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HomeMy WebLinkAbout10x10 Decks 2008 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: B2008-0336 Date: 16-Jul-08 Map/Lot: 028/005-062 Owner ID: 5460000 Project Location: 14 PHEASANT RUN Unit: Job Description: 200&40 SF Decks Owner Name: Gary R Peterson Tenant Name: N/A Careof: 14 Pheasant Run Oakdale CT 06370- Telephone: (860)848-0636 Contractor Name: Home Owner Telephone: DBA: Lic/Reg Type: Lic/Reg No: 0 Exp Date: Construction Value Permit Fees Construction Information Building Value: $7,248.00 Building Fee: $64.00 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: $7,248.00 Penalty Fee: $0.00 Permit Code: R10 C of O Fee: $10.00 Comments: Plan Review Fee: $6.40 State Ed Fee: $1.16 Total Fee Paid: $81.56 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 N/I 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 ❑ Certificate of Appro :I • cupancy Buildin. Official's Approval: , ,�/ townofMontville 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.: ,DO Of— a..C3‘ Type of Work Occupancy Type Permit Type ❑ New Construction 0 Single Family 0 Building ❑Addition 0 Two-Family ❑ Plumbing ❑Alteration 0 Townhouse ❑ Mechanical 0 Accessory Structure 0 Electrical CRS#: Job Address: b4ij—r-.. u�v Q /- 3).0i L. i (Number) (Street) (Unit) Job Description: 196 0 -- CU V 1 c- owner: G "Fe v2 SeY Address: ! T .P IL e4 5/14)--i- City: City: / VALE State: ( Zip Code: 3 7c:.) Telephone: Contractor: 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. ❑ 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 33/10 gh 42 of the Residential Code. Owner/Agent Signature: 72,27 / Date: 7 l Construction Value Permit Fees Building Value: Building Fee: Plumbing Value: Plumbing Fee: Mechanical Value: Mechanical Fee: Electrical Value: Electrical Fee: Total Value: Penalty Fee: CofOFee: Plan Review Fee: State Ed Fee: Total Fee: gviwed_August 23,2007 Town of Montville Building Department File Receipt Date: 03-Mar-08 Receipt No: 3211 Received From: Gary Petersen Job Address: 14 Pheasant Run Fees Collected State Educational Training Fee Cash: $0.00 Cash: $0.00 Check: $81.56 Check: $1.16 Check No: 1713 Short/Over: $0.00 Construction Value: $7,248.00 Demolition Value: $0.00 Received By Carmen Roberts 6.r1 t 4 ti k a) n Address: 14 Pheasant Run ITEM QTY S/UNIT TOTAL Building Plumbing Mechanical Electrical BUILDING AREA New Construction SF $ 113.03 $ - $ Basement,Finished SF $ 22.96 $ - $ Basement,Unfinished SF $ 12.40 $ - $ _ Crawl Sauce SF $ 9.30 $ - Interior Renovations SF $ 35.09 $ - $ - $ _ MANUFACTURED HOMES Ground Anchors SF $ 6.45 $ - $ - $ Basement SF $ 12.41 $ - $ - $ _ Crawl Space SF $ 9.31 $ - $ - $ _ AMENITIES Kitchen EA $ $ $ Full Bathroom EA $ $ Half-Bathroom EA $ - $ GARAGE Attached SF $ 54.35 $ - $ - Detached SF $ 69.53 $ - $ _ Under SF $ 10.03 $ - $ - Carport SF $ 19.89 $ - MECHANICAL Warm-Air n Y/N - Hot Water n Y/N $ -$ Electric n Y/N $ Air Conditioning n Y/N ELECTRICAL SERVICE • Upgrade Amps $ _ Overhead,new Amps $ Underground,new