0 0 0 Ductwork: 2,733 243 1,130 1,373 ' Infiltration:Winter CFM:0,Summer CFM:0 0 0 0 0 System 2,Zone 2 Load Totals: 24,652 2,793 17,287 20,080 Check Figures Supply CFM: 786 (4.9 AC/ttr) CFM Per Square ft.: 0.729 ' Square ft. of Room Area: 1,078 Square ft. Per Ton: 561 1 ;Zone Loads Total Heating Required: 24,652 Btuh 24.652 MBH 1 Total Sensible Gain: 17,287 Btuh 86 % Total Latent Gain: 2,793 Btuh 14 % Total Cooling Required: 20,080 Btuh 1.67 Tons(Based On Sensible+ Latent) 1.92 Tons(Based On 75% Sensible Capacity) — ; Notes + I Calculations are based on 8Th 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. Jul 06 03 10: 28a BILL CARD 603-555-1212 p, 3 ■ w BOISE BC CALC®2002 DESIGN REPORT- US Monday,July 07,200310:15 Single 5 1/4" x 9 1/2" VERSA-LAM®3080 DF File Job Name Name BC CALC Project:F602 - DRISCOLL RES. Description Address - 360 RAYMOND HILL RD. Specifier City,State,Zip - UNCASVILLE,CT. - Customer - SANFORD&HAWLEY Compsan - Comp Code reports - ICBO 5663,NER 442 any - Misc - BEAM'B' a....+4 7 l t i I2 2 Standard Load-40 PSF I 10 PSF Tributary 1300 00 ss * i • ' ::. r-„mss•:;=3 sr >;:.. �pa'C y��{ :y �:KV�YV,-$�' i\ n:iw vn�: `+J`,A ,.t,:Jt\,� Ci;SJfA�\:wv.,t,"��Ynix��:: O:h, max• ........ ,a; mrr ..:u., VG�i A:;, ,�•. .4T. w,.1E v •.4 ..,,,,..-...,.......,\'.<.,f.u,\':ew.c,,,x.. VAP ,;... �.:::,. .1, ..,�i,,,4)�'� mi".,.`:�,YS.��cv„".::.•�.:?:�:b:�::c"+�,w `: �::ati:`• .*w....`::x:�o}�J tv _t ;A..�a -•1�`:: R:`- BO 4290 lbs LL 61 1940 lbs DL 4290 lbs LL 1940 lbs DL Total Horizontal Length-11-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End b. Our. S Standard Unf.Area Load Left 00-00-00 11-00-00 40vPSF 10e 1PSF 1T3-00-00 100 Member Type: - Floor Beam 1 Number of Spans . 1 2 Unf.Lin.Load Left 00-00-00 11-00-00 0 PLF 80 PLF Na 100 Unf.Lin.Load Left 00-00-00 11-00-00 260 PLF 130 PLF n/a 100 Neff beever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 17134 ft-lbs 82.4% @ 100% 2 1 -Internal Tributary 13-00-00 End Shear 5334 lbs 56.3% Repetitive n/a Total Deflection100% 2 1 -Left Construction Typen/a L/265(0.497' 90.4% 2 1 Live Deflection 1J385(0.343") 93.4% 2 1 Live Load 40 PSF Span/Depth 13.9 1 Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(L1240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Disclosure Minimum bearing length for BO is 1-12". The completeness and accuracy of Minimum bearing length for 51 is 1-12". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods: Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call(800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARD ,BC OSB RIM BOARDTM BOISE GLULAMTM, VERSA-LAMS,VERSA-RIMS, VERSA-RIM PLUS®, VERSA-STRANDTM, VERSA-STUD®,ALL10IST®and AJSTM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 Jul 06 03 10: 28a BILL CARD 603-555-1212 p. 2 ��~ BC CALC®2002 DESIGN REPORT- US Single 5 1/4" x 9 1/2" VERSA-LAM®3080 DF File Monday,July 07,2003 10:13 Name BC CALC Project:F801 Job Name - DRISCOLL RES. Address - 360 RAYMOND HILL RD. Description - City,State,Zip - UNCASVILLE,CT. Specifier - Customer - SANFORD&HAWLEY Designer - Code reports - ICBO 5663,NER 442 Company Misc - BEAM'A' in . !! ! :! _! Standard j - .._1____I____4__ Load 49 PSF l 15 PSF •Tributary 16-00-00 � 1 , .a. ♦�.. •,Vic.;,•`.::::za:.;z•. .,>.... .. , �.\,ia:•.a„-:,. .... :2?:':,- - .',a....:.G,b^."^ `\'t�'<q 41, :;c.,,-. - ., - �.-...�,..�n`a�^; a :..\ .- '�'�,.'1�v`;i . ��a�..`.:i::• "�:�`?sA,y"o�:?;t�,~-`.>:,?A`.`i.'�:�" :ti..:�...�'.•\fi :: >�.".., Via:tia.,; :a::r'G:; \�i��:.... r,.S�..�`CT•,•:>..S tib, .fi��.:`a;ro .:.:.w.a`v; , k�ct` � 7..�a+makw.•`'�mc�a�'�,,;_, BO 3680 lbs LL 1914lbs DL 81 3680 lbs LL 14141bs DL Total Horizontal Length-11-06-00 General Data Load Summary Version: US Imperial to Description Load Type Ref. Start End Live Dead Trib. Dur. Unf.Area Load Left 00-00-00 11-06-00 40 PSF 15 PSF 16-00-00 115 Member Type: - Floor Beam 1 Number of Spans - 1 Unf.Lin.Load Left 00-00-00 11-06-00 0 PLF 80 PLF Na 100 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Moment 16082 ft-lbs Loadcase Span Location Slope Oy 2 67.2% @ 115% 2 1-Internal Tributarylope 0/120 OQ End Shear 4824 lbs 44.3% @ 115% 2 Total Deflection L/270(0.51") 88.7% 1-Left Repetitive n/a Live Deflection L/411(0.336") 87.6% 2 1 Construction Type n/a Span/Depth 14.5 2 1 Live Load 40 PSF 1 Dead Load 15 PSF NOTES: Part Load 0 PSF Design meets Code minimum(L240)Total load deflection criteria. Duration 115 Design meets Code minimum(L/360)Live load deflection criteria. Minimum bearing length for BO is 1-1/2". Disclosure Minimum bearing length for B1 is 1-12" The completeness and accuracy of Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call(800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARDTM,BC OSB RIM BOARDTM BOISE GLULAMTM, VERSA-LAM® ,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTM, VERSA-STUD®,ALWOIST®and AJSTn'are registered trademarks of Boise Cascade Corporation. Page 1 of 1 Jul 06 03 10: 29a HILL CARD 603-555-1212 p. 4 B411hINEr BC CALL®2002 DESIGN REPORT- US Monday,July 07,2003 10:16 Single 5 1/4" x 9 1/2" VERSA-LAM®3080 DF File Job Name - DRISCOLL RES. Name BC CALC Project:FB03 Address - 360 RAYMOND HILL RD. Description - SpeciCity,State,Zip - UNCASVILLE,CT. Designer - Customer - SANFORD&HAWLEY Designer - Code reports - ICBO 5663,NER 442 Company - Misc - BEAM'C'&'D' 3 2 . _ . .. . ��SS i 1 r ( �ndard Load-40 PSF 11'5 PSF ^Tributary 13-00-00 ' I I _ ax`:,+��:iju:a:'•.'..�?:::.<[ 'aX.i,�.'r `ti.:,. I r-•-•`^P.a s1:i::r...a�..;..x-•;, ,,r3.:a -..• . l 4Vak a ;^<' s?% -:5::`;, ,di>a: atP.sr;,-.:?; :::!:i:a;:;,...."` bio-• :.:..':C5. `.i•' .,.:..:.,:?.`3�...,...,* :a=... ,: I :rata .dh � :3wc'Q•)y'o: ' .�Arvc,.,....a,. .:avx,,�,; .a:caw.yn+:, :v`::�:y";�;:.y;.:.