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Home My WebLink About2009 - 26x36 Garage • rn . c o 4+-i N cC N O cOn N 'C3 O .5 " &) o O W4 ct) 0, acl U �. C7 -0-. c) �, O Ou a> p" 4�-. a) al) gi O N O -4-:' 1-) ce O 01 o 4.r U O O v) MIIIS ch ti) ocl el 1 .0 >, kin •IN u o o o O ti • cn bq'tf O O, < 0 �' CIO — V -t3 cn O O �' a "Cf '� N . O= o Q ti W O 0 0 E 1 O •- 0 0 Z p O + 4 N C� 0) cu "0 chi c� a) 'b un UQH i r o , 0 O mo,�. 'fir 4 Town of Montville 000 Building Department CERTIFICATE OF OCCUPANCY APPROVAL I'1 Pr“ 4 Pc e_ Property Address (-jai a Ce.-- Job Descriptio - Required for all permits ® - At least one required for all permits ❑ -Required as indicated below Required Department Permit Issuance Approval Approval Planning &Zoning C� L^," � IC;) Signature/date Comments: S c,,r�c1 ?i t kG� J r\ r. Health Department i l.� i Required for properties with septic systems—Not required for Pluming,Elec� anicai,Ro ,Siding,Windows&Doors 9 Signature/date Comments: ® WPCA, Administrative Required for properties on sewer Signature/date Comments: ❑ Fire Marshal Required for all properties EXCEPT one and two family Signature/date Comments: ❑ Department of Public Works Required when project includes driveway work or certain drainage requirements Signature/date Comments: 0 Copy of State Dept. of Transportation Certificate Required for Structures over 100,000 sq ft, or with more than 200 parking spaces-Official copy of STC Certificate of Operation required—per CGS 14-311 Signature/date Building Department Final Inspection Signature/date jviseiNovemfer5,2008 Field Inspection Notice Town of Montville Building Department Address: 175 Pruett Place Job Description: Electric service Permit Number(s) E2009-0128 Permit Date: June 30,2009 Not Approved Approval INSPECTION Date: Deficiencies Special Date Conditions Panel in detached • • 7/2/09 DJ garage • Electric in detached garage • 7/2/09 DJ • • • Final inspection for 7/2/09 DJ certificate of approval • Rev.Date: 1/18/06 Page 1 of 1 Field Inspection Notice Town of Montville Building Department July 6, 2009 Address: 175 Pruett Place Job Description: 275 Gal. Oil Tank—30 AMP Electric circuit to detached garage Permit Number(s): M2007-0088, E2007-0157 Permit Date: June 29,2007 Not Approved Approval INSPECTION Date: Deficiencies Special Date Conditions Oil tank installation 6/18/09 DJ Fuel line -- 6/18/09 DJ Sub-panel in • • detached garage • 6/18/09 DJ 6/18/09 DJ • All garage receptacles are required to be GFCI • Electric protected. 7/2/09 DJ Final inspection for . • -- • 7/2/09 DJ certificate approval • Before a certificate of occupancy can be issued, a C/O signoff sheet must be completed and returned to the Building Department. Signoff sheet are available in the Building Department. Rev.Date: 1/18/06 Page 1 of 1 Town of Montville Building Department 310 Norwich-New London Tpke. Uncasville, CT 06382 Tel. 860-848-3030, Ext. 382 Fax. 860-848-7231 12/26/07 John and Judy Knowles 175 Pruett Place Oakdale Ct 06370 Dear John and Judy During a resent review of our files it was established that permit#B 2004 -0110 dated March 29 2004 for construction of a garage has not been closed out because all the required inspections have not taken place. Also this is a status request on permit#B2007—0641 to sheetrock two rooms and install heat and permit# M2007—0088 to install a 275 gallon oil tank and permit#E2007—0157 for an electric service in the garage. Please contact our office between 8:00AM and 4:30 PM to schedule an inspection if these are complete. Please be informed that the use of this garage without the required inspection and issuance of a Certificate of occupancy would constitute a violation under the Connecticut Building Code. Respectfully yours Charles Corell Building Inspector cc: File TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 ELECTRICAL PERMIT Permit Number: E2007-0157 Date: 29-Jun-07 Map/Lot: 111/019-000 Owner ID: 5727000 Project Location: 175 PRUETT PLACE Unit: Job Description: Electrical Service in Detached Garage Owner Name: John J and Judy L Knowles Tenant Name: N/A • Careof: 175 Pruett PI Oakdale CT 06370- Telephone: (860)625-8773 Contractor Name: Property Owner Telephone: DBA: Lic/Reg Type: Lic/Reg No: 0 Exp Date: Construckitvalue Permit Fees Construction Information Building Value: $1,000.00 Building Fee: $8.