Amps $ Subpanel EA $ 599.50 $ - 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 240 SF $ 30.20 $ 7,248.00 Porch SF $ 149.38 $ - Sunroom SF $ 17690 $ - $ POOLS&HOT TUBS Hot Tub EA $ 8,016.25 $ - $ _ Inground Pool EA $ 21,373.44 $ - $ _ Above Ground Round EA $ 5,099.46 $ - $ - Above Ground Oval EA $ 6,019.75 $ - $ - - Pool Heater EA $ 8,984.25 $ - Inflatable Type Pool EA $ 1,550.00 $ - SHEDS w/o electrical SF $ 20.35 $ - w/electrical SF $ 20.35 $ - $ - RENOVATIONS Roofing,Overlay SF $ 300 $ - Roofing,Strip&reroof SF $ 4.00 $ - Roof Sheathing SF $ 1.31 $ - Siding SF $ 3.50 $ - Windows EA $ 500.00 $ - Skylights EA $ 1,051.10 $ - Doors,Exterior EA $ 601.50 $ - Oil Tank,275 Gallon EA $ Oil Tank,550 Gallon EA $ MISCELLANEOUS CALCULATIONS TOTALS 5 7.248.00 $ PERMIT FEE CALCULATIONS Construction Value Fee Building $ 7,248.00 $ 64.00 Plumbing y $ - $ Mechanical y $ - $ Electrical y $ - $ Working before Permit Issuance $ _ Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 6.40 State Education Fee $ 1.16 TOTALS $ 7,248.00 $ 81.56 Figures are based on the 2006 RS Means Residential Cost Data 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 �k-er 11,'L; Property Address 7j611 t— Li 0 S 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 Department Approval Permit Issuance Approval Tax Collector Required for all permits Comments: ® WPCA, Administrative � —_— �_ 3 OTS Required for properties on sewer Comments: ❑ WPCA, Operations When Required by WPCA Comments: I% Planning &Zoning CADY\ 62,SIA.)-- Cf.r‘ 1 a 4;Required for all permits v kC ® Health Department Required for properties with septic systems—Not required for Plumbing,Electrical,Mechanical,Roofing,Siding,Windows&Doors Comments: ❑ Department of Public Works Required when project includes driveway work or certain drainage requirements Comments: ❑ State Dept of Transportation 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 Comments: II V Fire Marshalcn Required for all permits Comments: -ktP t\.1 4rvrceiffugust 5,2005 c State of Connecticut 7A - 7B - 7C Workers' Compensation Commission ) DIRECTIONS DIRECTIONS for FILING FORMS 7A,7B and 7C cc- 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 c o � x N N .o P-11r-L---------s Ye rs � Ki, C `' ____ -- -•• ______ _ ns c.._ ,:. ___....._____ _ t .... . P 1 re I � iJ C ' ------7 ' .-----"--4-----1--- ..r'''--1-j-, L 'w I I - - I- 1 �` I I 1 - c•-r- b 'K N 'O ctl 3 - ci ZTi i, ,„. p , ' 93 ----,\A;._-_ Q),_ 16Z:)C i , . .___ V --$ '-- -'' i.....L.....______,_______,......._, , , . , , .c. _ ,P , ---T---, 1 ..r .._ 1 --A -__.r. '&1 r'''s c, sz, Tot I ckiS .iY (S 761li& C5DelardSe jets ® Aspire®Elation® p' ® Moorea'" Hawaiian Martinique® Kauai® 6 Adults 7 Adults 6 Adults 7 Adults 5 Adults 3 Adults 77 x7'7"x38" 7'x7'x36" 7'x7'7"x36" 231 cm x 231 cm x 96cm 213cm x 213cm x 91 cm 231 cm x 213cm x 91 cm 213cm x 213cmx 91 cm 226cm x 198cm 86cm 213cm x 165cm x74cm 500 gal./1893 liters 380 gal./1438 liters 420 gal./1589 liters 380al./1438 liters 9 320 gal./1211 liters 200 gal./757 liters 930 lbs.