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HomeMy WebLinkAbout10x16 Sunroom 2017 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: B2017-0363 Date: 28-Aug-17 Map/Lot: 103/067-000 Owner ID: 2277000 Project Location: 80 GALLIVAN LANE Unit: Job Description: 10x16 Sunroom Owner Nam Christine Krzemien Tenant Name N/A Careof: 80 Gallivan Lane Uncasville CT 06382- Telephone: (860)848-3138 __ Applicant Name Creative Enclosures LLC Telephone: (860)886-7631 DBA: Lic/Reg Type HIC Lic/Reg N 557461 56 Stockhouse Road Exp Date: 30-Nov-17 Bozrah CT 06334- Construction Value Permit Fees Construction Information Building Value: $32,587.00 Building Fee: $396.00 Use Group: IRC Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 2016 State Building Code Mechanical Valu $0.00 Mechanical Fe $0.00 Electrical Value: $2,000.00 Electrical Fee: $30.00 Construction Type IRC Total Value: $34,587.00 Penalty Fee: $0.00 Permit Code: R4 C of 0 Fee: $1000 Comment Plan Review Fe $39.60 State Ed Fee: $8.99 Total Fee Paid: $484.59 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 ❑d 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 frami ❑ Electrical Service CRS No: Q © Framing ❑ R HVAC ❑ Masonry Fireplace Throat or Chimney Thimble ❑ Gas Piping and leak test ❑ Fireblocking Draftstopping INSPECTION REQUIRED UPON COMPLETION ❑ Insulation ❑ Certific• - of ••.roval `-/ific. = of 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.: e2oc7-O3Le3 Type of Work Occupancy Type Permit Type El New Construction La Single Family Building E-Addition ❑Two-Family 0 Plumbing ❑Alteration 0 Townhouse ❑ Mechanical 0 Accessory Structure /1 )❑ Electrical CRS#: Property Address: (Number) (Street) /1/4.40) (Unit)\ _ Job Description: l 10r l,C t 5(4k/woo-pi/ 60/s �v bati_i i�1 1 )0 l ' DC_C*, U 1 Owner: Clitl\c5r Z e ttvt1 iVl Address: AO,�'3 0 GM S U vk l.F tijg, City: ( 22C, State: C- Zip Code: OC,3 8 C. 1. Telephone( 6O ) LIS—^ 313' Applicant: E_ an 5u. L 1 C DBA: p f�� Address: r Ito S�Ck C .0(L'E (? �_1 ,�+� City: 1G0 -Q kA State: C5--% Zip Code: OC 33 L( Telephone( SCO ) 286- '76 3 1 Contractors - Complete the Following: /� License Type1 ` License No.:0 S 74a/ Expiration Date: a 3o /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 2014 NEC as the alternative compliance per section E3401.1 of the Residential Code, instead of the electrical requirements in chapters 34 through 43 of the Residential Code. Owner/Agent Signature: — 7 /09 / _z7Date: ti/7 Construction Value Permit Fees Building Value: J a 5 7 Building Fee: . 71,(4, Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: 9-0 00 Electrical Fee: Total Value: .24--1 S�'y� I]C) Penalty Fee: CofOFee: )O Plan Review Fee: &C1.6240 State Ed Fee: 2-41 Total Fee: 4 .59 Revi.;ed August 23,2W7 Town of Montville Building Department File Receipt Date: 2t Aua 17 ReceiptNo: 12579 Received From: Creative Fndosures Job Address: 80 Gallivan Ln Town Fees Collected State of Connecticut Fees Collected Bldg Cash: 10.00 State Cash: 10.00 Bldg Check: 1484.59 State Check: t8.99 Bldg Credit: $0.00 i State Credit: 10.00 Fire Cash: 10.00 Fire Check: $0.00 i'= Fire Credit: $0.00 Construction Value: 134.588.00 Demol '•• $o_no CheckNo: 21292 , Received By: Vernon D Vesey II .G‘-‘i.e �Z-GU 4.. q; Court 80 Gallivan Lane ITEM QTY $/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA Basement,Finished SF $ 41.96 $ - $ Interior Renovations SF $ 36.09 $ - $ - $ _ AMENITIES Kitchen EA $ $ - $ - Full Bathroom EA $ _ $ - HaB-Bathroom EA $ - $ - GARAGE Detached SF $ 71.53 $ - $ - MECHANICAL Warm-Air n Y/N $ - Hot Water n Y/N $ _ Electric n Y/N $ _ Air Conditioning n Y/N $ - ELECTRICAL SERVICE Upgrade Amps $ - Subpanel EA $ 699.00 $ _ Gen Set EA $ 3,850.00 $ _ SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 6,497.70 $ - Masonry w/lfireplace EA $ 7,096.65 $ - Masonry w/2 fireplaces EA $ 11,095.70 $ - Wood Stove,free standing EA $ 2,692.25 $ - Wood stove insert EA $ 1,859.77 $ - DECKS,PORCHES,SUNROOMS Deck SF $ 44.07 $ - Porch SF $ 149.38 $ - Sunroom SF $ 176.90 $ - $ - POOLS&HOT TUBS Hot Tub EA $ 8,016.25 $ - $ - inground Pool EA $ 31,550.00 $ - $ _ Above Ground Round EA $ 6,299.46 $ - $ - Above Ground Oval EA $ 7,019.75 $ - $ - Pool Heater EA $ 8,984.25 $ - $ - Inflatable Type Pool EA $ 1,200.00 $ - $ _ SHEDS w/o electrical SF $ 25.55 $ - w/electrical SF $ 26.85 $ - $ - RENOVATIONS Roofing,Overlay SF $ 3.50 $ - Roofing,Strip&reroof SF $ 4.50 $ - Roof Sheathing SF $ 1.51 $ - Siding SF $ 6.75 $ - Windows EA $ 550.00 $ - Skylights EA $ 1,051.10 $ - Doors,Exterior EA $ 601,50 $ - Oil Tank,275 Gallon EA $ _ Oil Tank,550 Gallon EA $ - MISCELLANEOUS CALCULATIONS $ 32,587.00 $ 2,000.00 Solar Install y TOTALS $ 32,587.00 $ - $ - $ 2,000.00 PERMIT FEE CALCULATIONS Construction Value Fee Building $ 32,587.00 $ 396.00 Plumbing y $ - $ _ Mechanical y $ - $ _ Electrical y $ 2,000.00 $ 30.00 Plan Review Fee y $ 39.60 Certificate of Occupancy Fee $ i O-O el v Plan Review Fee $ _ State Education Fee $ 8.99 TOTALS $ 34,587.00 $ 474.58- L-1 84,59 Figures are based on the 2006 RS Means Residential Cost Data I ; 549302 LIMITED LIABILITY COMPANY STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION 165 Capitol Avenue + Hartford Connecticut 06106 Attached is your Home Improvement Contractor registration. This registration is not transferable. The Department of Consumer Protection must be notified of any changes to your registration within thirty(30) days of such change. Questions regarding this registration can be directed to the License Services Division at(86o)713-6000 or email dcp.licenseservicesact.gov. In an effort to be more efficient and Go Green,the department asks that you keep your email information with our office current to receive correspondence. You can access your account at www.elicense.ct.gov to verify, add or change your email address. Visit our web site at www.ct.gov/dcp to verify registrations,download applications and the booklet for The Connecticut Contractor for Home Improvement and New Home Construction. STATE OF CONNECTICUT DEPARTMENT OF CONSUMER PROTECTION CREATIVE ENCLOSURES LLC HOME IMPROVEMENT CONTRACTOR 56 STOCKHOUSE RD#A CREATIVE ENCLOSURES LLC BOZRAH,CT 06334-1120 56 STOCKHOUSE RD#A i BOZRAH,CT 06334-1120 CREATIVE ENCLOSURES LLC LIC./REG NO. EFFECTIVE EXPIRES HIC.0557461 12/01/2016 11/30/2017 SIGNED ':° .::. : ..< ti4..:� r=y�' �� � � t' '074,,,,.. 'lr^ .40%...„,?, �r �� 011." ta::{01-r.,...1v. • ``�*:4.4:::41'..a • Wr :. - k"--:Ii: a;mt4 1 Z1M \ �s :�'tA'\v}jt ��; � t � i� -t '; ^ .lrrr� r, r �• },f t \. .; *„yY �xx r 'ta\ �.