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MFH, Deck and Shed 2008 I o` N1 N` c cin Q ( Oi J C I Z O Z} LAI 03 O L n o U cu 1 •, 0 R r C + ( n ce a 2 4D-) 00 C ' 1 uE E11,' 1E' O U a + -- C C Li) U n :CI o (13 o NN N LL C C C) CC (d Q ti) E a) L_ = = •O to cy:7- 4O O O W Z Z a) E E c a) a s Q > J W U O i aNi H d +�_• ria i ~; �{ Ct V (0 ( fVl a) o Z d Q Ill W o \N*1, Z E c c W a)' }; ai Z Q c a) �'' E o L 1 ' �♦ V 42 icy Ce o til LL c a) 0 0; = ro co l Q H H Hi i3' U i u ~ 00 DC O �p;m 1 O'm N �i I tati i e i ED .� fCCCI{CI �i Cs ,[ 10 •V L Qi �i i o ro u4 0, ' �mi a) C I 113I O; I m1 • W "o C M. a o' V w CO I U B OCA CO —al NI CC cn3 (-j C) c d 2i/i C:3O ({A LI), if; '-C' X O i }' .0 4+ a) o? C vl o c Z_` 'p C N` ++ a) Do ID Jra U Q - Q o a to EE C y a) .ate ' fo a) c L!1 0L - ,_ CU CU ul O Q II— U N CL nom. = U cn 0 Field Inspection Notice Town of Montville Building Department February 15, 2.00 8_ Address: 19 Rainbow Drive Job Description: Manufactured Home Permit Number(s): B2007-0051 —P2007-0052,E2007-0138,M2007-0104 Permit Date: 2/13/07 Not Approved Approval INSPECTION Date: Deficiencies Special Date Conditions Electrical Service 6/15/04 CC Deck Piers 7/20/07 CC Furnace Installation • • Gas line test 12 8/15/07 CC lbs. Final Inspection for • certificate of 2/15/08 CC occupancy Rev.Date: 1/18/06 Page 1 of 1 Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax. 860-848-7231 CERTIFIC TE OF OCCUPANCY APPROVAL /9 gt 16 rLY e Property Address gepl-ce )4Ui. 16 /4,, Job Description No Certificate of Occupancy will be issued until all of the required signatures have been obtained. Required Department Certificate of Occupancy Approval Approval ® WPCA -1-21— r _ g/i3j' Required for all occupancies on sewer Si gi iaturei haat, Comments: U Planning &Zoning / OL,,,,a, ,' Required for all occupancies ,�/ `' ?.ft` '' _- Comments: 'J 4_4./22.o 7 0C) g ® Health Department Required for all occupancies with septic systems Siignatur ej date Comments: ❑ Department of Public Works Required when project includes driveway work or certain drainage requirements "i qureI ria[e Comments: ❑ State Dept. of Transportation Required when STC Certificate of Operation is applicable ir7t1113r dot. Comments: ❑ Police Department Required for all occupancies-except one&two family Signa;::, ate • Comments: ❑ Fire Marshal Required for all occupancies-except one&two family vijna[ure/daie Comments: Revised August 5,2W5 TOWN OF MONTVILLE Building Department 310 NORWICH-NEW LONDON TURNPIKE UNCASVILLE, CT 06382-2599 TEL. (860) 848-3030 X382 FAX. (860) 848-7231 BUILDING PERMIT Permit Number: B2007-0051 Date: 16-Feb-07 Map/Lot: 016/029-T19 Owner ID: 5755000 Project Location: 19 RAINBOW DRIVE Unit: Job Description: Replace Manufactured Home Owner Name: Jensen's Inc. Tenant Name: N/A Careof:Careof: P. 0. Box 608 Southington CT 06489- Telephone: Contractor Name: P&H Construction Telephone: (860)848-2372 w � DBA: Lic/Reg Type: NHC Lic/Reg No: 113 P.0. Box 164 Exp Date: 30-Sep-07 Uncasville, Ct * 06382- GomtrO-ctkm_Yalve Permit Fees Construction Information n Building Value: $t5,240.00 Building Fee: $128.00 Use Group: IRC_ Value: $2,109.00 Plumbing Fee: $24.00 Code: 2005 State Building Code Mechanical Value: $0.00 Mechanical Fee: $0.00 Electrical Value: $4,200.00 Electrical Fee: $40.00 _ Construction Type: IRC Total Value: $21,549.00 Penalty Fee: $0.00 Permit Code: R6 C of 0 Fee: $10.00 Comments: Plan Review Fee: $19.20 State Ed Fee: $3.45 Total Fee Paid: $224.65 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 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 U Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking_Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ❑ Certificate of Approval erti of• cu., cy Building Official's Approval: w-- 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.: ,45,E Type of Work Occupancy Type Permit Type ❑New Construction ®Single Family l Building 0 Addition 0 Two-Family ©Plumbing 0 Alteration El Townhouse ®Mechanical grL,..1 ❑Accessory Structure 2 Electrical CRS#: Job Address: ga.:n b�,�, Or*y (Number) (Street) n AL'")'C'e'4.41Jelti (Unit) Job Description: V+a,�J: d /of' �n !'t�ol�cc A /4641e AM/n Co�nShoi1\ A /45. 't Dec x ,�D /4irM1. /oxl s/ir.cI Owner: ,Jetiv.se4A) 2,/LG_ Address: 0.0. (gjQe 60g City: 5c ) 1tt koL State: C Zip Code: 06 yo / Telephone: O(fid — 793 -0.R & I Contractor: U+-i4 DBA: 9.°' �� n / Address: 9.v• �JO, loj l7 City: DAC..tJV'll L State: (. Zip Code: �,3k al_ p gif8. 3� �,1 Tele hone: License Type:/+�'�► License No.: /13 Expiration Date: 0./10 'ff 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 workasdescribed above. Lr tsy 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 chap rs 33 thr gh 42 of the Residential Code. Owner/Agent Signature: Date: / / D A. Construction Value Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: C of O Fee: Plan Review Fee: State Ed Fee: Total Fee: 1cvised Deczm6er31,2005 Address: 19 Rainbow Drive ITEM QTY S/UNIT TOTAL 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 990 SF $ 5.86 $ 5.801 40 $ 2,108.70 $ 1.316.70 Basement SF $ 11.28 $ - $ - $ _ Crawl Space SF $ 8.46 $ - $ - $ AMENITIES Kitchen EA $ - $ _ $ Full Bathroom EA $ _ $ - Half-Bathroom EA $ _ $ - GARAGE Attached SF $ 49.41 $ - $ - Detached SF $ 63.21 $ - $ - Under SF $ 9.12 $ _ $ - Carport SF $ 18.08 $ - MECHANICAL Warm-Air Y YIN $ - Hot Water Y Y/N $ - Electric N Y/N $ - Air Conditioning N Y/N $ - ELECTRICAL SERVICE Upgrade Amps $ - Overhead,new Amps $ - Underground,new 100 Amps $ 2,882.94 Subpanel EA $ 545.00 $ _ Gen Set EA $ 3,500.00 $ - SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 5,907.00 $ - Masonry w/lrireplace EA $ 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 240 SF $ 27.45 $ 6,588.00 Porch SF $ 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 $ - Inflatable Type Pool EA $ 1,542.42 $ - SHEDS w/o electrical 100 SF $ 18.50 $ 1,849.90 w/electrical SF $ 18 50 $ - $ - RENOVATIONS Roofing,Overlay SF $ 3.38 $ - Rooring,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 $ - Oil Tank,275 Gallon EA $ - Oil Tank,550 Gallon EA $ MISCELLANEOUS CALCULATIONS $ 1,000.00I TOTALS $ 15,239.30 $ 2,108.70 $ - $ 4,199.64 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 15,240.00 $ 128.00 Plumbing Y $ 2,109.00 $ 24.00 Mechanical Y $ - $ - Electrical Y $ 4,200.00 $ 40.00 Working before Permit Issuance N $ - Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 19.20 State Education Fee $ 3.45 TOTALS $ 21,549.00 $ 224.65 Figures are based on the 2006 RS Means Residential Cost Data �� State of Connecticut N 714, - 7B - 7C 1;14rk f Workers' Compensation Commission =• "= DIRECTIONS : %nom DIRECTIONS for FILING FORMS 7A, 7B and 7C Ix S�5{1Nt Qzrazzoi 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 _Th General Contractor or Principal Employer who has properly exc u e Imself 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 Town of Montville Building Department File Receipt Date: 09-Feb-07 Receipt No: 2058 Received From: Jensen's Inc. Job Address: 19 Rainbow Dr. Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $224.65 Check: $3.45 Check No: 0 Short/Over: $0.00 Construction Value: $21,549.00 �D�elmolition Value: $0.00 Received By David M Jensen /'`" (. �� � Field Inspection Notice Town of Montville Building Department �� August 15, 2007 Address: 19 Rainbow Drivec9:5 Job Description: Manufactured Home Permit Number(s): B2007-0051 —P2007-0052,E2007-0138, M2007-0104 Permit Date: 2/13/07 Not Approved Approval INSPECTION Date: Deficiencies Special Date Conditions Electrical Service 6/15/04 CC Deck Piers • • 7120/07 CC Furnace Installation • Gas line test 12 8/15/07 CC • lbs. Rev.Date: 1/18/06 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 MECHANICAL PERMIT Permit Number: M2007-0104 Date: 02-Aug-07 Map/Lot: 016/029-T19 Owner ID: 5755000 Project Location: 19 RAINBOW DRIVE Unit: Job Description: Heat/AC&Gas Piping Owner Name: Jensen's Inc. - Tenant Name: N/A Careof: P.0.Box 608 Southington CT 06489- Telephone: (860)793-0281 Contractor Name: Ronaold A. Buchetto Sr. Telephone: (860)669-4277 DBA: Quality Propane Inc. Lic/Reg Type: S3 Lic/Reg No: 308979 359 East Main Street Exp Date: 31-Aug-07 Clinton CT 06413- __. Construct o__r1 V__alue Permit Fees Construction Information Building Value: $0.00 Building Fee: _ $0.00 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: $0.00 Penalty Fee: $0.00 Permit Code: R5 C of 0 Fee: $0.00 Comments: Plan Review Fee: $0.00 Fees Included with Building Permit State Ed Fee: $0.00 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 ❑ 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 ❑ Electrical Service CRS No: 0 ❑ Framing W R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble 111 Gas Piping and leak test ❑ Fireblocking_Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation El Certificate of Approval ❑ . 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.: ena . rest-010-1 Type of Work Occupancy Type Permit Type ❑ New Construction El Single Family ❑Building ❑Addition ❑Two-Family ❑Plumbing -Yr, r, e, ❑Accessory Structure ❑Electrical CRS#: Job Address: c f2Aot dotA) IA- (Number) (Street) /4/4 (Unit) • Job Description: th.sj-A4t(K1-7`t�! p1 Pel-tick ,Q ke,r�r -4nG2e,, 102 SP-a lC`e ° S PI' ''f • Owner: Till A 1 !NC Address: POD , I£oc 6 0&- City: S0 0111.0115 rao State: e7 • Zip Code: . Telephone: "74'3 - 6)41 • Contractor: ROvlp3C.1) A , gctitk Snt OvI4L-,r/ 1(6P4i tr- /0? C DBA: • fir- J� Address: 3N.- - f LT - .egg? • City: C, I/e rat? State: 6°7 • Zip Code: a(D I/. Telephone:4a 06 f Yo?77 License Type: 53 License No.: YL 6 P 7f Expiration Date:. 3./ —•.2007 <atom 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. El By checking this box, I will follow the :quirements of the 2005 NEC as the alternative compliance per section E3301.2.1 of the Residential Code, instead of the electrical requireme, ch-.r rs 33 t' ough 42 of the Residential Code. Owner/Agent Signature: I Agfa .r 6./i-lop Date: >-1 ` Go 7 • Construction Value . . . . Permit Fees . . • Building Value: . . auilding Fee: Plumbing Value: . . -Plumbing Fee: Mechanical,Value: 95C(') Mechanical Fee: i Electrical Value: • . . \\Electrical Fee: , a . • Total Value: Penalty Fee: 1 ,) A e C of O:Fee: v. {1 6, - Plan Review Fee: if, `✓✓ State Ed Fee: Total Fee: • 14visedi cDecem6er31,2005 ' ._ • . . . . , • Town of Montville Building Department .), 0 Non,vich-New Lonoon Tpke. -CONSTRUCTION PERMIT APPROVAL / ' 141-047/1/ ,If a '-'---)0 ,4, L'.i-1,----; triaor Oi 1gici7e. hryjr4or ,- ‘7P.F / ',40,05- Job Descripti . 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 Department Permit Issuance Approval Approval )II( Tax Collector 146-n i• , T , - -4- - Comments- 111 WPCA, Administrative -6. --' Il i 07 • • Signature/ date Comments: • WPCA, Operations . Signature/date Comments: III •Planning &Zoning • Comments: • • . . • Eil Health Department - Signature/ date Comments: I I Department of Public Works ,..1 .0 ..,. Comments: . . El • State Dept. of Transportation • • . , . . • . - • Signature/date • . , Comments: 0 Fre Marshal 6 I . .• i . . . 0 Signet e/ date . Comments: • . . • . • . . 4vire1ftugust 5,2005 • • • '4rf fa;:., •�fif;:?§.�:r'',.'7S':r;��n<,'�•:•v"+;s,S;,; �; rr. •�+l'•}�'.t' �Lq'''F-•;i�:,7.v.f� 1 ''V''''- '.'..41:-.,41::•:.-4'1...1,4::.,'• � - - - :^ti"e. }� rr: i Y : . ;ate +k:�• .{{ t•ns �ti'4 'Nf�..'r'. :L . a ••l: •rtir i _ , STATE OF CONNECTICUT + DEPARTMENT, OF CONSUMER PROTECTION m+ Beit known that jt " RONALDD BCHE TTO'SR: U 6 HILL TOP 7.,, EW 'II, i CLINTQN 06413 I,/�� • • > / :.has been certified byff:to. knen _ • s mei Protection as a `}: LIMITED SH�'l 'f `C ,' RACTOR 1„.... . ,. . - ). - . -.-tii,..1/1. :7;1;*.1:1':::::::;.:.::::::'. 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(860) 848-7231 PLUMBING PERMIT Permit Number: P2007-0052 Date: - 06-Jun-07 Map/Lot: 016/029-T19 Owner ID: 5755000 Project Location: 19 RAINBOW DRIVE Unit: Job Description: plumbing for new manufactured home Owner Name: Jensen's Inc. Tenant Name: N/A Careof: P.0. Box 608 Southington CT 06489- Telephone: Contractor Name: Efficient Plumbing Telephone: (860)572-0571 DBA: Lic/Reg Type: P1 Lic/Reg No: 204880 P.0. Box 68 Exp Date: 31-Oct-07 Montville Ct 06353- _.-construction Value Permit Fees Construction Information Building Value: $0.00 Building Fee: $0.00 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: $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 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 ❑ 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 ❑ 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 LI Certificate of Approval %- icate •. .- an� Building Official's Approval: 111 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.:42rffQ7-Ckji:e Type of Work Occupancy Type Permit Type o New Construction Single Family 0 Building ❑Addition 0 Two-Family —❑Plumbing ❑Alteration ❑Townhouse ❑Mechanical 0 Accessory Structure 0 Electrical CRS#: Job Address: 19 �,*,►j3o.,� 7 r V^' R (Number) (Street) (Unit) Job Description: Owner: Sti,5Err ,"g Address: Li( R T7 '17-3.`"e 1Rv . )1 (COF City: SOV H i+� J . State: C.,T Zip Code: 0(py g �( Telephone: "7 3`I Contractor: Z.---72.1--/c, DBA: Address: P-0 O , 6Y City: 1". 1 j1/ I LA_C. State: c� Telephone: S7 D ^V / Zip Code: 0�u�5� / License Type: 7 t License No.: 1_0`1 cc%() Expiration Date: O`'3k,(ri I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. ❑ By checking this box, I will foil equirements of the 2005 NEC as the alternative compliance per section E3301.2.1 of the Residential Code, instead of the electrical req 'ements n chapters 33 through 42 of the Residential Code. Owner/Agent Signature: �--- � Date: ,5 U---\ Construction Value Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: Revised q)ecem6er31,2005 ��D-7rr State of Connecticut �-- � • `'1 � Workers' Compensation Commission :�•� -} n•) p DIRECTIONS t774: oM4� DIRECTIONS for FILING FORMS 7A, 7B and 7C lx yJs 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. T GeneratContractor 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 t STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION PLUMBING&PIPING UNLIMITED CONTRACTOR Pi CRISFRFUS Po apix,p2. MONTVILLEXT 06353 LIC./REG NO EFFECTIVE EXPIRES 2048 11/01/.26 wt 10/31/2007 ANsr\fur�._�:...._........,, SIGNED . 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 /9 4-:&bow" OtvC Property Address ,rjlet._c; a 144,1e /i7i4Jwec/' /Tim e ,e.42'( 0‘,..1/4_ -1()c & i41,,vp, 4-1,4l%tiC Job Description 4,4 lol;(o (Sited J 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 Department Approval Permit Issuance Approval II Tax Collector E---) Oa,� k\ k, o`� :'6Sb ed' (ag r M'� �icnatuure,date Comments: ❑ WPCA, Administrative // t1 I p-"l ©K th o Comments: / ❑ WPCA, Operations Signatures date Comments: ❑ Planning &Zoning 6x-lev, , G, • /( ? la 1 ' Comments: ao 2- U d - ❑ Health Department . Comments: El 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) SicinattJ re/ date Comments: ,4119/40, r I Fire Marshal /T it `- (fTl t> Comments: . c.