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 2005 State Building Code Mechanical Value: $0.00 Mechanical Fee: $0.00 Electrical Value: $0.00 Electrical Fee: $0.00 Construction Type: IRC Total Value: $1,000.00 Penalty Fee: $0.00 Permit Code: R5 C of 0 Fee: $0.00 Comments: Plan Review Fee: $0.00 State Ed Fee: $0.16 Total Fee Paid: $0.00 It shall be the owners repsonsibility to schedule the following inspections a minimum of 2 business days in advance: Field set of approved construction documents shall be available onsite during all inspections. BUILDING PERMIT INSPECTIONS PLUMBING, MECHANICAL,ELECTRICAL PERMIT INSPECTIONS ❑ Footing - Prior to pouring concrete Lj R Plumbing and leak test ❑ Deck Piers ❑ R Electrical ❑ Backfill - Footing drains and waterproofing ❑ Elec Trench-with conduit installed ❑ Concrete Slab-Prior to pouring concrete ❑ Pool Bonding ❑ Anchor Bolts-with sill plate and prior to floor framing 0 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 icate .f A.. oval •rtifi : - a Occupancy Building Official's Approval Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 RESIDENTIAL PERMIT APPLICATION FORM Permit No.: Type of Work Occupancy Type Permit Type ❑New Construction 0 Single Family 0 Building ❑Addition 0 Two-Family 0 Plumbin ❑Alteration 0 Townhouseg 0 Mechanical 0 Accessory Structure Electrical CRS#: Job Address: J �� I tt'lf l 019/ 4 c'T ou ,6 (Number) (Street) (Unit) Job Description: 67-eCli-‘rj �P,--r1iC Owner: Arl f 11 Address: ! ) f e7/4.et.diec City: C31 '� State: K7 / S c") > Zip Code: v� Telephone: (f Contractor: �e DBA: Address: City: State: Zip Code: Telephone: License Type: License No.: Expiration Date: I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. 13/ 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.Redential Code. Owner/Agent Signature:- Date: 6 7c) Construction Value Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: �OIJ vd Electrical Fee: C/ Total Value: r� Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: ? wed DDecemSer31,2005 Address: REM OTT =NITTOTAL Building Plumbing Mechanical Electrical BUILDING AREA New Construction SF $ 114.17 $ - $ - Basement,Finished SF $ 20.87 $ - $ Basement,Unfinished SF $ 11.28 $ - $ - - Crawl Sapce SF $ 8.46 $ - Interior Renovations SF $ 31.90 $ - $ - $ - MANUFACTURED HOMES Ground Anchors SF $ 5.86 $ - $ - $ - Basement SF $ 11.28 $ - $ - $ - Crawl Space ;! SF $ 8.46 $ - $ - $ - AMENITIES Kitchen ', EA $ - $ - $ - Full Bathroom EA $ - $ - Half-Bathroom ;. EA $ - $ - GARAGE Attached I'' SF S 49.41 S - $ - Detached c,,,F $ 6321 $ - $ - Under is SF S 9.12 S - $ - Carport SF S 18.08 S - MECHANICAL Warm-Air Y : YM $ - Hol Water N t'. YIN Electric N .•i YM $ - _ Air Conditioning N?.' YiN S $ - ELECTRICAL SERVICE Upgrade Amps $ Overhead,new Amps $ Underground,new Amps $ Subpanel EA $ 545.00 $ _ Gen Set EA $ 3,500.00 $- SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 5,907.00 $ - Masonry w/lfreplace EA 5 6,451.50 $ - Masonry w/2 fireplaces - EA $ 10,087.00 $ - - Wood Stove,free standing EA $ 2,447.50 $ - Wood stove insert EA $ 1,690.70 $ - DECKS,PORCHES,SUNROOMS Deck SF $ 39.16 $ - Porch SF 8 135.80 $ - Sunroom SF $ 160.82 $ - $ - POOLS&HOT TUBS Hot Tub " EA $ 7,287.50 $ - $ - Inground Pool EA $ 19,430.40 $ - $ - Above Ground Round EA $ 4,635.88 $ - $ - Above Ground Oval EA $ 5,472.50 $ - $ - Pool Heater EA $ 8,167,50 $ - Infiatable Type Pool EA $ 1,542.42 $ - SHEDS w/o electrical - SF $ 18.50 $ - wielectrical SF $ 18.50 $ - - S RENOVATIONS Roofing,Overlay SF $ 3.38 $ - Roofing,Strip&reroof SF $ 3.76 $ - Roof Sheathing SF $ 1.19 $ - Siding SF $ 2.30 $ - Windows EA $ 423.50 $ - Skylights EA $ 955.54 $ - Doors,Exterior EA $ 401.50 $ - iiii- Oil Tank,275 Gallon EA $ - Oil Tank,550 Gallon EA $ - MISCELLANEOUS CALCULATIONS :$ t:000:00:: TOTALS $ - $ - S - $ 1,000.