��t.,.y;,y,;»:s,:••,.,,..,,.:• ISS 8a'aia,,,a,:W ::2�:{:ir<� 3:ax:,.,..?4 �\x. .at,,,.��,.'%w•'. —4.-A�m��.r..,-..,.:.z,'c. -o:, ,,- ,..c :?:1-e :5:Ni..•c;.ra: ..A.::.a.. os ,:�: ...:.: ........�.• +�, ,•xr�t�N\.V, .`.�..�,. •\o;:> ..r•..., :.:>',,`Y�^0+\A`y�j.:.�:...•:a� o..ti, a:. .••:•:.:.:t,ti�• .. , ....,. Mt**- ,.� .. .,R ••...?:-:.. �\:, :;x taxa ♦,r.., h.•,. ..�`1\v.. v"..�;..x;;;::Gw2 :;•`.C��. - a�u�t r'• �•.o....,....r:::4a::: -c• :a:. 06-00-00 `� 7-06-w` 'S�:R:�� :'?';ir„v.,, .vck'.roaca: .r:;:” `' asP`t• .,a`;`NcssAss,,: BO 69 07-0600 07-06-00 08,011-00 2 4602 lbs LL 12131 lbs LL 11181 Blbs LL B3 B4 1674 lbs DL 4733 lbs DL 3548 lb12131 lbs LL 4602lbs LL s DL 4733 lbs DL 16741bs DL Total Horizontal Length-31-00-00 General Data Load Summary Version: US Imperial ID Description Load T S Standard Type Ref. Start End Live Dead Trib. Dur. Member Beam 1 Unf.Area Load Left 00-00-00 31-00-00 40 PSF 15 PSF 13-00-00 100 Number Type: - Floor4 2 Unf.Lin.Load Left 00-00-00 31-00-00 520 PLF 130 PLF n/a 100 Left Cantilever Spans Unf.Lin.Load Left 00-00.00 31-00-00 0 PLF 60 PLF n/a 100 - No 3 Unf.Lin.Load Left 00-00-00 31-00-00 260 PLF 130 PLF Na 100 Right Cantilevern - No Controls Summary Slope 0/12 Control Type Value %Allowable Duration Loadcase Span Location Tributary 13-00-00 Moment 12707 ft-lbs 61.1% Repetitive n/a End Shear 4829 lbs 100% 6 1-Right Construction T51.0% @ 100% 4 1-Left Type n/a Cont.Shear 7453 lbs 78.6% ft 100% 6 1-Right Total Deflection U644(0.149") 37.3% 5 4 Live Load 40 PSF Live Deflection L/828(0.116") 43.4% Dead Load 15 PSF Total Neg.Defl. -0.053" 10.6% 4 4 Part Load 0 PSF Span/Depth 101 4 2 Duration 100 1 Disclosure NOTES: The completeness and accuracy of Design meets Code minimum(L1240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(L/360)Live load deflection criteria. who would rely on the output as Minimum bearing length for B0 is 1-1/2". evidence of suitability for a particular Minimum bearing length for B1 is 3,5/8". application. The output above is Minimum bean based upon budding code-accepted Minimum ng length for B2 is 3.1/8". design properties and analysisnlength for B3 is 35/8 methods. Installation of BOISE Minimum bearing length for B4 is 1-112 engineered wood products must be in Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+1/2 intermediate bearing accordance with the current Installation Guide and the applicable budding codes. To obtain an Installation Guide or if you have any questions,please call(800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARDTM,BC OSB RIM BOARDTM,BOISE GLULAMTM, VERSA-LAM® ,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND"', VERSA-STUD®,ALL.IOIST®and AJSTM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 Jul 06 03 10: 29a BILL CARD 603-555-1212 p. 5 ■ w BOISE BC CALC®2002 DESIGN REPORT- US Monday,July 07,200310:18 Single 5 1/4" x 9 1/2" VERSA-LAM®3080 DF File Job Name - DRISCOLL RES. Name - BC CALC Project:F604 Address - 360 RAYMOND HILL RD. DescriptionSpecifier - City,State,Zip - UNCASVILLE,CT. Designer - Customer - SANFORD 8 HAWLEY mpn - Code reports - ICBO 5663,NER 442 Company Misc - BEAM'E' - 3 , 4/ 1 / f III/ , II tr 41 I 111 1111 A 1 • - r -Standard Load-4p PSF 115 PSF Tribal 13-00-00 r . r iy \ , '_ :5 <ly% �vF, r� `;� :6 E,' ya �y �t2 , 1: �ryaygl7 ;sw \ qwws �.�,W \ wL �y? tii�w1 � Sg}}ggai§ J�^� g��a• `x \.,:tgn� . u;aw� mo, w . \ 62?v . gw06-0600 � 0&-0-0080 B1 08-06 B2 4S9O lbs LL DL 12240 lbs LL s 12240 lbs LL 4590 lbs LL 4655 lbs DL 4655 lbs DL 1693 lbs DL Total Horizontal Length-25-06-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf-Area Load Left 00-00-00 25-06-00 40 PSF 15 PSF 13-00-00 100 Member Type: - Floor Beam 1 Unf.Lin.Load Left 00-00-00 25-06-00 G PLF 120 PLF n/a 100 Number of Spans - 3 2 Unf.Lin.Load Left 00-00-00 25.06.00 280 PLF 70 PLF n/a 100 Left Cantilever - No 3 Unf.Lin.Load Left 00-00-00 25-06-00 400 PLF 100 PLF n/a 115 Right Cantilever - No Controls Summary Slope 0/12 Control Type Value %Allowable Duration Loadcase Span Location Tributary 13-00-00 Moment 13712 ft-lbs 57.3% Repetitive n/a End Shear 4938 lbs 45.3% D 115% 6 1-Right Construction Type115% 4 1-Right Left Na Cont.Shear 7485 lbs 68J% ©115% 6 1 -Rig Total Deflection L/554(0.184") 43.3% 4 1 Live Load 40 PSF Live Deflection L/713(0.143") 50.4% 4 1 Dead Load 15 PSF Total Neg.Defl. -0.087" 17.4% 4 2 Part Load 0 PSF Span/Depth 10.7 1 Duration 100 Disclosure NOTES: The completeness and accuracy of Design meets Code minimum(L/240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria who would rely on the output as Minimum bearing length for BO is 1-12". evidence of suitability for a particular Minimum bearing length for B1 is 3-5/8". application. The output above is Minimum bearing length for B2 is 3.5/8". based upon building code-accepted Minimum bearing length for B3 is 1-12". designproperties and analysis Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing +12 intermediate bearing methods. Installation of BOIE engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call(800)232-0768 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARDTM,BC OSB RIM BOARDTM BOISE GLULAMTM, VERSA-LAM® ,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTM, VERSA-STUDS,ALLJOIST®and AJSTM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 Jul 06 03 10: 29a BILL CFIRD 603-555-1212 p. 6 ■ BOISE` BC CALC®2002 DESIGN REPORT- US Monday,July 07,200310:19 Single 5 1/4" x 9 1/2" VERSA-LAM®3080 DF File Job Name - DRISCOLL RES. Name BC CALC Project:FB05 Address 360 RAYMOND HILL RD. Description - City,State,Zip - UNCASVILLE,CT. Specifier - Customer - SANFORD&HAWLEY Desi - Com Code reports - ICBO 5663,NER 442 pany Misc - BEAM'F' Standard Load-40 PSF 1 15 PSF Tribute 12-00 ;x: _ -:.»