( � , , • � •` 4: r/ .:u ' ria� •� a :q ; AEOJRO® I CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS H/LDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Melissa NAME: Quinn Sumner Sumner, Inc. PHONE • (860)423-7733 (A/C.No.Ertl: F� N„,),(860)450-7260 757 Main Street ADDREMAILESS:m inn@sumnerandsumner.com P. O. Box 187 INSURER(S)AFFORDING COVERAGE NAIC I Willimantic CT 06226 INSURER Main Street America Ins. Co. 29939 INSURED BCREATIVE ENCLOSURES LLC AND CREATIVE PROPERTIES LLC INSURER C: Insurance Company 14788 INSURER C 56A STOCIQiOUSE RD INSURER D: INSURER E: BOZRAH CT 06334-1144 INSURER F: COVERAGES CERTIFICATE NUMBER:16/17 REVISION NUMBER: THIS IS TO CERTIFY THAT 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.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUER PLTR TYPE OF INSURANCE 'INSD MND POLICY NUMBER (MMO/VDD!Y'YYYY) (EFF MM/D Y EXm LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $ 500,000 MPT41373 7/1/2016 7/1/2017 MED EXP(Any one person) S 10,000 PERSONAL&ADV INJURY _ 1,000,000 GEN'L AGGREGATE OMIT APPLIES PER: - - X POLICY I PRO-ECT 1. I LOC GENERAL AGGREGATE $ 2,000,000 PRODUCTS-COMP/OPAGG $ 2,000',000 OTHER: Tata Compromise S 25,000- AUTOMOBILE UABIUTY COMBINED SINGLE LIMIT (Ea accident) $ 1,000,000 B X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS 3114137B 7/1/2016 7/1/2017 BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED - r_, AUTOS PROPERTY DAMAGE $ (Per accident) X UMBRELLA LIAR Hired Non-Trucking Liability $ OCCUR EXCESS UAB EACH OCCURRENCE $ 1,000,000 B CLAIMS-MADE II AGGREGATE $ 1,000,000 DED 1RETENTION S CUT4137B 7/1/2016 7/1/2017 WORKERS COMPENSATION S AND EMPLOYERS'LIABILITY Y/N STATUTE !ERH- ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? I N/A • E.L.EACH ACCIDENT $ 500,000 A (Mandatory In NH) WCT4137B 7/1/2016 7/1/2017 If yes,describe under E.L.DISEASE-EA EMPLOYES 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE "Proof of Insurance" THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Melissa Quinn/MELISS e �S ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(2014011 Town of Montville Building Department CONSTRUCTION PERMIT APPROVAL 80 —AL1IM LA—ktE UMC tiltz..c.E Property Address Job Description Required Department Permit Issuance Approval Approval Tax Collector �L� ,tiff AIS_--- 8/_4 l 7 Signature/date Comments: Fire Marshal447"/ V2)1/ 7 Signature/date Comments: ❑ Planning & Zoning ( k _ asc_.— 21\ \ 1 Required for all permits except Signature/date Plumbing,Electrical,Mechanical, Roofing,Siding,Windows&Doors ❑ Health Department Required for properties with private septic or well Signature/date Comments: • WPCA, Administrative IZ �it// / / 7 Required for properties on sewer Sign -e/date Comments: ❑ WPCA, Operations When Required by WPCA Signature/date Comments: ❑ Department of Public Works Required when project includes driveway work or certain drainage requirements Signature/date Comments: ❑ Montville Police Department Required for all permits EXCEPT one and two family residential Signature/date Comments: ❑ 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 Reviser Warch 23,2015 $'S I - ipti t y y C3 WALL 11 SII P;;ON Lengin Calculator ,r galmele 0 Report Application Issues or Provide Customer Feedback(https://app.smartsheet.com/b/form? 0 ^,,.