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ - $ Plumbing Y $ - $ _ Mechanical Y $ _ $ Electrical Y $ 1,000.00 $ 8.00 Working before Permit Issuance N $ - Certificate of Occupancy Fee $ Plan Review Fee $ State Education Fee $ 0.16 TOTALS $ 1,000.00 $ 8.16 Figures are based on the 2006 RS Means Residential Cost Data `' y�t " State of Connecticut Workers' Compensation Commission DIRECTIONS erzr4 „,t�.1t DIRECTIONS for FILING FORMS 7A, 7B and 7C lx tazfirfli; Building Permit Requirements for Workers' Compensation Section 31-286b of the Workers'Compensation Act requires anyone who requests a building permit to first submit"proof of workers' compensation coverage for all of the employees who are engaged to perform services on the site of the construction project for which the permit was issued." The only exceptions to this law are the sole proprietor or property owner who will not be acting as general contractor or principal employer. What to give to the Building Official to obtain a Building Permit: 1. The General Contractor or Principal Employer must provide a written certificate of workers' compensation insurance for all of the employees on their project.This certificate may not be for liability, disability or any other type of insurance. 2. The Sole Proprietor or Property Owner who will not act as a general contractor or principal employer is not required to have workers'compensation coverage. In order to obtain the building permit,a FORM 7A should be completed and given to the building official. 3. The Sole Proprietor or Property Owner who will act as a general contractor or a principal employer must provide a written certificate of workers'compensation insurance for all of the employees on their project and must file a FORM 7B with the building official—OR he will sign a sworn notarized affidavit on FORM 7B, stating that he will require proof of workers'compensation insurance for all those employed on the job site. • 4. The General Contractor or Principal Employer who has properly excluded himself from coverage using the appropriate WCC form(see NOTE below)must file the FORM 7C with the building official.This form certifies that they have properly excluded themselves, and attests that they will require proof of workers' compensation insurance from every employee that works on the designated job site. NOTE: The general contractor or principal employer may exclude himself from workers'compensation coverage by filing one of the following forms with the appropriate Workers'Compensation Commission district office: Form 6B for employees who are Officers of a Corporation or Managers/Members of an LLC Form 6B-1 for employees who are Members of a Partnership : State of Connecticut Workers' Compensation Commission ;T; 7A Please TYPE or PRINT IN INK C4 Proof of Workers' Compensation Coverage wheni for a BuildingPermitg Applying for the Sole Proprietor or PropertyOwner who WILL NOT act as General Contractor or Principal Employer Applicant for Building Permit Name of Applicant for Building Permit d � )614.