-- lniCl l�l(L_ is �Si 1 o d 9tprisedflugust 5,2005 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: E2007-0138 Date: 22-Jun-07 Map/Lot: 016/029-T19 Owner ID: 5755000 Project Location: 19 RAINBOW DRIVE Unit: Job Description: Install electric service for mobile home Owner Name: Jensen's Inc. Tenant Name: N/A Careof: P.0. Box 608 Southington CT 06489- Telephone: Contractor Name: Morton Electric Telephone: (203)245-3644 DBA: Uc/Reg Type: El Uc/Reg No: 101835 P.O. Box 771----- Exp Date: 30-Sep-07 Killingworth Ct 06419- CQnstruction Valpg Permit Fees Construction Information Building Value: $0.00 Building Fee: $0.00 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: $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 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 ❑ 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: 942512 ❑ Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking_Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ❑ Certificate of Approval ■ - - i cu.. cy Building Official's Approval / jor ...� ..:.rte 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.:L„Z2al�j��� ape- 1:21y ork Occupancy Tvpe ay New Construction Permig Tvpe ❑Single Family Addition ❑Two-Family ❑PPlumbin ❑Alteration ❑Townhouse 0 maing ❑Mechanical ❑Accessory Structure tie Electrical CRS#: Z. 5_____±Z Job Address: I IF E.4.1,• 6 O w (Number) (Street) Job Description: (Unit) y : a Se 4-ince t.> „ 0 M e Owner: —3-,eV.5ruf ,tvc • Address: / • 0. La'? City. VV /Z 1A, !011 State: C-r Zip Code: Ej Telephone: Contractor: —3-06 D N DBA: /00 - Tv E4-e. A/ c Address: 0, . / I_ City: ' !! �✓ � �J0 rte, State: C% Zip Code: Co Telephone? Y7License Type: D/ �3,� p/�J/ O YP 4 / License No.: Expiration Date: / 7 I hereby certify that the proposed work will conform to the State Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. ❑ By checking this box, I will follow the requirements of the 2005 NEC as the alternative compliance per section E3301.2.1 of the Residential Code, instead of the electrical requirements in chapters 33 through 42 of the Residential Code. Owner/Agent Signature: �4'JQ- ._. Date: 6 k I Z- --. 6 Construction Value Building Value: Permit Fees Plumbing Value: Building Fee: Mechanical Value: Plumbing Fee: Electrical Value: Mechanical Fee: Total Value: Electrical Fee: Penalty Fee: C of 0 Fee: Plan Review Fee: State Ed Fee: Total Fee: Ravisea December 31,2005 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 t/Z.givi .bow Property Address :r A Luq s1 c e OA/ /lc> /7 e 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 Collector /,3i 0 7 Signature/date': Comments: ❑ WPCA, Administrative Signature/da t Comments: ❑ WPCA, Operations Signature/date Comments: ❑ Planning &Zoning Signature/date Comments: ❑ Health Department Signature/date Comments: ❑ 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) Comments: Signature/date / 111 Fire Marshal 11,211 1 �6 `lll1 `� ' Signature/re!date Comments: 4 WeviseiAugust 5,2005 rs State of Connecticut N 7A - 7B - 7C `" k Workers' Compensation Commission �"�-` . DIRECTIONS :�: u R� DIRECTIONS for FILING FORMS 7A, 7B and 7C tzizzir 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 wil 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 EQIIM__Lq 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 DEPARTMENT OF COVSUMER PROTECTION • ELECTRICAL UNLIWiED CONTRACTOR ',4g1 JOHN Vi«NCOVI 13 PARTIOGIt - '....!0`ttgOAD KILLINGWOR ,CT 19 LIC./REG NO. E IV 2 EXPIRES 101835 1.44iii• -"09730/2007 • iSG • _ • t • 04/25/2007 WED 7:43 FAX . 001/001 Connecticut CL&PCiearing Desk ,$.1; sight&Power 888-544-4826 T FN tileAstUtifiticKSyakm As the owner of this property,I am requesting the permanent removal of the existing CT Light& Power Company(CL&P)electric service and meter(s)to allow for the demolition of the building in accordance with an applicable Connecticut General Statutes. I certify that the building is vacant. Removal of Service for Building Demolition arsrOMER REQUEST SYSTEM(CRS)-TRACK7NCr NUMBER REMOVAL DATE NEEDED #764202 04-16-07 stRee'r ADORES$WNE.R Etsc•rfuc SERVICE is TO SE PERMANENTLY REMOVED #19 Rainbow Drive TOWN - STATE £P COGS tincasvfHe CT 06382 ACCOUNT NUMBER METER NUMBER(5) COMMENTS The property owner is: .Jensen's Inc. P.O. Box 608 246 Redstone Street Southington CT 06489 This home will be demolished, PRINT NAME OF PROPERTY OWNERGNATURE,�'OF R E ..OWNER Jensen's Inc. 1p �? UFZf�Ga2— MASIING ADDRESS P.O. Box 608, 246 Redston treet ` TOWN STA, LIP CODE Southington CT 06489 TELEPHONE NUMBER Of PROPERTY OWNER 360--793-0281 Notary Public Date Notarized -c2..1 /� &P internal Use Only- . Date service removed; �/ `CJ , Please add a Job note to R AZ A - and to whom this sign-off form was returned. File this completed form with th s completed service removal work order. PRINT NAME Of OAP REPRESENYATIVs S NA RE•F CLE REPR - ^ , • ..- "OATS To_4voId DeI.eys Please Complete All Information On This Form U.S.Pnstal: Overnight xpress; Mail To: CL&P Clearing Desk Mail To: CL&P Clearing Desk Connecticut Light&Power Co. Connect-10A Light&Power Co. P.Q. Box 2985 107 Selden Street Hartford,CT 06z04•2985 Berlin, CT 06037 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 4n Property Address Job Deription 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 Department Approval Permit Issuance Approval Tax Collector ,` �c�� G,/s/a 7 Siclnaturei date Comments: ❑ WPCA, Administrative K cite Signature/date Comments: ❑ WPCA, Operations Signature/date Comments: I-1 Planning &Zoning Signature/date Comments: ❑ Health Department Signature/date Comments: ❑ 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 .py of STC Certificate of Operation required-per CGS 14-311) Signature/date Comments: l � Fire Marsh _'ter ciigna a date cgT Comments: t aL.., RivuedAugust 5,2005 Town of Montville Building Department 310 Norwich-New London Tpke. Uncasville, CT 06382 Tel. 860-848-3030,Ext. 382 Fax. 860-848-7231 12/27/07 Richard Murdock Jensen's Inc. P.O.Box 608 Southington Ct 06489 RE: 19 and 61 Rainbow Drive Dear Permit Holder This is a request for a status update on permit#B2006-0051dated February 16 2007 and permit#B2006 —0686 dated December 28 2006 for replacement p acement of two manufactured homes. If the project is complete please call our office between 8:00 and 4:30 to schedule the required inspection. Respectfully yours Charles Corell Building Inspector cc: File Town of Montville Building Department Residential Plan Review Form Date: J/ Z/�t/�o Job Address: boon D v J d Job Description: ,'V` D b i /,2 W o•1.7 U, l D r> !