..x�. •�0.''qac. s \::' - >a:,. • .x•., „a;,,,�.. .. :z+ • w1,� .s2:: `t�i.�, } ` ,4'... ,. ,-,tip:` 'az:i:,;••::.. .;;z;,,,,,...<:'..,...�tix,.. -..\\::, '' s- `^i � �r - .tea �"4C t' ' i., iY:V 1vti:,`ic .,r•,.:., ;ate'• �,-v .�':`.N0:w: A' 'aS�•`ate . , 1py�,:c:� �- ' ;.�.. v��,-- �; �.�ua�;.,;��x:,,.•x:,t� aa, rx^. ♦ .:ecaT:•.Q.,. >n�bcc".C :'�. ".`'_`c`2:_.'.c ::.»>,.`\-,�:.,;.:,, �. 'c:,:.v.:ax::..2�,.'� > -s.Y:;~., ,-N, 08-06-00 BO B1 '08-06-00 3 1836 lbs LL 4896 lbs LL B2 84896 lbs LL 3 656 lbs DL 1803 lbs DL 1803 lbs DL 66S6 lbs LL 56 lbs DL Total Horizontal Length-25-06-00 General Data Load Summary Version: US Imperial 1D Description Load Type ad Trib. Dur. S Standard Unf.Area Load Left 00-00-00 25-06-00 40 PSF 1f. Start End Live 155 PSF 12-00-00 100 Member Type: - Floor Beam Number of Spans - 3 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 5439 ft-lbs 26.1% End Shear 1959 lbs100% 6 2-Left SSlope 0/12 20.7% @ @ 100% 4 1 -Left Cont.Shear 2967 lbs 31.3% @ 100% 6 1-Right Tributary 12-00-00 Total Deflection L/1394(0.073") 17.2% Repetitive n/a Live Deflection U1784(0.057") 20.2% 4 1 Construction Type n/a Total Neg.Defl. -0.035" 7.0% 4 1 4 2 Span/Depth 10.7 Live Load 40 PSF 1 Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(L240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Disclosure Minimum bearing length for BO is 1-12". The completeness and accuracy of Minimum bearing length for B1 is 3". the input must be verified by anyone Minimum bearing length for B2 is 3". who would rely on the output as Minimum bearing length for B3 is 1-1/2". evidence of suitability for a particular Entered/Displayed Horizontal Span Length(s)=Clear Span+12 min.end bearing+12 intermediate bearing application. The output above is based upon building code-accepted design properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with the current Installation Guide and the applicable budding codes. To obtain an Installation Guide or if you have any Questions,please call(800)232-0788 before beginning product installation. BC CALC®,BC FRAMER®, BCI®, BC RIM BOARD"',BC OSB RIM BOARD*"" BOISE GLULAMN, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND1m, VERSA-STUD®,ALUOIST®and AJSTM are registered trademarks of Boise Cascade Corporation. Page 1 of 1 • ECOBASE Waterproofing Membrane Covers All The BASEment Needs When It Comes To Waterproofing *4‘,,,,, um gliiimin ,1/4„, i iii ,_,_.24_4, -z -W� ;lip i. Itit Engineered To Outperform All Other Waterproofing Membranes • An extremely flexible waterproofing membrane to handle movement and minor cracking. • A highly polymerized water-based emulsion to provide years of protection without breakdown. • Exceptional bonding even on damp substrate and green concrete. • Completely seamless thus preventing traditional seam failure of sheet goods. • Excellent durability to provide resistance to backfill damage. • For both vertical and horizontal surfaces. COVERAGES TYPICAL CURED PROPERTIES Initial Cure 10 minutes Walls-good water protection(40 mil) 30 sq.ft./gal. Final Cure 24-48 hours Walls-better water protection(55-60 mil) 22 sq.ft./gal. Tensile strength 20 psi Elongation(ASTM D 412-75) 1200% TYPICAL UNCURED PROPERTIES Resilience 90%(recovery) Specific Gravity(ASTM D 244) 1.000 Moisture Vapor Transmission 01 gm/sq.ft./hr Viscosity(ASTM D 1200) >25 centipoise Impermeability to Water(ASTM 96-72) Up to 36 psi PH 12.3 Bonding(ASTM C 836-76) pull off force 34.1 psi Flammability(ASTM D 3143) 500°F Resistance to Acids Color Brown to black Hydrochloric 130 • Non-Toxic No Solvents Acetic 80% Shelf Life 6 months Sulfuric 13% Temperature Effect Packaging Stable P48°F Available in bulk&275 gal.totes Flexible 13°F EPRO SERVICES 3 �N, i• °F Phone: 800-882-1896 P.O. Box 347 L_1_"O . At,;�,, 316-262-2513 if Derby, KS 67037 USA Waterproofing Systems $�,,.`��N ' Fax:316-262-2529 Rev.EB-10.19.99 e rem .rte UL r D► 1 Waterproofing Systems 4ti ECO MEMBRANE SERIES MATERIAL SAFETY DATA SHEET 1-00 EPRO Services, Inc. Phone: 1-800-882-1896 PO Box 347 Derby,KS 67037 1. PRODUCT IDENTIFICATION Trade Names: ECOLINE-S, ECOBASE, ECOBASE II, ECODAMP, ECOMUL II, ECOLINE- R, ECOLINE-T Chemical Name: Asphalt Emulsion Synonyms: N/A Hazardous Ingredients/OSHA: CHEMICAL FAMILIES: A. Bitumen/Asphalt B. Synthetic rubber C. Fatty acids D. Polymers Hazard: No evidence of serious health hazards exists. Carcinogenic ingredients/OSHA/NTP: Bitumen IARC: None 2. WARNING STATEMENTS Avoid prolonged or frequent skin contact, as the presence of emulsifying and de-emulsifying agents during application may Irritate the skin. 3. PHYSICAL AND CHEMICAL DATA Appearance: Brown to black Specific Gravity: (H2O= 1): 1.028(S) 1.034 (R) 1.13 (T) Solubility in Water: Insoluble Percent Volatiles: None Boiling Point: N/A Vapor Pressure(mm Hg): N/A Vapor Density(Air= 1): N/A Evaporation Rate: MA 4. FIRE PROTECTION Bitumen emulsions are water based products and as such will not bum. In cases of fire in the vicinity of drums, cool with water. 5. REACTIVITY DATA Contact with strong oxidizing agents may create geiing and water condensation. 6. HEALTH HAZARD DATA Exposure Limits: Avoid prolonged or frequent skin contact. 7. PHYSIOLOGICAL EFFECTS SUMMARY Acute: Skin imitation and rash Chronic: Dermatitis , B. PRECAUTIONS FOR SAFE HANDLING Avoid contact with eyes. Avoid Inhalation. Avoid prolonged or frequent skin contact. Avoid ingestion. 9. PROTECTION AND CONTROL MEASURES Protective Equipment: Use of clothing, gloves, and/or barrier cream is recommended for skin protection. Respiratory Protection: Inhalation should be avoided, but is not considered to be hazardous. Ventilation: Use local exhaust ventilation when applying in an enclosed area. 10. EMERGENCY AND FIRST AID PROCEDURES For ingestion: DO NOT induce vomiting. Keep at rest and get prompt medical attention. For eye contamination: Irrigate eyes with water. For skin contact: Wash affected areas of the body with proprietary hand cleaner, then wash with soap and water. Contact physician as needed for any of the above occurrences. 