- - -S Property located at / r-de ' to the City/Town of 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: v tam the OWNER of the above-named property.I WILL NOT act as the general contractor or principal employer. Signature of OWNER A .licant ❑ 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 Federal Employer ID#(FEIN) Signature of SOLE PROPRIETOR Applicant 4 Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CONSTRUCTION PERMIT APPROVAL ? .S -u-e T71 Property Address ,• Oma, Job Description The applicant is responsible for obtaining all of the required approvals checked off on this form. No building permit will be issued until all of the required signatures have been obtained. Required Approval Department Permit Issuance Approval • Tax Collector6 `ack i-x a iti ti date Comments: n WPCA, Administrative Si-ri af ur e/date Comments: ❑ WPCA, Operations Q=Yt.. rei date Comments: [ Planning &Zoning Signature/date Comments: ❑ Health Department Signature! Comments: n Department of Public Works Signature/date Comments: ❑ State Dept. of Transportation (Structures over 100,000 sq.ft.or with more than 200 parking spaces-Official copy of STC Certificate of Operation required—per CGS 14-311) / Signature/date Comments: Fire Mar ir- / f r Commentss `� Signature/date : _ l viseiAugust 5,2005 Town of Montville Building Department Field Inspection Notice Address: 175 Pruett Place Job Description: Garage Permit Numbers:B2004-0110 Footing Not Approved: Approved: -i 30 04 .i S Comments: 1. Framing Not Approved: Approved: Comments: 1. Top chord of 4 trusses are cut because of skylights,need engineering data for cut trusses,see revised truss data received 6/23/04 2. Truss data is not stamped by a CT engineer,received 6/23/04 Certificate of Not Approved: Approved: 8/12/09 DJ Approval Comments: 1. Comments: Page 1 of 1 Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville,CT 06382 (860)848-3030, Ext.382 Building Permit Permit Number: B2004-0110 Date: 29-Mar-04 Map/Lot: 111/019-000 Owner ID 121532 Job Location: 175 PRUETT PLACE Unit Job Description: Garage Owner: Contractor: John J and Judy L Knowles John Knowles 175 Pruett Place 175 Pruett PI Oakdale Ct. 06370- Oakdale CT 06370 Telephone: (860)437-8147 Lic/Reg Type/No. 0 Exp Date: Tenant: Self Telephone: Construction Values Permit Fees Construction Information Building Value: $17,000.00 Building Fee: $100.00 Use Group: R4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1995 CABO Mechanical Value: $0.00 Mechanical Fee: $0.00 Construction Type: 5B Electrical Value: $0.00 Electrical Fee: $0.00 Permit Code: R7 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $17,000.00 CO Fee: $10.00 Plan Review Fee: $10.00 State Ed Fee: $2.72 Total Fees: $122.72 It is the owners responsibility to schedule the following inspections(minimum 48 hours notice required): El Footing-Prior to pouring concrete ❑ Rough HVAC ❑ Backfill-Footing drains and waterproofing ❑ Fireplace Throat 0 Concrete Slab-Prior to pouring concrete ❑ Chimney-One flue above thimble O Rough Framing ❑ Firestopping/draftstopping ❑ Rough Electrical ❑ Insulation ❑ Electrical Service CRS#: 0 ❑ Final Inspection ❑ Rough plumbing and leak test 0 Certificate of Occupany ❑ Gas piping and test Building Official's Signature: ,. Town of Montville Building Department Permit# 310 Norwich-New London Tpke. Tel. 848-3030,Ext 382 Uncasville, CT 06382 Fax. 848-7231 One &Two Family Building Permit Application Form New Construction ❑Addition Ej Alteration El Accessory Structure O Other (r(A.rct C_-C Job Location 1 7 .S ( r V.e e I Qilk)oi-/ ' Job Description/Materials (1546 4' f L jepd (041S-/rUCirc)in Owner N.)01(‘v1. .E.JOcl 1 ` Cno',,11-,j Mailing Address 1 7 S 1 ✓-c' f f e/ City V/qk%/ State ( / zip 063 6 Tel 4'6o' 5 .12 ?/r Contractor r6g5 a C51; ,cA'1 S Mailing Address ,/- e j City Statel-: Zip U6 J3 // Te /- Contractor's License/Registration Type&Number 0?20 - Exp.Date / (---- fC 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 _ - - '''�-2 Date $ // /D (/ Construction Value Fee Building $ / 200& $ /o a Plumbing $ / $ Mechanical $ $ Electrical $ $ Other $ $ Certificate of Occupancy $ /a Plan Review Fee $ ,0�, State Education $ Z.7 7.