� c=,lii e. Your permit application is being rejected for the items checked off or commented on. The required information must submitted for review(two sets are required) (C.G.S.29-252a.) This list is offered as a guideline only. It is not meant to be all-inclusive for every permit application,nor is it meant to take the place of the State Building Code. SUPPORTING DOCUMENTATION FLOOR PLAN Permit application not completed No plans submitted or insufficient information je Permit fee due$ 22 G S Basement floor plan required Permit fee to be calculated Second floor plan required Worker's comp.affidavit or worker's comp.certificate to be submitted Dimensions not provided or insufficient Copy of contractor's registration or license required Kitchen layout not provided Construction permit sign-off sheet required with appropriate approvals,it shall Bathroom layout and space clearances are insufficient be the applicant's responsibility to obtain the required signatures Ceiling heights not identified or insufficient Affidavit required from the holder of the registration or license authorizing you Attic access location and size not indicated or insufficient to apply for a permit with their information Attic access must be in a readily accessible location(not over shelving) Provide supporting documentation to show compliance with the 2003 IECC Use of room(s)not identified or unclear (www.enerttvcodes.gov)OR Plans required for the existing residence for each floor with dimensions • One-and Two-Family Dwellings with<15%glazing area to conform to the requirements of section N1102.1 WINDOWS&DOORS • Townhouses with <25% glazing area to conform to the requirements of Door sizes not identified section N1102.1 Window size&type not identified Two sets of construction documents required, this includes all engineering Emergency escape&rescue opening required in the basement or two code data,calculations and all other documentation(R106.1) compliant stairs per section 310.1 Documents are copyright protected,provide original plans or a letter from the Indicate the required light and ventilation for each habitable room or space designer authorizing the duplication of the plans Indicate the bedroom egress window Field set of the approved construction documents are required to be picked up Egress window sill height not identified from our office and must be available on site during all inspections Window header size not identified or insufficient Construction documents shall be of sufficient clarity to indicate the location, Door header size not identified or insufficient nature and extent of the work proposed as per section R106.1.1 Window well details not provided or insufficient Construction documents do not match the orientation of the structure on the site plan GARAGE and CARPORTS WIND LIMITATIONS No plan submitted or insufficient information provided Submit supporting data to show conformance with the wind limitations (3 Building section required second gust @ 110 mph) Opening protection between the garage and residence is not identified or Design publication needs to be identified(WFCM,chapter 3;WFCM,chapter insufficient per section R309.1 2;ASCE 7-2002;SSTD10-99) Separation between the garage and the residence is not identified or insufficient Documents re uired to be sta per section 8309.2 q mped and signed by a CT registered Professional Engineer Documents must be designed to either ELEVATIONS • Wood Frame Construction Manual,2001 edition No plans submitted or insufficient information • ASCE 7—2002 edition Plans do not match the floor plans • Finish grade not identified or does not match the site plan SSTD 10—1999 edition Building height(s)not identified Documents required to be stamped and signed by a CT registered Professional Dimension height of chimney Engineer if based on ASCE 7-02 or WFCM chapter 2 Roof pitches not identified Shearwalls not identified on the construction documents or are insufficient Shearwall calculations required BUILDING SECTIONS&DETAILS Ridge connection not identified or insufficient Full building section not provided or insufficient Roof-to-wall connection not identified or insufficient Floor-to-floor heights not identified Wall-to-wall connection not identified or insufficient Additional sections and details required Wall-to-sill connection not identified or insufficient Draftstopping details not provided or insufficient Provide engineering data for the piers to resist gravity,lateral,shear and uplift loads,stamped and signed by a CT licensed design professional STAIRS Hold-down devices,location and type not identified or insufficient Foundation anchor spacing not identified or insufficient Stair not shown on the basement floor plan Construction documents do not match the engineering data submitted Stair not shown on the second floor plan Cold-formed steel framing e shall bdesi Riser height not identified or insufficient gned in accordance with COFS/PM- 2001 edition Tread depth not identified or insufficient Nosing required for closed riser stairs SITE PLAN Riser opening can not allow the passage of a 4"sphere Plans requ red Winder stair—detailed plans required Plans do not match the building plans Spiral stair—detailed plans required Finish floor elevation not indicated Stair width required to be minimum of 36"above the required handrail height Distance from the property line(s)to the structure not identified Handrail detail not provided or insufficient detail Structure dimensions not provided Guardrail detail not provided or insufficient detail Existing and proposed contours are not provided or insufficient Headroom height not identified or insufficient Footing drain discharge not identified 36"landing required at the bottom of the stairs 36Utilities not provided(electrical,phone,cable,sewer,water,gas) Fro landing required at the top of de the stairs Delineation of flood hazard areas and design flood elevation is required per Frost protection required provide details and connections section R106.1.3 Private sewage disposal system to be identified along with all technical and soil WALLS data as per section 8106.2.1 Stud size and spacing not provided or insufficient Grading is to slope away from the building,provide more detailed information Sheathing type not provided or insufficient Plan submitted is not the same plan that has been approved by the Zoning Department andlcr Health Department I _ FLOOR FRAMING Retaining wall—construction documents required Plans required showing joists,beams and openings Retaining wall documents required to be stamped and signed by a Connecticut Bearing partitions not provided or indicated Registered Professional Engineer Framing direction not indicated or unclear Beam span&size not provided or insufficient FOUNDATION Joist span,size&spacing not provided No plans submitted or insufficient information Joist's over-spanned Dimensions required Beam over-spanned Wall thickness not identified Provide design data for all unaligned wall and floor bearing points Footing size not identified Point loads not identified on beam data Frost protection not identified or is insufficient Framing less than 18"to grade to be pressure treated or decay resistant Column type,size,spacing not identified or insufficient Steel beam— must be stamped and signed by a Connecticut Professional Waterproofing details not provided or insufficient Engineer Pier type,size and anchor details not provided or insufficient LVL's—engineering data required Engineered foundation plan required I-joists—engineering data required Crawl space ventilation,location,type and size not provided or insufficient Design loads not provided or insufficient Crawl space access,location and size not provided or insufficient Soil testing data required in the area of the proposed structure and shall be made by an approved agency using an approved method,R401.4) j SX 6'4 ,v/to ii6//e /40.ne G `� Gt S l. JvisedEebruary 6,2006 X l D `1(?d (,n s j01._ L) ec 2 g SF 1/4./ur Town