11. SPILL AND DISPOSAL PROCEDURES Contain spillages with sand or earth and remove by normal methods. Dispose of according to State and Local regulations. If the Bitumen enters a water course or sewer, advise respective water authority. The non-cured and cured material is non-toxic and non- flammable and can be disposed of in land fill sites. Other Precautions: For Additional Information Contact: Office of Environmental Affairs 1-800-882-1896 EPRO Services, Inc. PO Box 347 Derby, KS 67037 Information presented herein has been compiled from sources considered to be dependable and is accurate and reliable to the best of our knowledge and belief but is not guaranteed to be so. Nothing herein is to be construed as recommending any practice or any product in violation of any patent or in violation of law or regulation. It is the users responsibility to determine for himself the suitability of any material for a specific purpose and to adopt such safety precautions as may be necessary. We make no warranty as to the results to be obtained in using any material and, since conditions of use are not under our control, we must necessarily disclaim all liability with respect to the use of any material supplied by us. k er~gesit Family Room Ceiling Joist 0 `'mr: `�"""'° TJ- 11 7/8" TJ IV/Pro(TM)-130 16" o/c Bsam(Tht)6.C6 SerailSlumber:unbebar. e nwrt oPe 1 EeVersioo THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Oitet all Bleatettoiete 38" 1 411 b Z�" tat 1111' 4 10' b Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Sleeping Areas(psf);20.0 Live at 100%duration, 12.0 Dead SUPPORTS; Input Bearing Vertical Reactions(lbs) Detail Other Width Length Llve/Dead/Upllft/Total 1 Stud wall 5.50" 4.25" 290/172/0/462 A3:Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rlrn Board 2 Stud wan 5.50" 5.50" 708/426/0/1133 53 None 3 Stud watt 3.50" 2.25" -182/-21 /-183 t-163 A3:Rim Board 1 Ply 1 1/4"x 11 7/8"0.8E TJ-Strand Rim Boards -CAUTION:Required bearing tength(s)exceed the minimum shown in the TJ Bui(der'S guide for single family residential applications. Limits:End supports. 3 1/2".Intermediate supports,3 1/2" with web stiffeners and 5 1/4"without web stiffeners. -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):A3:Rim Board,B3 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -651 -622 1562 Passed(40%) Rt,end Span 1 under Floor loading Vertical Reaction(Ibs) 1133 1133 2785 Passed(41%) Bearing 2 under Floor loading Moment(Ft-Lbs) -2675 -2675 3697 Passed(72%) MID Span 2 under Floor loading Live Load Dell(in) 0.418 0.641 Passed(1./735) MID Span I under Floor ALTERNATE span loading Total Load Defl(in) 0.659 1.281 Passed(L/467) MID Span 1 under Floor ALTERNATE span loading TJPro 0 Any Passed Span 1 -Deflection Criteria:STANDARD(LL:L/480,TL:L1240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 23/32",3/4'Panels(24"Span Rating)GLUED&NAILED wood decking. -6racing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32".314"Panels(24"Span Rating)decking. The zrantrolliwspan is svpportes by wails. Additetnei considerations for this rating include:Coiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.56 il # ' r� PROJECT INFORtt ATtO4t: OPERATOR INFORMATION . Ken Dziadut Rob Bryce Driscoll Residence toff" This Joist v i., i'�t r• e 380 Rayond Hill Rd ,J' 363 W.Main St. .s q E+)�"vb,4� Uncasville,CT NorwiNorwich, .a ch,CT 06360 ***,.,4,,,.„------..,..4..e,"40 Phone:860-859-5051 "e%,-,:!',s,F, Fax :860-859-5053 "' robbr sanhaw.corn c.eyreet O 3003 by Trus Joist, a Weyerhaeuser Business TJie and TJ-Seam• ars reglstared trademarks oG Trus Joist. e-I Joiet',Pra'and TJ-Pro" are trademarks of True Joist. L'\yrogram Files\Traa JOi7t\TJ-beam\Job Fileu\Dziadui\ariaeil Family nvww Geiliny.umu a -d 2820 8178 098 ani /eatueyoaW a.utdwnld eLSa60 co 8I daS w Uerage Floor Joist " 75 nrf a`uarei' TJ• 14" TJICl3�/Pro(TM)-36Q © 16" o/c Haam(TM)6.06 Sohl Number: PM uPece 1 Engine OVerebn.:8.8.44 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Olidau Dbuenston:36' 0,1 23' 12' Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Residential-Stooping Areas(psf): 30.0 Live at 100%duration,12.0 Dead ,SUPPORTS; Input Bearing Vertical Reactions(lbs) Detail Other Width Length Live/Deadfuplift/Totai ' Stud wall 3.50• 2.25" 405/158 10/553 A3:Rim Board 1 Ply 1 114"x 14"0.8E TJ-Strand Rim Boards 2 Stud wall 3.50" 3.50" 981/392/0/1373 81:Blocking 1 Ply 14"TJIeYPro(TM)-350 3 Stud wall 3.50" 2.25" 225/25/-135/250 A3:Rim Board 1 Ply 1 1/4"x 14"0.8E TJ-Strand Rim Board® -See TJ SPECIFIER'S i BUILDERS GUIDE for detail(s):A3:Rim Board,B1:Blocking DESYGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -791 -752 1710 Passed(44%) Rt.end Span 1 under Floor loading Vertical Reaction(lbs) 1373 1373 2320 Passed(59%) Bearing 2 under Floor loading Moment(Ft-Lbs) -2972 -2972 6380 Passed(47%) Bearing 2 under Floor loading Live Load Deft(in) 0.280 0.595 Passed(1.1999+) MID Span I under Floor ALTERNATE span loading Tit Load Deli(in) 0.384 1.190 PassedL/743 Span 1 under Floor ALTERNATE span) MID loading TJPro 29 Any Passed Span 1 -Deflection Criteria:STANDARD(LL:J480,TL:L/240). -Allowable moment was increased for repetitive member usage. -Deflection analysis is based on composite action with single layer of 23132",3/4"Panels(24"Span Rating)GLUED&NAILED wood decking. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral tracing is required to achieve member stability. -The load conditions considered in this design analysis include alternate member pattern loading. TJ-Pro RATING SYSTEM -The TJ-Pro Rating System value provides additional floor performance information and is based on a GLUED&NAILED 23/32",3/4"Panels(24"Span Rating)deck . The Gontroitin9 span is supported by watts. Additional Considerations for this rating include!Ceiling-None. A structural analysis of the deck has not been performed by the program. Comparison Value: 1.9 PROJECT INFORMATION: w 4 OPERATOR INFORMATION: �*" r Ken D2isdu! /fit Rob Bryce , Driscoll Residence This Joist 360 Rayond Hill Rd ! �?� rsxt �o a,•' 303 W. Main St. Uncasvite.CT Norwich,CT 06360 trerr�t Phone:360-859-5051 Fax :860-859-5053 robb©sanhaw.com Copyright a 2003 by True Joist. a teyerl aver Business TSI- and TJ-Seam+are registered trademarks of Trus Joist. e-I Joist',Pro" and TJ-Pro" are trademarks of True Joist. C:\Program Filen\Tcus Joist\TJ-eeemtJob Giles\Deiadul\Drineoll eara,e Fleor.rms e •d 2620 81.8 098 011 I eo t ueyuaW a.,t i dwn I d e GSr60 60 Si deg -, •- _, - -. . .. ._.•ry ;iia products by this software will U t,'d_Cortlpirshed in accordance with IJ pruuu(,l utseeyrI VI i:cr ICI aria VV40 Grt+VCat4u 4ea1y1va161GO. r,ic a}+�.r rru r�uu,a ,,,r„ and nt.3ted dirt'?eneinnq have heen nrnvir a by the Rnftwnre'met This nirt ijt uw yr+ 5, . - - - R _NIA e'!!lt hP@n rP��iaiu�li by a Tt Aecnr-ice}n -Not all products are readily avaiiabie. Check With your:i-uppiier or TJ technical representative for product avaiiabiiity. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTI FU FION VOIDS THIS ANALYSIS. -Atriols Sarins v 'y ,T th -'og _.. i. d C.--Ye COCA z,7i n. the TJ Dicti,'h,.tion .- -' -WNerninrv•Soon excParta RpAiiimtinf Snenifier s r,rride Snarl.(L/480 table). Strength and stiffness requirements have been met. -Live iced or)portion of joist area is Very iow. Ooe ator Notes: Assumes no bearing from knee wails Ays crli WIUM0106 a arc a!"r►'� .;"'m...>t' aims t. !Pip fleammation sesta sta by a , :rot DnW m ,rFM.wi.i�moo* ----« a��vww IOW.NIMNIO Ire VW...,... .:.�.r.�." �t ,masualhilliker sod%MO! 1301 nal use this infer swim you amen to indaninik humans &talon,- aid Hanley 1,.. '' ;Trott .. rbyg • ��•,srt T: t yn1 4 rt L "� Y A✓ ^�V PROJECT INFORNi:.T.:.::. „71.7.,.T,.., Ken Dziadul Rob Bryce Driscoll Residence Trus Joist 360 Rayond Hill Rd 57�R�v� 303 W.Main St. p' + Uncasville,CT Norwich,CT 06360 'r Phone:830-85g-5051 Fax :880_859-5053 robbrsarrhaw.com Cepyri•_h_ a 2073 by Trus Joist, a ;reyerhaeseer AuninPkg Tv'I' and TJ-Beam°' are registered trademarks of Trus doisr. 4-1 Jeist',pro' and T.T-Dro are trademarks of Trus Joist. cr'\Program Fi1ea\Trus Joist\TJ-Seam\Job Piles\Dziadul\tr1ec1l Family Roam Ceiling.ema dt3'CO 8t78 098 01 I i eO I ueyverl„I e3.J t dwtl i d e8S :ti0 EO 8 T ddb 06/22/2003 18:12 8606683518 CT CULINARY INST PAGE 01 Permit Number MECcheck Compliance Report Checked By/Date 1995 MEC MECcheck Software Version 3.3 Release lb Data filename:C:\Documents and Settings\OwnernMy DowmentslDrawings\Driscoll Mec Check 2003.cck TITLE:Driscoll Residence CITY:Hartford STATE:Connecticut IIDD:6155 CONSTRUCTION TYPE:Single Family DATE:0622/03 DATE OF PLANS:May-June 2003 PROJECT FORMATION: New Residential Structure COMPLIANCE:Passes Maximum UA=631 Your Home=489 22.5%Better Than Code Gross Glazing Area or Cavity Cont. or Door Perimeter R-V _ ;...-Value U Factor VA Ceiling 1:Plat Ceiling or Scissor Truss 3200 30.1 19.0 67 Wall 1:Wood Frame, 16"o.c. 3232 19,0 : i 167 Window 1:Wood Frame,Double Pane with Low-E 301 0.340 102 Door 1:Solid 21 0.530 11 Door 2:Glass 126 0.340 43 Floor 1:All-Wood Joist/Truss,Over Unconditioned Space3000 30.0 0.0 99 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 1995 MEC requirements in.MECcheck Version 3.3 Release 1 b and to oomph with the ��+y n9 ' in the MEC ck Inspection Checklist Builder/Designer 7.D �''��L�' �2gr.�� Date /7(ix' ,eco3 06/22/2003 18:12 8606683518 CT CULINARY INST PAGE 02 MECcheck Inspection Checklist 1995 MEC MECcheek Software Version 3.3 Release lb DAM:0622/03 TITLE:Driscoll Residence Bldg. Dept. Use I ] 1. Ceiling 1:Hat Ceiling or Scissor Truss,R-30.0 cavity+R-19.0 continuous insulation Comments: Above-Grade Walls: [ ] 1. Wall I:Wood Frame, 16"o.c.,'R 19.0 cavity insulation Comments: Windows: [ 3 1. 'Window 1:Wood Frame,Double Pane with Low-E,U factor;0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: Doom: [ ] 1. Door 1:Solid,Ufactor:0.530 Comments: [ ] 2. Door 2:Glass,U-factor.0.340 #Panes Frame Type Thermal Break?[ ]Yes[ 3 No Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/ Truss,Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: [ ) Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed [ l Recessed lights must be Type IC rated and installed with no penetrations,or Type IC or non-IC rated installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials and 3"clearance from insulation. Vapor Retarder. [ ] 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. [ ] Manufacturer manuals for all installed beating and cooling equipment and service water heating equipment auist be provided. I J insulation R values and glazing U-factors must be clearly merited on the building plans or specifications. Duct Insolation: [ ] Ducts in unconditioned spaces must be insulated to R-5, Ducts outside the building must be insulated to It-6.5. 06/22/2003 18:12 8606683518 CT CULINARY INST PAGE 03 Duct Construttliou: [ l AU ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used kr fibrous ducts. Duct tape is not permitted. [ J The HVAC system must provide a means for balancing air and water systems. Temperature Controls: 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. aradating Hot Water Systems: [ J Insulate circulating hot water pipes to the levels in Table ISwim [ ) All heatedag swimming pools must have an odoff heater switch and require of the beating energy is from a cover unless over 20% ran-depktable sowroea. Pool pumps t+equire 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. 