— Total $ / 7( U.0 (See*verse side for additional requirements) Town of Montville Building Department Receipt Date i /c /Jr No. 03634 From: 44 GMK/ / ,p-'lt 1 . Job Address: 411, lL __:"..64r, ` , Amount $ ,•,j. _-oc Cash Check Check # I' / / Circle one) Received b ✓', ,I, .". / �i �' .•• .�' //' Permit #6654)..1_776/4?? Town of Montville • Plan Review Form Date: MA/2c/-t Z7,Zo 01-1 Street Address: J 7 5 PR.Ue--7T P Lif<U� Job Description: '7g' '-C H 1 -c, We have received a building permit application for the above referenced property. In accordance with Connecticut General Statute 29-263,your application is being rejected for the following reason(s)that are checked-off or commented on: • Supporting Documentation Plans are to be drawn to scale including dimensions of rooms and spaces and all framing information Building permit application not completed,signed,dated x Permit fee S )Z2.'7 g. Worker's comp.Affidavit or worker'comp.Insurance Copy Contractor's registration or license Construction permit sign-off sheet Street address of project on all drawings and documents Comments:I Lam'/-16 f J!-p-17-/r k, V AT/a 1a i Q u 1 R e-r7 'Fo,z 20 o I' �2S/Sf l3S Z �'ir�r Sir of F'i ,i.rl A� . /SOY • • . ,,, i `; 4/.pug c ` cial STATE OF CONNECTICUT WORKERS' COMPENSATION COMMISSION Building Permit Affid2rit for�._ • i, CriV,tJW??• r9 nr, r_.lE 'Ic1�.f� e4.1- S (Conn Gen. Stat. § 31-23 b) Property located at: .m 1 ?-5 f? c2 / t In the town of � Cid!� ( I �6 2 • Name of building permit applicant: v Please check 1. I axethe owner of the above property. 2. _e_ __ 'am the sole proprietor of a business. - 2A. Nam of business: - 2B. Federal Employer Identification Number(FEIN)_— �._.e. Pursuant to § 31-.286b, "a property owner or sole proprietor [who] intends to act as a general contractor or principal employer" may provide either a certificate of workers' compensation insurance or a "sworn affidavit...statinr that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please check one: 1. I do not intend to act as a general contractor or principal employer. [Sign and stop here] Signature of applicant - 2. i interna to act as a general contractor or principal employer. Applicant must either provide a certiicaje of workers' compensation insurance or sign the affidavit below. Affidavit _.. I hereby swear and r:ttfst that I will require proof of workers' compensation insurance for every contractor, subcontractor, or other worker before he/she eni,a,;ea ;:1 work on the above property in accordance with ine Workers' Comp;;loatiorn Act (Chapter 568). I understand that pursuant to § 31-275 C.C.C., officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office; and that a sole proprietor of a business is not required to have coverage ur.le s he f';cs hi, ti , nT:fit to accept coverage. . . Signature of applic.nt -- / Azikcri'ed a, ^--*I ;ore t} :• / 11V ill r �' = ' abbe/Commissioner of the Superior Court) AN 0 R- = -OCHU NOT• BLIC MY COMMISSIO . —ES MAY.31,2004 r Town of Montville Building Department 848-3030,Ext 382 ONE&TWO FAMILY CONSTRUCTION PERMIT SIGN-OFF SHEET X7;5- ? rut-e+I v ) ci c - Property Address Job Description: 2 t' X 3 6 ) S C g r a `e The owner/agent shall be responsible for the completion of the form, no certificate of occupancy will be issued until all signatures below have been obtained. HEALDISTRICTct.,--d 848-3030-339 Approved Not Permit Ce4,,„) '3 /7'U ❑ Permit#: ❑ Required Septic System Date Approved i of Permit ❑ Permit#: It; Required Private Well Date WPCA DEPARTMENT 848-3030,Ext 376 Approved ,Not Permit 0 Permit#: e4fr Required Municipal Sewer Date House Trap 0 Outside Inside Approved / ot Permit ❑ Permit# Required Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 Approved Not Permit ❑ Permit#: ❑ Required Director Date *PLANNIN &ZONING DEPARTMENT 848-3030.Ext.379 Approved Not Permit 1. 