of Montville Building Depal tluent CEILING FRAMING TWO-FAMILY DWELLING UNIT SEPARATION(R317.1) Plans required showing joists,beams and openings Separation by 1-hr fire-resistance construction,provide a listed assembly Bearing partitions not provided or indicated Rated wall andor floor assemblies shall be tight against exterior walls and to Framing direction not indicated the underside of the roof sheathing,provide more detail Beam span&size not provided or insufficient Supporting construction shall have an equal or greater fire-resistive rating, Joist span,size&spacing not provided provide details Joist's over-spanned Beam over-spanned TOWNHOUSE SEPARATION(8317.2) Provide design data for all unaligned wall and floor bearing points One-hour rated assembly must have a listing for exposure from both sides(two Point loads not identified on beam data walls) Steel beam— must be stamped and signed by a Connecticut Professional Common wall assembly must be 2-hr fire-resistance rated and listed Engineer Mechanical equipment,ducts or vents not allowed in common 2hr wall LVL's—engineering data required Electrical penetration detail required for common wall I-joists—engineering data required Common wall shall be continuous from the foundation to the underside of the Design loads not provided or insufficient roof sheathing Each individual unit shall be structurally independent ROOF FRAMING Parapet required or the roof decking or sheathing is of noncombustible Plans required showing rafters,beams and openings materials or approved fire retardant wood for 4 ft on each side of the wall(s) Bearing partitions not provided or indicated Framing direction not indicated FLOOD-RESISTANT CONSTRUCTION(R323) Beam span&size not provided or insufficient Documentation required to be submitted for the connection,anchored to resist Rafter span,size&spacing not provided flotation,collapse or permanent lateral movement Rafter's over-spanned Delineation of flood hazard areas,floodway boundaries,and flood zones and Beam over-spanned the flood design elevation to be identified on the site plan(R106.1.3) Provide design data for all unaligned wall and floor bearing points Elevation of the proposed lowest floor,including basement;in areas of shallow Point loads not identified on beam data flooding (AO zones), the height of the proposed lowest floor, including Steel beam— must be stamped and signed by a Connecticut Professional basement,above the adjacent highest grade shall be identified(8106.1.3) Engineer Electrical systems, equipment and components, and heating, ventilation, air LVL's—engineering data required conditioning and plumbing appliances, plumbing fixtures, duct systems, and I-joists—engineering data requiredother service equipment shall be located at or above the design flood elevation. Valley rafter—engineering data required Collar tie size,spacing&location not identified or insufficient ELECTRICAL INFORMATION Roof trusses — Engineering data (signed and sealed by a Connecticut Plans required showing panel locations,GFCI,switches,lights and receptacle Professional Engineer) must be submitted and approved by the Building locations Department prior to installation Panel location not identified Roof truss data must be designed to ASCE 7-02 Receptacle locations not identified or insufficient Ridge beam supports not identified or insufficient GFCI receptacle locations not identified or insufficient Hip/valley beam supports not identified or insufficient Lights and switches not identified or insufficient Rafter to beam connection detail not provided or insufficient Smoke alarms not identified or insufficient CO detector(s)not identified or insufficient DECKS/PORCHES Electrical load calculations required Construction documents required Whirlpool tub/hydromessage tub disconnect location not identified Dimensions required Framing direction not indicated MECHANICAL INFORMATION Beam span&size not provided or insufficient Plans required showing equipment locations,ductwork,etc. Joist span,size&spacing not provided Dryer vent routing not identified or insufficient Joist's over-spanned Heating,ventilation and air conditioning equipment locations not identified Beam over-spanned Heat loss/gain calculations required to be submitted Ledger—show attachment and flashing detail Heat loss/gain calculations do not match the information on the construction Post size or spacing not indicated documents Height of deck above adjacent finished grade not provided Combustion air calculations required Connections not identified or insufficient Winter design temperature is 7°F Plans do not match site plan FUEL GAS INFORMATION CHIMNEYS&FIREPLACES LP-Gas tank size and location not identified on the plans Clearances to combustibles not indicated ort insufficient Trench detail not provided or insufficient Flue size not indicated or insufficient Piping diagram not submitted or insufficient Exterior combustion air source not identified Plan required showing fireplace opening size and clearances to combustibles PLUMBING SYSTEM INFORMATION Flue sizes No plans submitted or insufficient information Manufactures data and installation instructions for metal fireplaces and/or Building trap location not identified(inside or outside) wood stove required Sewer location not identified Dimension height of chimney above the roof Domestic water location not identified Manufacturers data for whirlpools,corner tubs&large tubs required Water heater size,type,and location to be submitted Comments: l $4e a r� w( re C✓s7-ti�tCrS 1`o I?72PST //D/WP/7 c' '2_ e Permit application reviewed by: Vernon D.Vesey II David M.Jensen &visa February 6,2006 01/15/2007 16:48 IFAX 01/15/07 MON 15:56 FAX 814 226 4823 COMMODORE HOMES } incoming IQ 003/003 JRN 15 '07 02:59PM COMMODORE ENG 1Z003 P.3/3 • CIC.71fr' 1423 Lincalnway East,Goshen,IN 46526 PO.Box 577,Goshen,IN 46527-0577 Commodore (574)534-2716 FAX (574)533-7100 Corporation January 15, 2007 • • To Whom It May Concern; Site constructed porches, decks, stoops, etc. may be connected to the perimeter floor framing of Commodore Homes by the use of screws, nails, lags, or other fasteners listed for such use. Non-corrosive fasteners must be used where exposed to exterior elements and flashing must be installed to prevent moisture damage. • Attschrnent of such structural elements to the home is acceptable provided they are independently supported and impose no additional loads to the home. • Sincerely, • f; (.4,41,7S35 Gary Butler Drafting Manager • • GH/sh 11/21/2006 09:51 IFAX • 11/21/06 TUE 08:57 FAX 860 848 3479 HILLCREST ESTATES • 2"X 6"Rail Cap 36"From Top of Decking ---- 4"X4"Posts Secured to Fraa)ing Ballusters 4-1/2"0. —1i u� 3 2x8 rid CARRIER BEA \� CONCRETE COLUMNS 8' OC 2x8 FLOOR JOISTS 1 6'"'OC. 5/4"X 6"Deck 2x2"BALLUSTERS 4-1/2"OC TOP OF RAIL 36"OFF r'- DECKING L .- - — - 2x2 LEDGER BOARD TO CARRY JOISTS • 2;X10 NAILER SECURED TO -HOUSE 10' X 24' Deck 11/21/2006 09:51 IFAX + incoming a 002/004 11/21/06 TUE 08:57 FAX 860 848 3479 HILLCREST ESTATES ams JENSENS L1002 r' I 51M51=',01\1 -l2.5 NUIRICANG CL IP. TYPIGAL EACH POIRCN JOIST_ PEGKIN( BOARDS 1 � I 2X10 AT l6" O.C. (3)2Xa 5IMP60N AC3A66 CAI'. INSTALL luoop SHIM A5 REAUIREP FOR FIT. B" DIAMETER 4.1\1CHOf TROD 51-JALL HAVE 6" Erli3EDMFNT NTUBE 'HERS) if PORCH HOL 'ID OWN DETA11---- SCALE; 94" _ It-0" 11/21/2008 09:51 IFAX incoming Z003/004 11/21/06 TUE 08_57 FAX 860 848 3479 HILLCREST ESTATES .