••..t^/oI 2012 IRC Required Braced-Wall-Line Length Calculations PROJECT INFORMATION NAME:10x16 sunroom ADDRESS:80 Gallivan Lane,Uncasville,Ct.,06382 WALL DIRECTION:Front to Back SEISMIC DESIGN CATEGORY:B BASIC WIND SPEED:105 mph WIND EXPOSURE CATEGORY:B Wall Line A-1 Wall Line B-1 t< ilnputs 1 Braced-Wall-Line Location 1st of 1-story 1st of 1-storyP. Eave to Ridge Height 5 ft 5 ft 1 Braced-Wall-Line Spacing 10.00 ft 10.00 ft Wall Height 8 ft 8 ft Bracing Method CS-WSP CS-WSP GB Construction Type N/A N/A Gypsum Wall Board on Inside Yes Yes Horizontal Joints Blocked Yes Yes r Holdown Device Used No No WIND 1 Tabulated Wind Bracing Amount 2.75 ft 2.75 ft V. E. Exposure Height Factor 1 1 t' Eave-to-Ridge Height Factor 0.7 0.7 frWind Wall Height Factor 0.9 0.9 Number of BWL Factor 1 1 Holdown Factor 1 1 Blocked Joint Factor 1 1 Gypsum on Inside Factor 1 1 Wind GB Construction Factor 1 1 Required Wind Bracing Amount 1.73 ft 1.73 ft RESULTS Length of Wall Bracing Required 1.73 ft 1.73 ft NOTES t 1 1.This wall-bracing evaluation is based on the 2012 International Residential Code.The user is responsible for ensuring that the project fits within the scope of the IRC and complies with the wall-bracing requirements of Sections R602.10,R602.11 and R602.12 as applicable. • 2.One-and two-family dwellings and townhouses in Seismic Design Categories A and B and one-and two-family dwellings in Seismic Design Category C are exempt from the seismic requirements of the IRC.The length of wall bracing shall be in accordance with the requirements of Table R602.10.3(1) based on wind speed,including all applicable adjustment factors. 3. Braced-wall lines using the continuous sheathing methods shall be constructed in accordance with the requirements of Sections R602.10.4.2, R602.10.6.4,and R602.10.7,as applicable. 4. Braced-wall panels shall be located at each end of braced-wall lines and may begin up to 10 feet from the end in accordance with Figure R602.10.2.2. Corner construction for continuously sheathed methods shall be in accordance with Section R602.10.7. 5.The distance between braced wall panels shall not exceed 20 feet in accordance with Section R602.10.2.2. 6.Braced-wall-line spacing shall not exceed 60 feet on center. 7.Interior braced-wall-line spacing is the greater of the distance between two adjacent braced-wall lines or the average of the distance as selected by the designer. 8.Refer to the Strong-Wall®Bracing Selector(htto://www2.strongtie.com/webaoos/stronawallbracinaselector/)for pre-engineered solutions when the required bracing amounts cannot be satisfied with prescriptive braced-wall panels.Simpson Strong-Tie®Wood and Steel Strong-Wall®shearwalls may be considered equivalent to the code braced-wall panel construction method WSP with gypsum board applied on the inside. 9.Mixing of intermittent bracing methods within a braced-wall line is permitted only in Seismic Design Categories A and B and for detached dwellings in Seismic Design Category C.The length of bracing required for the braced-wall line shall be the highest bracing length calculated for each method used within the braced-wall line. 10. Horizontal panel joints in braced-wall panels shall be blocked in accordance with Section R602.10.10. 11. Braced-wall lines shall have a minimum of two braced wall panels unless the provisions of Section R602.10.2.3 are satisfied. WARNINGS 1.For buildings in SDC DO,D1,and D2 the user must ensure braced wall line spacing greater than 25 feet satisfies the requirements of Table R602.10.1.3. 2.The wall bracing provisions of the IRC may not be used in areas where wind design is required in accordance with Figure R301.2(4)B or where the basic wind speed shown on Figure R301.2(4)A equals or exceeds 110 miles per hour. 'ersion 3.0.0