3//o 0 Y ❑ Permit#: c;904-0(j6 ❑ Required Zoning Date Approved Not Permit • ❑ Permit#: ❑ Required Inland-Wetlands Date JUN-15-2004 10:11 [100DSTRUCTUFES 2072852035 P.03/04 -RightFax 6/14/2004 12 : 10 PAGE 2/3 RightFax Truss Truss Type [Ply W 9108086 8285 SCISSORS 2 668603 A Wood Structures inc,Biddeford ME 04006 m Reference(optional) 2DWGS-2 UNITS-GS 1 7-37 5 200 e Jan 16 2004 MiTdc lnd;J as Inc Fri lin 1' '1 29 21 2004 pegs 14-0-0 29 1-0-0 7 37 I 6-8-9 1 $89 I 2&00 51 7-3-7 1-00 Scale=1:55.9 tBca_ LOAD ADDED TO TWO 828S TRUSSES FROM ONE CUT AND HEADERED 828S TRUSS.SEE 10686031B 5 3x8-i ia! 3,6 �� 4 8 3x5 i a OC 12 `�� 3 7 /HEADER(BY OTHERS) n is P I I I II I I I I I I I I I II I'll— 11 Il_ ,r�� et NAIL HEADER TO VERTICAL t 3 -b 12 WITH TWO 10d NAILS. /10 v t 2 15x4 I 15x4 8 9 ^ /'jk y 4.00 12 at12x8"VERTICAL BLOCK TO SUPPORT HEADER d 4x8 S AN A�(2)tOd NAILVVITH S N WEB NALS IN BOTTOM CHORD ' F---- 7-3-7 I 14-00 , 20-5-9 7-3-7 8.8.0 8-8-9 } 28 I 7-3-7 Plate Offsets(X,17: (2:0-1-2,Edge(,f&0-1-2,Ed.gel r LING(pE9 SPACING 1-4-0 i CSI DEFL in (loc) I/dell Lid PLATES GRIP TkYL 42-0 • Plates Increase 1.15 , TC 0.85 Vert(LL) -0.35 10-11 >953 360 11.1I20 169'123 TOOL 7.0 Lumber Increase 1.16 1 BC 0.89 Vert(TL) -0.61 10-11 >657 240 BOLL 0.0 • Rep Stress Ina NO i WE 0.93 Horz(TL) 0.48 8 rile n/a BCDL 10.0 Code BOCA/AN595 I (Matrix) Weight:99 lb LUMBER TOP CHORD 2 X 4 SPF 2100F 1.8E "Except' BRACING 46 2 X 4 SPF 185CF 1.5E,5.6 2 X 4 SPF 165E1. TOT CHORD Sheathed a 2-9-5 y outline. (p) BOT CHORD 2 X 4 SPF 1660E 1.6E BOT CHORD Rigid ceiling dredtapplied or 5-10-7 ac bracing. WEBS 2 X 4 SPF 1860E 1.6E 'Except' 3-12 2 X 4 SPF-B mud,5.11 2 X 4 SPF-S Na2,7-10 2X 4 SPF-S Stud REACTIONS (lb/size) 2=1297/0.3.8,8=1582/0-3-8 Max Hort 2=-379(load case 4) Max Up182=-097(load caste 6),8=744(bad case 7) Max Gray 2=1297(load case 1).8=1828(load case 3) i FORCES (Ib)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0'41,2-3=343+11460,3-4=-2528/9410,4-5-2404'968.5-6=-2404/1015,6-7=2528'996,7-13=4155/1632, 8-13-4300/1631,8 0141 BOT CHORD 2-12=-1352/2891,11-12=-1345/2883,10.11=-1324/3814,8-10=-1329/3622 WEBS 312=0/116 3-11=-920031,6.11=356(2237,7-11=1738/1034,7-10=-234/707 NOTES 1)Wind:ASCE 7-98;120mph;h=358;TCDL=4.2psf;BC L=S.Opsi;Category II;Exp C;enclosed;1.91VFRS gable and zone;carlilever lett and right exposed;Lumber DCX=1.33 plate grip DOL=1.33. 2)Design load is based on 42.0 pal specified roof snore load. 3)`This truss has been designed fa a live load of 20.Opsf co the bottom shad in ad areas where a rectangle 3-6-0 tall by 1-0-0 wide will fel between the bodart chord end any other members. ````,t1l,titll,,tll/rry/.'i 4 Bearing at'drifts)2,8 confiders parallel to gran value using ANSI/TPI 1-1995 angle to grain tamule. Building designer should verify ��`��O CiOr\n.. ,• ,:o . capacity 17/bearing surface. ` ` ....O c �C�' 5)Provide mechanical connection(by others)of truss to bearing plate capable d withcendng 697 lb uplift at joint 2 and 744 lb uplift at join �� o: `� 6)Spacial hen8. `4"1-v.40,4"." 6 gar(a)a other connection de ice(a)shell be provided sufficient to support concentrated loed(s)589b dawn and 25.91b up at — - /� 25-9-0 an lop chord,end 589.0b dawn and 258.81b up at 20-8-9 on bottcrn chord. The design/seieclon d such specie/connection -'.. S-' r =�"= device(•)is the responsibility d others. •: . 7)In the LOAD CASE(S)section,loads applied to the faced the truss we noted ea tont(F)a beck(B). O•• No.18452 J1-Q`` LOAD CASE(8) Standad % s, N •'4..S'QNALE ,, Continued June 11,2004 JUN-15-2004 10: 10 LOODSTRUCTURES 20728E2835 P.02/04 RightFax 6/14/2004 12 : 16 PAGE 1/1 RightFax Job Truss Puss Type IW8106084 I i� ply SCISSORSSCISSORS1 , I 828S 166880318 Wacd Structures,Inc.Biddeford,ME 04005 oro Reference mtimet 5200eJan 182001 HiTck,1duitrie6 lnc Fri Jun 11 11 31 21 200d P898 r4.9737 14-0-0 1-0-0 737 I 8-8-9 I - 218-9 _ } _ 259-0 I 28-0-0 4 8$9 S-0-72-3-0 1-00 Scase=1:559 1318 REMOVE SECTION FROM THE TOP CHORD OF ONE 8288 TRUSS 5 AND HEADER TO T•HE TWO AD4ACENT 828S TRUSSES.SEE 16666031A ia/ 3x8�i bra4 I 5 c' 3x5 atm tz �,'� 3 7 rr' IPIIIIIIIIIIIIPP.