-.4-r JENSENS Z1Q03 31 1/2" IiIINIMutiA CLEAR 44iD1M OF STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT W1t(RE HANDRAIL IS OtSTALLED ON ONE SIDE, 8311.5:I 27 MINIMUM CLEAR WIDTH OF STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT NA-IERE HANDRAILS ARE 13130VDEU ON 130TH SIDES, R311.5.1 4"MAXIMUM PROKEGTION ON EITHER SIDE OF THE STAIRWAY FOR HANDRAILS, 8311.5.1 STAIRWAY WALKING SURFACE SHALL BE SLOPED NO STEER THAN 1:48, R311.5.5 8 DEPTH, j HI IT OF STAIRS SHALL NOT HAVE A VIrRTICAL RISE GREATER THAN 12'--O" BE[Wf N FLOOR NO HOSING LANDINGS, R311.5.4 LEVELS OR REQUIRED, R311.5_3.3 . cREATESr NOSING PROJECTION SHALL NOT EXCEED THE SMALLEST DY MORE THAN 3/8" BENIN TWO STORIES, INCLUDING THE NOSING AT TITS LEVEL OF FLOORS AND LANDINGS, 8311.5.3.3 3/5" MAX BETWEEN LARGEST • AND-SMALLEST, 8311.5.3.1 • • 3/8" MAX KEIT EN . . .. LARGEST AND SMALLEST, 8311.5..3.2 r -:-'.- .-...-..- tO fl (72 c n La 9/15" MAK RADIUS 1/2" MAX. BEVEL . • 1 • EHax EI) ACcESSIBL SPACE UNDER STAIRS SHALL HAVE WALLS, UNDLR STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIE g" WITFI 1/2" GIPSU61 BOARD, R311.2.2 MEN. n . ►I 17u ; LANGNG, R311.5.4 LANDING NOT geQUIRW AT FLIGHT POF AN IN nRi,I�Q�Rty1 . 1�(1-1 OFSTAIRS. 1 RCMDED ..stcr;.e*- .y.G A DOOR DKZS NOT SWING 3 4- 1(U 1 1 4" MAX. !A1U i . r* LXAMtitit iS? ' STAIRSY ITH RISE GRE=A1l THAN 30 R31j.5.3 A TOTAL Y • • co Y" STAIRWAYS 2°a3 1" W{TIi 2004 STAIRS cr SuPISLET.1Exr - • 11/21/2006 09:51 IFAX 1�1/21/O6 TUE 08:57 FAX 860 848 3479 + incoming Cj004/004 HILLCREST ESTATES JENSENS 2004 SHALL NOT ALLOW THE PASSA(E O A 4 3/8" SPHERE, R3t21 f ow SHALL NOT ALLOW THE PASSAGE OF 1111111prooAhho A 6" SPHERE, 83122 • 9 JAI 6 5 Let' CC STAIRS SHALL NOT ALLOW THE PASSAGE OF A4" SMITE, R3122 11111111111141110 REQUIRED WHEN THE FM? SIMACES ARE LOOMED MARE THAN 30" MOVE —--ate— h6L&. DECKS&BALCONIES 203 0SLIU PPLD,1E7424T04 GUARDRAILS CT • I IfV JfZUUb Uy vU ttRA incoming ►¢1uu I/UVL 11/09/2006 08:03 CLA ENGINEERS, INC. 4 9607936909 NO.566 P01 CIA Engineers, Inc. 317 MAIN STREET • NORWICH, CT 08360 • (8611}0136-113513 (8$Q} 0115-9165 FAX November 2,2006 Keath.E.Jensen Jeaten'a„Inc 246 Redolent Street P.O.Ban 60$ Southington,CT 06489 • 1 Maim Wind Frans P Anchorage Segel/fide Mg&NOM QCT 367$ Dear Mt knew As b j mobile requested, homwit have pertboned a high windv for a she wide(its ft x Our > m bawd � X01 � the recited foaaaddt� the miasmata of the IBC 2001 Residendal Huftifies Cade, the provision na&ASCE 7.O2, Our Scope of'mica includes the design of the wind force thedatiCsn andiorage of y. The structure is located in Montville, Cr which Ins a design wied speed of 110 mph(3 sec-gust)in ao x rimae%jilt Appendix M of the 2005 Cotneetint Supplement We have maned a wind atpoetwe category B fir our minim A wind=IaaaO B i:t defined by ASCE 742 as rllrbean end subuitian areas,wooded areae or other terrain with s onerous dowdy spaced obstructions having the oho of ingle-fanly divea isrger.17 As part of our review,we were provided with load capacity data for the Tie Down EliginsHaingModd$12B5/8,ash befit earth anchor part ameba 59050,dated January 2000. Ca : 1. It was reported to us by your once that typically the ha"anchors and metal tie Hold mobile� are t at$ wound the p after /vA/LVVO vU.Yd itAA , ii/096 08:03 �q 4 incoming tg)vvlrvvz ENGINEERS. INC. 4 8607936909 NO.566 D02 M1111 Wad[4Rrcc savis Ct P*2 2. Rued upon the pct loads listed in du field tam and the d$mannaspec* we have wed that the hold down eclair viten moufbetteed Tb DerasDTa. has a factor of safety maim over�by appreitimiedy 1.3. i.e. the p Bred load is 1.3 *roe the repined calculated Via!QpFiiasr: 1. Provided al of the msum 'a recce Ihr installation,, India stabizer sdites,angle of helix anchor is soil, t of hold dawa strap( ) we firmed the Zs Doses Basiaeecteg Model BMW;si egte he&earth ocher pot umber now is sir adequate to mist the overturning I opfla hue from the Cade repire wind load.The aeon shall he ve a maximum epochs of lift oncenter. 2. With regards to filet protection dhoti down,the hoax whore model f112115/8 are 4T is total look mid when Waded in accoedance with the raimuliseturea recommendation w$extend below de 42"r met depth required by the 1>C 2003 Siadimg Code, Plane cell me if you should need anything further. Very Truly Yours, Cd7 .1 11:%:fYogk,P.B r Rases 01/15/2007 16:49 IFS?( 3 incoming 1003/003 01/15/07 MON�15:56 FAX 814 226 4623 COMMODORE HOMES Q003 JRN 15 '07 02:59PM COMMODORE ENG P.3/3 JjJe 1423 Lincolnway East,Goshen,IN 46526 P.O.Box 577,Goshen, IN 46527-0577 Co ,1modore {574)534-2716 FAX (574)533-7100 Orporation January 15, 2007 To Whom it May Concern'. Site constructed porches, decks, stoops, etc. may be connected to the perimeter floor framing of Commodore Homes by the use of screws, nails, lags, or other fasteners listed for such use Non-corrosive fasteners must be used where exposed to exterior elements . and flashing must be installed to prevent moisture damage. Attachment of such structural elements to the home is acceptable provided they are independently supported and impose no additional loads to the home. • Sincerely, • (410.41 •Gary Butler Drafting Manager • GB/sb 15'-? � J L6 1 C 4 1 irit:i /s: • 4u4'-'4 . 1 IIL4 ni o 00 ill - -� , =IWO epi II"Os 'CS _ a ErIP1 Uri 1 MIEN I �' 11.110/Maa �1E�E � • I �� B C:3■ X /EWE - • • iiiIIIMMill • itM!lEM11 �EEAE : . Q IE■ ErMlit - j . O Ill iMIii� ■ �" MEISEL _. '' IN. j E•UUEI. d (P ■M�IEHIMUM amoral - 101 I uII!I1llJ I In. IMN o r -n IMP c r "4 r- CrI O "C c a • O c �^ I b G -1 r' N .44 . E10 > 411 ......71 . N N STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue + Hartford Connecticut 06I06 Attached is your New Home Construction Registration. This registration is not transferable. Visit our web site at www.ct.gov/dcp STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION NEW HOME CONSTRUCTIONCONTRACTOR JENSEN'S RESIDENTIAL COMMUNITIES JENSEN'S RESIDENTIAL,COMMUNITIES 246 REDSTONE ST 246,REI STONE ST PO BOX 608 I PO B9X 608 SOUTHINGTON, CT 06489 JENSEN'S RESIDENTIAL COMMUNITIES LIC./REG NO. EFFECTIVE, EXPIRES 149 1':19/01/2005.,.,,c' 09/30/2007 "SIGNED_ _ „4, ' �lw/_ 9._ - - - - - ' - - an�fi• iOrlar,.::: isr t� S E, t Y y-.. I/ fr I/ �_ `.. _ � v'- ::: - `v,-. •.� '?s•: rtir, t "1 .r„ : •.r. :t }.. •:t r.. S'`\v^<�r,:•r :{ '•. fi lir ♦ .4:•: ..r.•'%'' •iG.•.• e•Y ..F r.F x:.... r rF h,•. •"S Vo•. :y{J' +'b, :•rr,: .' ' STATE OF CONNECTICUT + DEPARTMENT OF CONSUMER PROTECTION ! --�-- '`; I Be it Knownifir;Nit I RESIDENTIAL COMMUNITIES I ik,_,...:". 246 j "''` lieT Is certified by the Depart 17) 1 nt t, onsti 'election as a registered � I NEW HOME CONST ION. 'ONTRACTOR i . �Registr o 149}• t� —_t :� - i JENSEN'S RES-tH Ti ', -. OMMUNITIES tir, i Effective: 10/01/2005 I hY<<` >:-::. Expiration: 09/30/2007 � �>w~ ..::_;=' ._._-.Edwur R'Rodrigaez;Commissioner- -— ts.M ?V\�t'•M��T'h r:'. S`v;n,.�...� .. �' '�I..., V''M1�I Y '�7 `Yi�* S'��+Y'if?%,�f 4 SII . �S��JS��.`J,.�Lr �3'i�:� 9"•r#� ":11�\�J��. �. IA+• ' 7.. ::Stiff:. •:}r.: ;:hi•;:; gi 1 l i^. t t ;40 �'•s, y M = y w .. '•Fr'• 1r.. q/ r/ ,/ !/..7 ..'t" :w/t�'rAi•A..'g ..t;. .rr.� v v'S .ar,.;, ...\• -r: r •.} -r• .\ �. 4 o•,•:•:::ry.•a`i•-n,5 %i�. 'irJ AT'• }yam•� ;/I�'r'.'/{: l�`T"rL.