(6135 lbs.filled') 800 lbs.(5180 lbs.filled') 870 lbs.(5490 lbs.filled') 800 lbs.(5180 lbs.filled') 710 lbs.(4420 lbs.filled') 610 lbs.(2795 lbs.filled') 424 kg(2690 kg filled') 322 kg(2351 kg filled") 395 kg(2495 kg filled') 362 kg(2351 kg filled") 322 kg(2005 kg filled') 277 kg(1268 kg filled') 2 ReliaF10 2.0 HP(3.7 BHP'") 2 ReliaFlo®2.0 HP(3.7 BHP") 2 ReliaFlow 2.0 HP(3.7 BHP'") 2 single-speed w . 1 single-speed,1 dual-speed 1 single-speed, 0 p3.7 ReliaFlo"' 2.7 BH-speed 5e HP 2.. 2.0 HP 1 single-speedH ( .7ReliaFlo 1 dual-speed 1single-speed,1 dual-speed 2.0 HP(3.7 BHP") (3.7 BHP*`)&1.5 (2.6 BHP' 2.0 HP(3.7 BHP') 43 35 38 31 30 27 2 OrbiSsage, 2 OrbiSsage, 3 VersaSsage&2 Euro jets 3 VersaSsage&2 Euro jets 3 VersaSsage&2 Euro jets 3 VersaSsage&2 Euro jets 1 VersaSsage&6 Euro jets 1 VersaSsage&4 Euro jets 12 Euro&2 Euro-Pulse jets w/Atlas neck massage system) 10 Euro&2 Euro-Pulse jets 10 Euro&2 Euro-Pulse jets 10 Euro jets 8 Euro jets 8 Euro&2 Euro-Pulse jets 4 Euro&2 VersaSsage jets 4 Euro&2 VersaSsage jets 4 Euro&2 VersaSsage jets 4 Euro&2 VersaSsage jets 4 Euro&2 VersaSsage jets 4 Euro&2 VersaSsage jets 1 1 1 1 - - 1 set with 6 Euro jets 1 set with 4 Euro jets 6 Euro jets 2 sets,each withjets 6 Euro jets 6 Euro 6 Euro jets 6 Euro jets 2 MagnaSsage jets 2 VersaSsage jets - &1 Magna jet &1 Magna jet 2 VersaSsage jets 2 VersaSsage&1 Magna jet 2 MagnaSsage&1 Magna jet plus 2 VersaSsage jets in footwell - 10 Air Jets 10 Air Jets - Advent control system Advent control system Advent control system Advent control system - Advent control system Advent control system w/auxiliary control panel w/auxiliary control panel EnergyPro system EnergyPro system EnergyPro system EnergyPro system EnergyPro system EnergyPro system 100sq.ft 100sq.ft 75sq.ft 75s .ft q 50 sq,ft 50 sq ft Standard Standard Available Option P Available Option Available Option Available Option Acquarella waterfall Acquarella waterfall Variable flow waterfall Variable flow waterfall Standard Standard Standard Standard I Standard Standard SpaGlo-interior&exterior SpaGlo-interior&exterior Blue underwater light. Blue underwater light. Blue underwater light. (interior on g Blue underwater light. Optional:SpaGlo(interior only) Optional: SpaGloonly) Optional:SpaGlo(interior Only) Optional:SpaGlo(interior only) 3.5"to 2.5"tapered, 3.5"to 2.5"tapered, 3.5"to 2.5"tapered, 2lb.-density foam core 2 lb.-density foam core 2 lb.-density foam m core 2 lb.-density foam tapered, ore alb.d n it tapered, alb.d n.5"tapered, 1.5 Ib.-density foam core 1.5 Ib.-density foam con= 230v/30 or 50 Amp 230v/30 or 50 Amp 230v/30 or 50 Amp 230v/30 or 50 Amp 230v/30 or 50 Amp 230v/30 or 50 Amp Included Included Included Included Included Included standard features. Whichever model you choose, you can be assured of unsurpassed Comfort, yr1,1;-,re,,,,/q, ., p,c, • •Performance and Style. Geneva' Niagara° Tahiti Seating Capacity 6Adutts 7Adults 6 A Dimensions 7'5"x7'5"x38" 7'5"x7'5"x38" 7'x7'> 226cm x 226cm x 96cm 226cm x 226cm x 96cm 213cm x 2134 Water Capacity 475 gal./1798 liters 500 gal./1893 liters 360 gal./1; Weight 920 lbs.