- 13 Al i �'r` ...,......z.:. 9 es 11 14 �12 •• +++�� n 2 15hc4Ij • �1C t 15x4 I I tt 4x8 4.00 12 HEADER AND HANGER a (BY OTHERS) 4x8 I 7-3-7 14-0-0 7-3-7 1 i 23-8-91 28-0-0 I Plate Mote(XV):j2:0-1-4,Edge],110:0-1-4,E dgej 839 839 7-3-7 LOADING (Pd) SPACING 1-4.0 1 CSI 1 DEPL TCLL 42.0 Pieter Increase 1.15 TC 048In 2 14 l/99 360L/d PLATES 1GRIP 8W1 TCOL 7.0 Lumber Increase 1.15Vert(TL) 0.14 2-18 172 M120 189-123 BG..L 0.0 • 1 Rep Stress Ina- YES BC 0.51 HOA(T1,) -0.13 8 >1/a 240 BCOL 10.0 Code BOCAiANSI95 1 N1B 0� Haz(TL) 0.11 10 n/a n/e (119atriX) Weight:96 ti LUMBAR _. TOP CHORD 2 X 4 SPF 2100E 1.8E 'Except'. BRACING — 4-S 2 X I SPF 1850E 1.5E,5-6 2 X 4 SPF 1850E 1,5E TOP CHORD Sh eathed a 4-9-6 0o purlins. (PI BOT CHORD 2 X 4 SPF 1450E 1.5E 80T CHCRiD Rigid ceiling tiredly applied x 6-0-0 ac bracing. WEBS 2 X 4 SPF 1450E 1.5E 'Except" 3.142X4SPF-SStud,5-132X4SPF•SNo.2.7-122X4SPF-sStud REACTIONS (Ib/aze) 9=6W0-1-8,2=877/0-3-8,10=191Y0.3-8,12=9813/Mechanical Max Mors 2=340(l0ed case 5) Max Up699H8(load case 7),2=-42C(load case 6),10..-153(load case 7),12.T30(load case 6) Max Grav9-81(load case 3),2•945(load case 2),10*226(Ioad case 3),12.988(Ioad case 1) FC RC ES (Ib)-Maomum Compression/Rxximum Tension TOP CHORD 1-2-0/41,2-3n-21701947,3-4.1077/424 45...858r443,9-10--56'38;10-110/41,5-0,`944/482,6-7 -1083/489,7-80/80 BOTCHORD 2-14--984/1779,13-14=-977/17W,12-13=18-143,10-12=14/144 WEBS 3-140(122,3-13=-870'675,5.13=-2541646,7-1 -310/795,7-12=-883/372 NOTES 1)Wind:ASCE 7-98;120mph;h=366;TC OL=4.2pel;BCOL=5.0paf;Category II;Exp C.enclosed;MWFRS gable and zone;cantilever lett end right exposed;Lumber DC 1=1.33 pate grip DOL=1.33. 2)Design load is based rn 42.0 pat specified rod snow load. 3)Unbalanced snow loads here been considered for this design, 4'This truss hes been designed for a live load of 20.0psf on the bdtan chord in all fleas where a redangie 3-6-0 tell by 1-0-0 wide will 111 between 1he bottom Chad and any other members. 6)Bearing eljdnt(s)2,10 ocnaders assailer to grain value using ANSI/TPI 1-1996 angle to gran formula. Buildingdesigner should ver' y capeatydbearingsrrfaca g htttultrtt uq� PraNde mechanical connection(by others)of truss to bearing pate at joinl(s)9. `\��.0"OF CON/Ve''',, 7)Prairie mechanical connection(by chars)d trues to bearing plata capable of withstanding 48 lb uplift at joint 9,420 lb upii6 et joint 2,153 . h� :'y`�' •................... Ib uplift at joint 10 and 3301b uplift at joint 12 8)rile 17 :0 ,ice. LOAD CASES) Standard = 1452 syr= .r -0 No.18452 :Q ''' •••(cENs. .\��tv;. F �''',.,sS/ONAt irrit III tc%•�`�� June 11,2004 JUN-15-2004 10: 12 U:IL ODSTRUCCTLIRES 2072862835 P.04/04 . RightFax 6/14/2004 12 : 10 PAGE 3/3 RightFax IJth Tniss TrussT)oe jay 'Ply 'WS06084 8266 SCISSORS !2 1 18686031 A ' Wood 8tvchrre4,nc,8iddtfac(ME 04006 jot)Ro(era1cw(cpeme) 5200eJan 182004MiTeclnduatiea Inc. Fri Jun 11 11 2821 2004 Paw 2 LORD CASE(S) Standard 1)Snow:Lumbar Increase-1.15,Plata Inaease.1.15 Uniform Loads(pif) Ver 1-6=66,5.9=fi6,2-11=-13,&11=-13 Cmcenlrated Loads(Ib) Vert:10 {00(F)13=-6O(F) TOTAL P.04 RightFAX 6/3/2004 11 : 52 PAGE 2/2 RightFAX I Job I Truss Truss Type Co ply 42A snow 120 mph wind i WSI_STK 8265 S268 SCISSORS 14838400 h0 1 Wood Structures,Bidde ord,ME 04005 Joh Reference(option Al 5.100 e Mar 25 003 Mi ek Industries, Inc. Tue Jun 10 10:03:03 2003 Page 1 r1-0-016-8-1t 1-0-0 63-11 I 13-0-0 63-6 I 19-3-6 66 -0-0 6-8-111-0.0 1-0-0 = Scale=1:53.9 8.00 rff 5 3x4 3x4 4 6 3x5 i 011/1111.' •4 3x5 3 7 ia. �, PIIIIIIIIIIIIIIIIIIIIIIP'- 77 5x8:"'IIIIIIIIIIIIIIIIIIIIII N 12 10 a A 2 115 II �1 I! 115x4 I 8 3x10 i 4.00 12 r....— 8 �� 9 Io ti 68-11 .._.' 