� l: %t\*''��`5I\ vr:�`"' -��� Client#:41155 JENS ACORDrC CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDYYY) PRODUCER 12/15/06 Webster Insurance-C/L /YTHIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY 30 Preston Avenue UPON THE CERTIFICATE HHOLDER.DTHS NO UPON THCONFERS NOE DOES NOT AMEND, EXTEND OR O. Box 1040 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Meriden, CT 06450 INSURERS AFFORDING COVERAGE NAIC# INSURED Jensen's, Inc. INSURERA. Hartford Underwriters Insurance Alan Krieger INSURER B. 246 Redstone St.,P.O. Box 608 INSURER C: Southington, CT 06489 INSURER D: COVERAGES INSURER E: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L LTR NSRC TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE(MM/DDM') DATE(MM/DD/YY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES(Ea occurrence) $ CLAIMS MADE I I OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO- PRODUCTS-COMP/OP AGG_ $ JECT LOC AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ — ALL OWNED AUTOS ' SCHEDULED AUTOS BODILY INJURY (Per person) $ HIRED AUTOS NON-OWNED AUTOS BODILY INJURY $ (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY-EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR I I CLAIMS MADE — _ AGGREGATE $ DEDUCTIBLE $ _ RETENTION $ _$ A WORKERS COMPENSATION AND 31WENJ6310 12/31/06 ll _ $ EMPLOYERS'LIABILITY 12/31/U7 X I TORY IMITS I IOER ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT s500,000 OFFICER/MEMBER EXCLUDED? If es,describe under E.L.DISEASE-EA EMPLOYEE s500,000 SPECIAL PROVISIONS below OTHER E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS ++ CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Montville-Building DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1Q DAYS WRITTEN Dept. NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL 310 Norwich-New London Tpke. IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Uncasville, CT 06382 REPRESENTATIVES. AUTHORIZED REPRESENTATIVE OA ACORD 25(2001/08)1 of 2 #M83574 � 4rW_ JKC 0 ACORD CORPORATION 1988 Maximum Composite Panel Wind Load Span Chart for "Screen Rooms" Iii: p1 Wind Speed - 100 m.p.h. Wind Speed - 110 m.p.h. Wind Speed - 120 m.p.h. Composite Panel Panel Overhang Condition panel Overhang Condition panel Ove - Thk. None 1 FT. 2 FT. Thk. None 1 FT. 2 FT. Thk ha1g Condition None 1 FT. 2 FT. Metal Skill) 3" 20'-4" 20'-5" 20'-8" 3" 18'-8" 18'-10' 19'-1" 3" 17'-5" 17'-6" 17'-10" Or" 1111 4" 22'-3" 22'-5" 22'-8" 4" 20'-6" 20'-7" 20'-11" 4" 19'-1" 19'-2" 19'-6" 6" 27'-8" 27'-9" 27'-11" 6" 25'-6" 25'-7" 25'-10" 6" 23'-9" 23'-10" 24'-1" Wind Speed - 130 m.p.h. Wind Speed - 140 m.p.h. Wind Speed - 150 m.p.h- PThknel aOverhang Conation Panel Overhang ConatlOn Panel Overhang Conation Nona 1 FT. 2 FT. Thk None 1 FT. 2 PT. Thk 3" 15'-11" 16'—O" 16'-5" 3" 3" None 1—F 2 Fr. Metal Skirt 12'-4" 12'-6" 12'-11" 72'-4" 12'-6" 4" 1T-5" 1T-6" 1T-11" 4" Foam -1.0#Density EP.S. 4" 13'-6" 13'-8" 14'-1" 13'-6" 13'-8" 14'-1" 6" 21'-8" 21'-9" 22' 0" PateAltrnnum-.024", 3105,056,5 5 AlloyCO 6" 16'-9" 16'-11" 1T-3' 6" 16'-9" 16'-11" 1T-3" Patent#4,769,963 &5,086,599 Maximum Composite Panel Wind Load Span Chart for "Open" Structures Notes Wind Speed - 100 m.p.h. Wind Speed - 110 m.p.h. Wind Speed - 120 m.p.h. Panel Overhang Conation Panel Overhang Condition panel Overhang Conation Charts show Maximum Clear SpansI Thk• N4 ano 1 FT. 2 FT. Thk. None 1 FT. 2 FT. Thk None 1 FT. 2 FT. for Snap-N-Lock Composite Panels. 3" 21'-4" 21'-5" 21'-8" 3" 21'-4" 21'-5" 21'-8" 3" 20'-4" 20'-5" 20'-8" 4" 23'-5" 23'-6" 23'-9" 4" 23'-5" 23'-6" 23'-9" 4" 22'-3" 22'-5" 22'_8^ Structures classified as "Screen Rooms" contain solid roofs with 6" 29'-1" 29'-2" 29'-4" 6" 29'-1" _29'-2" 29'-4" 6" 27'-8" 27'-9" 27'-11" at least one solid wall usually the Wind Speed - 130 m.p.h. Wind Speed - 140 m.p.h. Wind Speed - 150 m.p.h. host structure. eg. Attached Screen Panel Overhang Conation Panel Overhang Conation Thk. None 1 FT. 2 FT, Thk. Panel Overhang conatron & Vinyl Rooms Only. None 1 FT. 2 FT. Thk None 1 FT. 2 FT. 3" 18'-c" 18'-1" 18'-5" 3" 12'-4" 12'-6" 12'-11" 3" 12'-4" 12'-6" — Structures classified as "Open" 4" 19'-9" 19'-10" 20'-2" 4" 13'-6" 13'-8" 14'-1" 4" 13'-6" 13'-8" 14'-1" contain solid roofs with no solid cans only 6" 24'-7" 24'-8" 24.-11" 6" i6'-9" 16'-11" 17'-3" 6" 16'-9" 16'-11" 1T-3" post and beam roof supports, eg. Free Standing Carports, Maximum Composite Panel Wind Load Span Chart for "Enclosed" Structures Free Standing Patio Covers & Free Wind Speed - 100 m.p.h. Wind Speed - 110 m.p.h. Wind Speed - 120 m.p.h. Standing Walkway Covers. Panel Overhang Condition Panel Overhang Condition Panel Overhang Condition $trOCtUreS classified as "Enclosed" Thk. None 1 FT. 2 FT. Thk. None 1 FT. 2 FT. Thk None 1 FT. 2 FT. contain solid wails and roofs with 3" 15'-11" 16'-0" 18'-5" 3" 14'-8" 14'-10" 15'-3" 3" 13'-6" 13'-7" 14'-1" Glass glazed windows & doors in 4" 17'-5" 17'-6" 17'-11" 4" 16'-2" i6'-3" 16'-7" them. eg. Glass Rooms, Additions, 4" 14'—s" 14'-11" 15-4" 6" 21'-8" 21'-9" 22'-0" 6" 20'-1" 20'-2" 20'-5" 6" 18'-5" 18'-6" 18'-10" Garages & Houses. C11111 Wind Speed - 130 m.p.h. Wind Speed - 140 m.p.h. Wind Speed - 150 m.p.h. Structures classified as "Partially Panel Overhang Condition Panel Overhang Condition Panel Overhang Condition Enclosed" contain solid walls and Thk. None 1 FT. 2 FT. Thk. None 1 FT. 2 FT. Thk. Nona 1 FT. 2 FT. roofs with Glass glazed windows 3" 12'-4" 12-6" 12'-11" 3" 11'-5" 11'_7" 12'-1" 3" 10'-8" 10'-10" — & doors in them. eg. Glass Rooms, 4" 13'-6" 13'-8" 14'-1" 4" 12'-6" 12'-8" 13'-1" 4" 11'-8" 11'-10" 11'-10" Additions, Garages & Houses. Or 6" i6'-9" 16'-1I" 17'-3" 6" 15-6" 15'-8" 16'-0" 6" 14'-6" 14'-8" 15'-1' solid roofs with at least one solid wall the structure. eg. ly t Max. Composite Panel Wind Load Span Chart "Partially Enclosed" Structures AttachedlCarports, lit. sAttached Patio Wind Speed - 100 m.p.h. Wind Speed - 110 m.p.h. Wind Speed - 120 m.p.h. Covers & Attached Walkway Covers. Panel Overhang Conation Panel Overhang Conation Panel Overhang Condition This chart Is used as an alternative Thk. None 1 FT. 2 FT. Thk. None 1 FT. 2 FT. Thk. None 1 FT. 2 FT to Installing impact glass or shutters 3" 14'-1" 14'-2" 14'-7" 3" 12'-9" 12'-11" 13'-4" 3" 11'-7" 11'_9" 12•-3" in wind borne debris areas and 4" 15'-5" 15-7" 15'-11" 4" 13.-11" 14'-1" 14'-6" 4" 12'-8" 12'-10" 13'-4" accounts for added internal buUdina 6" 19'-2" 19'-3" 19'-7" 6" 17-4" 77-6" 17'-10" 6" 15'-9" 15'-11'" 16'-3" pressures. Wind Speed - 130 m.p.h. Wind Speed - 140 m.p.h. Wind Speed - 150 m.p.h. Panel Dead Load is calculated at Panel Overhang Conditionrh Panel Oveang Condition Panel Overhang Conation 2 lb. per sq. ft. The remainder is Thk. None 1 FT. 2 FT. Thk. None 1 FT. 2 FT. Thk. None 1 FT. 2 FT. the Live Load or Snow Load. 3" 1o'-9" 10'-11" 11'-6" 3" 9'-11" 10'-2" 1o'-8" 3" g'-4" 9'-7" — eg. 21 lbs / sq. ft. Is 1 lb. Dead 4" 11'-10" 12'-0" 12'-6" 4" 10'-ii" 11'-1" 11'-7" 4" 10'-3" 10'-5" 11'-0" Load + 20 lbs. Live or Snow Load. 6" 14'-9" 14'-10" 15-3" 6" 13'-7"_ 13'-8" 14'-2" 6" 12'-9" 12'-11" 13'-4" Overhang improves panel span, 2 ft. Maximum Composite Panel Span Chart Dead/Live Load maximum or as listed. I DL + LL @ 22 lbs./sq. ft. DL + LL @ 32 lbs./sq. ft. DL + LL @ 42 lbs./sq. ft. Panels may be used in a wall or Panel Overhang Condition roof a Ilcation. Panel Overhang Conation Panel Overhang Condition pP Thk. None 1 FT. 2 FT. Thk. None 1 FT. 2 FT. Thk. None 1 FT. 2 FT. For Maximum Panel Clear Spans for 3" 14-4" 14'-6" 14'-11" 3" 11'-11" 12'-1" 