06/22/2003 18:12 8606683518 CT CULINARY INST PAGE 04 Table 1: Minimum hewlason Thickens for Circulating Brat Water Pipes. Insulation Thida Less in Inches by Pipe Sizes Heated Water Non-Cirenlating Rolexes Circulating Mains and Runonts Temperature (Fl Up to 1" (jp to 1.25" 1.5"p2.0', Over 2" 10.5 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: Minimax.J'nsaiaiwr Thickets for 17VAC Pipes. Fluid Temp. Insulation Thickness in.Inches by Pipe Sirs rim Sirstern TypesRange(F) 2"Runout. 1"and Less L25"to 2" 2.5"to 4" Heating Systems Low PressuteRemperat re 201-250 1.0 1.5 1.5 2.0 Low Temperatin'e 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD(Building Department Use Only) J el vic ;;I:':- -- \< T...c, 1 :f)-,-:<' --.D .>.. _i ._ I k E c3 I . Z1 r I- r n el Z 2 O Town of Montville Residential Plan Review Date: d,,r /R -�V J�� I., Job Address: _o (1 ._ _Am fv a. • ■ Job Description: / We have received a btrildin "�� AiriLiza. woo g permit application for the above referee -. property. In accordance with Connecticut General Statute 29-263, our application is beim rejected for the following reasons that are checked-off or , commented on: • Supporting Documentation Plans are to be drawn to scale including dimensions of rooms and Access I8"x24"(409.2) spaces and all framing information(112.1) Building permit ap lication not completed,signed,dated • Floor plan(s) ____ Lc.Permit fee o (11.,?T.ill) Plans required _Worker's comp.Affidavit or worker'comp.Insurance Dimensions Copy Contractor's registration or license Finish floor elevation Construction permit sign off sheet Minimum room sizes(304.1) h2j1 Provide all documentation to show compliance with the Model Door and window sizes '/> 02gv Energy Code (1995 MEC). Contact your insulation contractor, Kitchen layout f' Northeast Smart ving Center (1-800-228-7764 or Bathroom layouts,tub sizes in gallons,space clearances livingbuilding official for information. ) Your local Stair location(cerin.width 36")(311.1) Street address of project on all drawings and documents Attic access location and size XIdentify the use of each room Site plan Total square footage for each level of the structure • P1 reqd Indicate required light (8% of floor area per room)and ventilation Finish floor elevation (4%of floor area per room)for each habitable room or space(303.1.) Indicate safety glazing in areas required such as:doors,windows,tub Property lines not provided &shower enclosures,etc.(308.4.) Signed by P&Z,Wetlands,Uncas health,WPCA Distance from propertyIndicate bedroom egress windows(5.7 sf net clear opening,24"clear to structure opening height,20"clear opening width)(310.2.1.) Structure dimensions Driveway Egress window maximum sill height 44"(310.2) Are basement stairs enclosed/accessible? If so, protect with Topography(existing and proposed) minimum'/."sheetrock(310.3.) Foo drain inverts,outlet and separation Garage Designate which door is the required exit(36"minimum,hinged) Proposos ed utilities OC Minimum 5/8"Type X gypsum board separation(on garage side)to Wetlands and flood zone limits and elevations all living spaces—all combustible support framing to be covered with • Foundation Plan minimum 5/8"T e X Plans required y (309.2) YP gypsum board if it supports habitable rooms DimensionsA Indicate minimum 1 3/4"solid wood door,1 3/"solid core steel door,1 Wall thickness 3/" honeycomb core steel door, or 20 minute rated door from the Footing sizes garage to the house and its basement or attic(309.1) Frost protection required Indicate self-dosing devices on all doors from Window and door sizes and locations and its basement or attic(309.1) garage to the house _i Hatchway Indicate slope for garage floor(309.3.) Foundation—indicate the assumed soil conditions that the system has been designed for or provide engineering data. If presumptive soil • Elevations conditions cannot be met,provide soil bearing engineeringdata(401) Concrete strengthporches, Plans required —foundation,floors,exterior walks,slabs Type of siding (402 2) Type of roofing hes Basement—finished of unfinished? __X___Vapor barrier between sub-grade and concrete basement floor Finisher grades (505.2.3) Finish grades Minimum height of foundation walls above finished DimensionBuilding heights Perimeter insulation,if conditioned space e( 1.3) height of chimney above roof Anchor bolts—size and location(403.1.a) Roof pitches Floor thickness and control joint location403.1.a) • Building Section(s)&Details Lally column size,attachment and spacing(408) Column footings—size(403) Plans required Waterproofing details(406) Floor-to-floor heights Rebar if required—wall length,unbalanced fill,or soil conditions will Handrails and guardrails — detail, includingheight and determine if a this. Provide length, data for complex design.. opening,handrail cross-section,continuity anuir maximum deermine Pr base Riser height(8 r/s"max),tread depth(9"min.),and required returns/4"—1 Concrete piers and anchor details—decks 1/4") Foundation drainage—sump,drain toShow minimum headroom in s indicate pitch(405.1) grade,or town storm system; fairways—6'-8"measured from nosing plane to lowest point of ceiling Beam pockets—minimum clearances Stud size and spacing,species and (bawl Spaces Sheathingness, grade(or minimum Fb and E) Crawl space data_clearance to joists,slab thickness(if provided), —size,type, style type vapor barrio 409 Siding,material type,style—underlg per mfg. ( ) Insulation—R-value,type—including basement walls if Ventilation(409.1) Flashing detail—windows and doors— applicable type.material lsm°UJO Sup • /* 4a u.