3x10 I I 13-0.0 I 19-3-6 26-0-0 6-8-11 6-3-5 Plate Offsets(X,Y): [2:0-1-4,0-0-11,[6:0-2-0,0-0-4[, [8:0-1-4,0-0-11,[10:0-1-7,0-1-0) 6.3-5 6-8-11 LOADING Ipsf) SPACING 2-0-0 CSI DEFL TCLL 42.0 Plates Increase 1.15 TC 0.86in floc) >842 L/0 PLATES GRIP TCDL 7.0 Lumber Increase 1.15Vert(LL) -0.37 11 8380 181120 169/123 BCLL 0.0 " Rep Stress Ina YES WH BC 0.84 Vert(TL) -0.53 10-11 >5 /a 180 /a BCDL 10.0 Code BOCA/ANS1950.75 Horz(TL) 0.49 8 n/a n/a (Matrix) Weight: 92 lb LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 2-5-1 oc purlins. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD Rigid ceiling directly applied or 5-4-4 oc bracing. [PI WEBS 2 X 4 SPF 1650E 1.5E "Except• 3-12 2 X 4 SPF-S Stud,5-11 2 X 4 SPF-S No.2 7-10 2 X 4 SPF-S Stud REACTIONS (lb/size) 2=1629/0-3-8,8=1629/0-3-8 Max Harz 2=-529(load case 4) Max Uplift2=-74411oad case 61,8=-744(load case 7) FORCES (Ib)-First Load Case Only TOP CHORD 1-2=51, 2-3=-4138,3-4=-2871,4-5=-2699,5-6=-2699,6-7=-2871, 7-8=-4138,8-9=51 BOT CHORD 2-12=3462, 11-12=3452, 10-11=3452,8-10=3462 WEBS 3-12=159,3-11=-1012,5-11=2384,7-11=-1012, 7-10=159 NOTES 1)Wind:ASCE 7-98; 120mph;h=35ft;TCDL=4.2psf;BCDL=5.0psf; Category II;Exp C;enclosed;MWFRS gable end zone; cantilever left and right exposed;Lumber DOL=1.33 plate grip DOL=1.33. 2) Design load is based of 42.0 psf specified roof snow load. 3) Unbalanced snow loads have been considered for this design. 4) •This truss has been designed for a live load of 20.0psf on the bottom chord in all areas with a clearance greater than 3-6-0 between the bottom chord and any other members. 5)Bearing at jant(s)2,8 considers parallel to grain value using ANSI/TPI 1-1995 angle to grain formula. Building designer should verify capacity of bearing surface. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 744 lb uplift at joint 2 and 744 lb uplift at jant 8. LOAD CASE'S) Standard t4`��tli 11H1tfft/7o DESIGN LOADING: � �� t �,`'/ TCLL/TOTAL(PSE) (Y 42/59 @ 24"oc. p� % i 53/74 @ 19.2"oc. .`� T �'..";>5;• C•'y fN :'.' //� /z{. 63/79 � r. . Sf.“ _� fgrf4i 9, : y 'or" 3t- 'i., :: -q • No.131 G2 . s",-�0�• " lno,--'-�"''s,, '' iii }; Jfftffftf17t1t11Y:<<�`,`June 13, 2003 d Waning-VWEy dar gn pwanataa and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 1811.7473 BEFORE USE Design veld for use only with M Tek connectors This desgn is based only upon parameters shown,and is for an individual buitli . -1.-- Design ; Fi Installed and loaded vertically Apl irei ity d design paranenters and proper incorporation d component a ri died nerd la t designer Bracing shown is lar lateral support d idividual web members only. Adddianal( comp �®may ll building construction on rner-not truss responsibility d l e eredar Additional permanent braung d the overall lrudure a the temporary husibility al he e building ursine esigner Far nervi g da s the ,k, regarding fabrication,quality mrdrd,storage,delivery,eredion and bracing,consult OST-85 Quality Standard -89 Bracing Specificationr guidance r9 and H 19-91 •ji i..� . frs:-ten S/"•_ 1/2" 218-yr TOTAL HIGHT 1/2"PLYWOOD SHEATING ' WITH A T PICTHROOF ZX8"TRUSSES 9r 217-518" awe 2X4 TOP PLATES 1-1I2" 120.5/8" 1-1/2" 119-1/8" GARAGE 104-5/8" 117.3/8" 2X4X104 5/8 STUDS 1.112"13" 1-1/2" 11-1/2" 2X4 SOLE PLATES 10 10" 2X6" PT. SILL PLATE _ GRADE 32" �" 8" X 42"FOUNDATION WALLS 10" X 24" CONCRETE FOOTING Zi10" 10" " Town of Montville Plans Approved for Construction Approval shall not be construed as a permit for, or approval of, any violation of the provisions of the Connecticut Building Code • - e Copy File Copy Gt TO 39dd SNOIlti11ON3d 147Isd00 tT0t7-969-098 L5:60 9092/oZi63 Num � r (loerarA /vterSt/L1fillhi k/n. D/1 �. ,L /d 1/i /41 /2 26' 1 1 { { {II 1 { { : 1 !! I ( I iii fti: (MIRAGE re II FOUNDATION I I 1162.21AD tr.Q lll{ Ili 1J.i (4J1 RT,; T1,.. 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