12'-7" 3" 10'-5" 10'-7" 11'-2" 123 MPH Wind Speed, reduce values 4" 15-9" 15-11" 16'-3" 4" 13'-1" 13'-3" 13'-8" 4" 11'-5" 11'-7" 12'-1" listed in 120 MPH Wind Speed by 6" 19'-7" 19'-8" 19'-11' 6" 16'-3" 16'-4" 16'-9" 6" 14'-2" 14'-4" 14'-9" multiplying by 0.98 DL + LL @ 52 lbs./sq. ft. DL + LL @ 62 lbs./sq. ft. DL + LL @ 72 lbs./sq. ft. Spans listed are for Exposure B. Panel Overhang Condition Panel Overhang Conation Panel overhang Condition For Maximum Panel Clear Spans for Thk. None 1 FT. 2 FT. Thk. None 1 FT. 2 FT. Thk. None 1 FT. 2 FT. 3" 9'-4" 9'-7" — 3" 8'-7" 8'-9" — 3" 7'-11" 8'-2" - Exposure C. reduce values listed by 4" 10'-3" 10'-5" 11'-0" 4" 9'-5" 9'-7" — 4" 8'-9" 8'-11" _ multiplying by 0.85 6" 12'-9" 12'-11" 13'-4" 6" 11'-8" 11'-10" 12'-4" 6" 10'-10" 11'-0" 11'-7" /1 Snap-N-Lock Composite Panel Span Charts I i Scale DURA-B I LTRevised by JAMES E.BRADLEY PE None Tres c.4eNeem DRIVE,CLEARWATER.FL 33756 , Licences M AK-3781-F AL-9972.A2-09512.AR-3573,CA-23285,CO-10401,DE-6.520. Dura Bill Products,Inc113 Tel.1 800.233 4251 FL-16895,GA-8787,a)-2689,L-4931,N-14298,IA-5889,KS-8820,LA-13772,ME-311. j MD-0000,IIIA-24147,Mt-2O542,MN-11181 MS-5859.MO-6-10150,MT-4229e,115-E-3731 Vg P89e P.O.Box 189 Fax 570-598-3296 NH-3373,NJ-20810,NM-5447,NV-51500,NC-6889,NO-1645,OH-35042,OK-9480, `' Wellsburg,NY 14894 Web.WWW.duratliltcom OR-8287.PA-019214.SC-4763,SD-2387.TX-38884,UT-3924.VT-3269.WA-15052, Gr` 1 Of 1 WI-12635.WV-8405,WV-1859 ' a 01/15/2007 16:49 IFAX incoming 002/003 01/15/07 MON 15:55 FAX 814 226 4623 COMMODORE HOMES JAN. .5 '07 :59PM COMMODORE ENG 1002 P.2/3 T:: Q 1423 Lincolnway East,Goshen,IN 45526 Goshen,IN 45527.0577 ( mrnodore (574)P.O.Box 577, 534-2715 FAX Corporation --— —_ (574)533-7100 . January 15, 2007 To Whom ft May Concern: Site installed awnings may contact the fascia board of Commodore homes for cosmetic purposes only. Such awnings shall be independently supported and shall impose no loads to the homes. Support and fastening of awning shall be designed per local codes and requirements. Proper flashings or sealants must be used to prevent moisture damage. • • Sincerely, • Gary Butler Drafting Manager GB/sb Installation Instructions BILI DLRSS-07 Note:Remove the#12 x 3/4"Self Drilling and Tapping Screws that go lhru the under side of the •'URA-�+' ■� Mounting Rail and into the Roof PaneL You will reinstall them thru the lip of the Deluxe Front Header and into the Roof Panel after the Roof Support System is Installed. Roof Support System for Dura—Lock 1.The Roof Support System will be installed after the Dura-Lock Roof is completed Assembly and Installation 2.The Deluxe Front Header for the Roof Support System will be laid out and assembled on the ground If the IRStt'UCtlOnS Roof's longer than 16';Deluxe Front Header Joiner will be used to fasten the sections of Deluxe Front Read the instructions before starting the job.They explain the steps required Header together for proper length. to produce a finished product that will meet factory specifications. All references to"Left"and"Right"are while facing the home. Note:You should pay close attention to the location of Doors and Windows and where you will be fastening the Posts. e+� a; 3.Attach the Deluxe Front Header to the Mounting Rail using one(1)414-13 x 3"Long Pancake Head Screw with 30"On Center Spacing as shown in the drawing. 4.Locate and mark the location of the posts and attach the Inner Post to the Deluxe Front Header using two • `,. (2)612 x 3/4"S elf Drilling and Tapping Screws. 5.Plumb the Outer Pool and mark the location for installing the Anchor Bracket. 3 • 1 �'F, �� � .ate: d '��,, =• s `. Note:If you are installing Columns on a Pressure Treated Lumber Deck.With your order you will !.".!;••'L. ;1:' receive a 4"x 4-1/2"piece of Black Flashing with paper coated adhesive on one side for each Dura-Post. ' Peel the paper off from the Flashing and stick the flashing to the bottom of the Anchor Bracket.Then trim the excess Flashing from around the Anchor Bracket. ;. 6 Move post and install Bracket using wood or concrete fasteners. , f 7.Install post over the Anther Bracket and attach with four(4) 8Tapping 612 x 3/4"Self Drilling and Screws. As shown In the drawing. 8.Repeat steps 4 fico 7 for remaining posts. Check the material received. Safety is important! �.- Match your shipment with the Bill ofMaterials. Wear Safety Glasses and Work Gloves. If there is a shortage or wrong material, Follow all safety practices while assembling call Dealer Serviceimmediately. and installing this product Dura-Bilt Products,Inc.P.O.Box 188 Wellsburg,N.Y. 14894 Dealer Service 570-596-2000 E-Mail info1Jdurabilt COM DURA-HILT RESERVES TICE RIGHT TO CHANGE DESIGN AND/OR SPECIFICATIONS wxneoUr NOTICE. 4 I 3 * 2 1 1 •ELUXE FRONT HEADER DURA-LOCK 2 I •RE-DRILL HERE USING 1/4"DIA.DRILL MOUNTING to RAIL ATTACIIED TO HOME 1 9 1 In MIN. 1 1/8 it r i/ i 1/2 In B -- __ .w_�:yixrl_-r.-� '-- '1 JC. I B �_�i:: 0—T{-- 1/2 Ir #14-13 X 3"LONG PANCAKE HEAD DURA-POST(INNER) RA-POST(OUTER) SELF DRILLING AND TAPPING SCREW •REDRILL HERE USING 13/64"DIA DRILL POSTS SPACING- 30"ON CENTER 2)#12 x 3/4"SELF DRILLING 4',5',6',7'&8'ON CENTER SPACING MAX --1/2 In AND TAPPING SCREWS AS REQUIRED BY ROOF LOAD (4)#12 X 3/4"SELF DRILLIN 4)4 12 x 3/4"SELF DRILLING AND TAPPING SCREWS FOR Yom'm,_, iii, AND TAPPING SCREWS FOR ATTACHING TO THE ANCHOR JOINING THE INNER AND ANCHOR BRACKET OUTER POSTS TOGEATHER z Iry DRAWN A PIO 12/5/2006 IF-. �r+ECKED DURA-GILT PRODUCTS,INC. p I f:^` ` INNER POST 24"MINIMUM LGD 12/5/2006 INSERT DEPTH WITH A MAXIMUM MATERIAL TRtE OF 36"EXPOSED I "� DURA-LOCK ROOF SUPPORT SYSYTEM APPROVED SEE DWG NO REV B DURA-LOCK ROOF SUPPORT C ) 3 2 SCALE 1/2 ISHEET 1 OF 1 ZONING PERMIT - ZONING PERMIT NLM3ER DATE SUBMITTED 8/S/9 Z EXPIRATION DATE: 9--/;2_,-.57S' Applicant: jen,ren ',r "he. Applicant's Address?.p Rox 6'o8/Jav��i�ntoay/ G j d1ytgTelephone No. j q,?—dpi Property Owner: s-a nr e u r Q poy e Property Location: Z / Rosh bow i%rise Assessor's Map No. Lot No. Subdivision Name: Ldvre/ 7e' hl--r Zone: —y lot Area: Appro. 13 Seo 40Epuilding Height: Total Floor rea o Structure after Development If 2:‘,0 ' yj-' '� . /�Z7Z..5 Sign Area (If Applicable): /t//,/, � Nature of Request/Proposed Use: T ce:� �K�r pin SMO 1;4 40 e (remekee Si h /r Fii►r Pc,i/m This zoningpermit and two P ��� copies thereof shall include plans drawn to a scale of at least 1 = 40' showing dimensions of the lot, the size, area and location on the lot of existing, proposed, principal and accessory structures, driveway sanitary facilities and water supply, parking facilities, and adjacent streets. Distances of structures frun property lines and centerlines of public roads crust also be indicated. In the case of fill or excavation requests (under_500 cubic yards), dimensions of fill or excavation area must be included. Any other specific uses must also ccrrply with the zoning regulations. A plan prepared by a Connecticut Registered Land Surveyor may be required. The applicant guarantees to adhere to all the applicable requirements of the zoning regulations. In addition, the applicant agrees to notify the Commission or its appointed agent of any alteration in the plans. The use specified above shall NOT be authorized until an actual Certificate of Use and Compliance is issued by the Commission or its appointed ageir . 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