-)n2(1'sr I07 Ir" • a p•(4n .• r"Jr _ r,:a, r+ ; — , a;( + • 5-rt if (:SmawWO3 u092001 pue'oar`azis ra)eaq ralem sgnm 1321ei `sgnr Jarmo`sioodilrgm so;WI)sramloe;nuelq uoproor mein arfSawOu paIIIIEds-iaAO sisiolSIIlilap aogEooi lamas pauueds-rano S.12)0.1 J00)1 nogEooi dEil 8arpirrrg (iaanrgua puorssa;oid pasuaori rnopoanuop E,Cq papas pnE pau8is pairnbal(S)uEld aq lsnw slurmeip ssn.p)—sassnll;ooi Ip r0;E)Ep 8upaanrgna aprnord (s)usld 2ulgwnld • uoponlrsuoo guruaa rerpaq)Eo tit soma lo;gwwEJ;mot's suoprp000 pur/w dq pannbai uaagm nazis SDOpelnopa n!Eg/SS01 leaH u/wop-aq;ow alelnole3 •sljcM roualxa pue Jouaaur;o meld dol alp luawdrnba iO;EMT sainpE;nu p o)srsrof guyrao pus sassrul;ooi;o pingo mmol;o uogoannoo areorpul slnawannbai ire do-a3lei l gupuan pue alnmonlrs 8arrpo papaw;O Hem aprnord gurdrd pue nopeaol`azrs Anel seg-d-m sgngrao pallnenipa CEil;o slump gummy aprnord suorreaol meld guraonrpnoa ire put'UOAElpaaA'8arpaH - !PPP 2uEg10A0 JEay;o ad,ril, -op`ansa le luawiBpapun rsnegxa POOH aignop ;o aauErsrp pluozuoq ioualur /wogs — luatuiCepapun suor)Einapo grim ladoid award `Sununu `ad,C) — salgurgs — 2uu2AO3 ;nog azrs pue ad,Cm (leomeyaaw to rumen)noperpuan fsnegxa woon{lEg gwordS'mawaaeld'azrs—sag"shop lean 1 iCiu ssau pup`azrs`adA3—2urgpEags;oog palmba1(s)uEldd mggram (s)ui id lsaiusgaaj I • 1Eala WOW JO„OE gum arm duE 10;(wnwruuu..oE zZ)swans arlld E)Ep noperpnan man wnwwrw aprnord (91£)siolaalap awns Dopy pannbal/wogs )mos'alga`agpu—nogE[gnaA (4'£O£)1rErs;o wofloq rue dol grog is non/vitae vigil dEmnErs aigEogdde;r sum muawaseq gorpnpw—addl'anieA-J—uogsinslq uor)Earwniir.lrelS (a pus slmana luawdmbataauegddy qd wnwrupu,o)apsi2 rue 'Saraads `nsds `8uiaeds`galtd—swim; sam�r/ws pue�gBrI (a pus 9d wnwruw SIIOpEaoI fa Dap 1o) apeig pee saraads `uopaalrp `nsds 'Burosds — sIstof guriraj f)no ,C.pawoa8;0oi i0;neid gurwn>;;ooi aprnord SIIopeooi wino sgmlpa/s;oog nopeool moos lapini u8rsap to pnpold palaanrZna Imo,C= azrs umn grim(s)uop000i lausd 10 SOSSnJIooi`]aq I wn IaaorgIIO' paimbai(*mid 3 Pa stueaq tsars 1O;E)Ep Supaaurgug ( )S US Bala as • )IIersrsO1 Ceoap Id I I lI • i0 palsalr amssard act or aping of„gl ummp nal gurwei;paianalrfue3 speoi)prod He Jo uogsooi a)Eorpul- saosldan1 ppm lo;suoponpsur uorlsjersur pus E)Ep sampejnuByq •s)urod guueaq 10011 pue Hum paugrpun lie ro;E)sp atm aprnord nazis anti aopsool rar.ueq rodeo'oar`anisA-g—uOpsinsui,Oo1d aamos lie nousngwoo mua)xa moms nsds pue`airs'add)'lsuarew Ana j guars ant parnsmoaw lo;RAT moms (ZYZOS)Jam m suompuoo Burwsg gsnl lo;sio2usq)srof tut)pagsrng of gnruado aosidang woij aoaereap •op`sdap pus Slepot=w gwweg aigpsngwoo of Amosew;o=map arsarpul )e sraunuul pue sweat{ se mans `Surgwnid lo; 8ururcg;o siru)au saauldaa1d pus%Camulqo • (Z'£705)•oma`sgnmq)sq`suoppusd guruaq puelsd is s)srof algnou pauasdsJoAo swEaq/siaPEH pauneds-1OAo s)STo( sumpieng pne`suerpueq`nasus BaroEds ia8pai Poe gunnsi;gsnu mE siagueg lsrof aroma" rnbat„ wnwwna alma mo da eualEur'am—mord pus`oopoanp'azts`(a pus qd wnwprui)aper8 pue saroads—s)srol (Paz. Zti ) P tag Ipdap`I . rd )ggraq Pus'ppamBW`2"/!S—good nazis Jopsaq loop Poe mopnrb pazmbai;r erep o2rsap—wsag ssomp!1ir pue ad.Cf 2u ipsogs sgnwado paweid azrs rue ppm=gugaaa asnom O)gurgSeu Pus mawgoeps moms—lagpal ape18`satoads`azrs`sands msag gnrweg;o nopaarrQ (a Pus cid wsworlrfled gorleag nwrww `ro)area pue sapads'napalm upe&`weds`azis—sow parmbar Saeid paimbar meld salPiodUs313241 mid Supuv • aiiin2UO}4 JO'Imola Town of Montville Residential Plan Review Date: U US 2003 Job Address: Q, A v•()fa r L.L Job Description: We have received a building permit application for the above referenced r Statute 29-263, our a ligation is aeinppl re'ector for the refers repo property. In accordance with Connecticut • Supporting Documentation n s that are checked-off or co General commented on: Plans are to be drawn to scale including spaces and all framinginformation dimensions of rooms and Access 18"x24"(409.2) spaceBuilding ormation(112.1)pt fee permit application not completed,signed,dated • Floor plan(s) Worker's comp.Affidavit or worker'comp. Plans required —Copy Contractor's registration or license p Insurance Dimensions Construction permit sign-off sheet Finish floor elevation Provide all documentation to Minimum room sizes Energy Code (1995 MEC). show compliance with the Model Door and window sizes Northeast S Contact your insulation con Kitchen layout Smart living Center (1-800-228-7764tractor, building official for infoBathroom layouts,tub sizes in gallons,space clearances ize Street address of project on all drawings ) or your local Stair location drawings and documentsAttic access location andth er ')(311.1) • Site plan Identify the use of each room Total square footage for each level of the structure Plans required Indicate r Finish floor elevation squired light(8% of floor area per Signed by P&Z,We (4%of floor area per room)for each habitable room)and ventilation Hands,Uncas health,WPCA Indicate safety glazingin(308.4.) morn or space(303.1.) Property lines not provided &shower enclosures,etc.areas required such as: Distance from property doors,windows,tub P Party to structure Indicate bedroom Structure dimensions egress windows(5.7 sf net clear Driveway opening height,20"clear openingopening,24"clear Topography(existing and proposed) Eggs Window maximum sill height (310.2.1.) Footing Are basement stairs 44"(310.2) g drain inverts,outlet and separationAreimum m" enclosed/accessible? Proposed utilities sheetrock(310.3.) RSO, protect with Wetlands and floodDesignate which door is the zone limits and elevations Garage required exit(36"minimum,hinged) • Foundation Plan Type X gypsum board all living spaces—all combustible sir separation(on garage side)to Plans required minimum 5/8"Type X support framing Dimensions (g09 2) YP gypsum board if it supports covered with Wall thickness Indicate minimum 1'/."solid woodpl�Orts habitable rooms Footing sizes 'In honeycomb core steel d door, 1 34 solid core steel door,1 Frost protection required garage to the house door, or 20 minute rated door Window and door sizes and its basement or attic(309.1) from the and locations Indicate self-closing devices on all doors Hatchway and its basement or attic(309.1) frO°r garage to the house Foundation—indicate the assumed soil Indicate slopeore for garage floor(309.3.) conditionscannot for be provide engineering data. presumsptive sstem ol • Elevations Concrete strength—foundation,provide soil bearing engineering data(401) Plans required (402.2 floors,exterior porches, walks,slabs T Basement—finished of unfinished? Type of siding Vapor barrier Type of roofing between sub grade and concrete basements finishes (505.2.3) floor Finish grades Minimum height of foundation walls above finished Perimeter insulation,if conditioned space Building heights Anchor grade( '1'3) Dimension height of chi bolts—size and location(403.1.a) Roof pitches chimney above roof Floor thickness and control joint location(403.1.a) Lally column size,attachment and spacing Column footings—size(403) p g(408) • Building Section(s)&Details — Waterproofing details(406) Plans required Rebar if required—wall length, Floor-to-floor heights determine this. Provide enunbalanced fill,or soil conditions will Handrails and Fire r ifrehimney baSe �D IIs��for complex design.. opening, guardrails — detail, including Concrete piershandrail cross-section,continuity and height and maximum and anchor details—decks Riser height(8 r/>, required returns Foundation drainage— ,�„jmax),tread depth(9”min.),and nosing(405.1) sump,drain (3/4"—1 storm system; minimum headroom in stairways—6'-8„measuredfrom nosing Stud size and zeatin Crawl space data—clearance d spacing,species and grade(or minimum vapor barrier(409) °ce to joists,slab thickness (ifSiding,Sheathing—size,thickness,type Pb and E) Ventilation provided), Insulation type,style—°°derlayment per mfg. 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HEALTH DISTRICT 848-3030-882 I Approved 3 [, ._ Permit#: "lam l� ❑ Not Applicable S f c Sy em Date Approved ❑ Permit#: 0 Not Applicable Private Well Date WPCA DEPARTMENT 848-3030,Ext.881 Approved ❑ Permit#: 0 Not Applicable Municipal Sewer Date House Trap ❑ Outside 0 Inside Approved ❑ Permit# 0 Not Applicable Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 02._) - / 3 0 Perpmit#: Director ❑ Not Applicable Date PLANNING &ZONING DEPARTMENT 848-3030.Ext.81 In-Compliance 8 -N1-03 ® Permit#: 003-,915 ElNot Applicable Zoning Date pp In-Compliance / a 30 Permit#: wc_z i Inland-Wetlands Not Applicable ate 1 Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville, Cr 06382 (860)848-3030, Ext.382 Electrical Permit Permit Number: E2004-0004 Date: 06-Jan-04 Ma .lob Location: Map/Lot: 032/003-004 Owner ID � • � • 1— 2- -4157 Job Description: = • Electric Service Unit çsviiie ner: es E and Diane E Driscoll Contractor: Integrated Security Solutions utlertownRd Oakdale CT 06382 Telephone: (860) 701-0815 Ct. 06370 Lic/Reg Typo. El Tenant: e/N104684 Exp Date: 33ep_04 Self Telephone: —_____________ Construction Values Building Value: Permit Fees $0.00 Building Fee: Construction Information Plumbing Value: g $0.00 $0.00 Plumbing Fee: Use Group: R4 Mechanical Value: $0.00 $0.00- Mechanical Fee: - Code: 1995 CABO Electrical Value: $0.00 $0.00 - Construction Type; 56 Other Value: - Electrical Fee: $0.00 $0.00 Permit Code: R5 Total Value: Other Fee: $0.00 $0.00 Comments: CO Fee: $0.00 Included on Building Permit Plan Review Fee: $0.00 State Ed Fee: $0.00 Total Fees: ,- $0.00 ..1 , lig • h 1 - • . ., ❑Footing-Prior to pouring ' " ' �� .�� concrete ' . ❑ Rough HVAC ❑ Backfill-Footing drains and waterproofing � Fireplace Throat pouring 0 Concrete Slab-Prior to concrete ❑Chimney One flue above thimble 0 Rough Framing ❑ Rough Electrical 0 Firestopping/draftstopping Electrical Service CRS ❑ Insulation #: 0 Rough plumbing and leak test 0 ❑ Final Inspection ❑ Certificate of Occupany ❑Gas piping and test Building Official's Signature: / rTown of Montville • Building Department Tel. 848_3030,Ext 82 310 Norwich-Ntrw London Tpke. Permit# Uncasville,CT 06382 Fax. 848-7231 One& Two Family Trades Permit Application Form DP1snbing Cectnca! OMechanical .(eating .Air Conditioning ❑Other __Gas Piping Job Locatio i _ Job Description/Materials . --,Nis L c Owner J k v"- (�171.%S(._0(.!-- Mailing Address City State Zip Tel /W.)/ Contractor ----- Efacgsrc,m ''471"'1* Mailing Address ': lo, 1 v-low.J IQ 6 City____-CDA�,A Lt State CT Zip D63-70 Tel �(�� Contractor's License/Registration Type&Number , ay _a_611/___2(A/ ��c r �� v� Exp.Date_?__j St.) / c" y I hereby certify that the proposed work will conform to the Basic Building State of Connecticut and the Town of Montville and further attest that the proposed w Code and alls other authorizeds bysthe adoptedwnby fee and that I am authorized to make application for a permit for such work as described abov s e. owner in fee Dwner/Agent Signa - —/ / 4111110" ! Dated d `{ • Construction Value tuilding Fee lumbing $ $ Techanical $ $ $ lectrical $ ther $ $ ertificate of Occupancy $ $ $ an Review Fee ate Education $ )tal $ $ $ 4 SIA I. 01 i Do,i R/Er.‘i ot,(01,A t Et R pRott(Ho\ CONN C11( I ELECTRIC ( , ' TE?CONTRACTOR I Dq r A out: SQN 388 8 ERTU ROOD ' KIETUf370 LiI �' TYPE El II UC.✓gEG NO, 'I 104684 FFECTly ; ! 801/2003 EXPIRES I i 09/30/2004 j 1 SIGNED !f I