(5915 lbs.filled)' 920 lbs.(6300 Its.Med)` 790 lbs.(482: 417 kg(2683 kg filled') 417 kg(2860 kg filled') 322 kg(200: Jet Pum 2 ReliaFo®2.5 HP(4.8 BHP—) 2 ReliaFlo°2.5 HP(4.8 BHP") 2 RellaFlo°2.51- ps 1 single-speed,1 dual-speed 1 single-speed,1 dual-speed 1 single-speed, Total Hydro-massage Jets 47 47 45 Ultra Massage" Lou nge/Seat 2 OrbiSsage°,2,/ersassage°& 2 O biSsage,2 VersaSsage& 2 orbissage,21 2 Euro jets 2 Euro jets 2 Euro EcstaSeat® 18 Euro&2 Euro-Pulse°jets 18 Euro&2 Euro-Pulse jets 18 Eurc (w/Atlas°neck massage system) (w/Atlas neck massage system) (w/Atlas neck me LumbarSsage° Seat 6Euro&2VersaSsagejets 6Euro&2VersaSsagejets 6Euro&2 Ver: Whirlpool Jet 1 1 1 Euphoria° Jet 1 1 1 Sole Soothers° 8 Euro jets 8 Euro jets 8 Euro Other Seats 2 MagnaSsage'"jets 2 VersaSsage jets 2 MagnaS &1 Magna"jet &1 Magna jet &1 Mag Air Jet System 10 Air Jets 10 Air Jets 10 Air. Controls Advent°control system Advent control system Advent contr w/auxiliary control panel w/auxiliary control panel w/auxiliary a Circulation Pump & Heater EnergyPro®system EnergyPro system EnergyPro Filter Size 100sq.ft 100sq.ft 100 s4 Monarch° CD Ozone System Standard Standard Stand Water Feature Acqua211a®waterfall Acquarrellawaterfall Acquarella Stainless Steel Jet Trim Standard Standard Stand LED Lighting System (dimmable) SpaGlo°-interior&exteior SpaGlo-interior&exterior SpaGlo-interp Insulating Cover 3.5"to 2.5"tapered, 3.5"to 2.5"tapered, 3.5"to2.5" 2 lb.-density foam core 2 lb.-density foam core 2 Ib.-density Electrical Requirements 230v/30 or 50 Amp 230v/30or50Amp 230v130 or GFCI Sub-panel Included Included Incluc 'Filled weight includes the weight of the eco..pert..asscr^I, .i average e c.l .,'Ls. e! _ i..'.i ar;rn fa,:a. . �. STATE OF CONNECTICUT :,'l (' DEPARTMENT OF PUBLIC SAFETY itz DIVISION OF FIRE s ,EMERGENCY AND BUILDING SERVICES �9`Fe, c "' OFFICE OF THE STATE BUILDING INSPECTOR ^:::/.\ r '-4,_ ' June 16, 2008 Mr. Gary Petersen 14 Pheasant Run Oakdale, CT 06370 RE: M-759-08 14 Pheasant Run Oakdale, Connecticut Dear Mr. Petersen: I have reviewed the referenced request for modification to Section R310.1(3), of the proposed 2008 Connecticut Supplement to the utilize2005 State Building Code (see attached). It is my decision to approve this modification, as requested, to utilize the approved language of the referenced section of the proposed 2008 Connecticut Supplement to the 2005 State Building Code, in lieu of the requirements of the 2005 State Building Code. This decision is based on the approved language by the State Codes and Standards Committee of the 2008 Connecticut Supplement. If you have any questions, please contact Daniel Tierney, Deputy State Building Inspector, at (860) 685-8310. Sincerely, , -,14/ 7t101/411 Lisa R. Humble, AIA, NCARB State Building Inspector LRH:DT:pm Attachment cc: Vernon Vesey, Montville Building Official Terry Brouwer, OSFM Telephone(860)685-8310 1111 Country Club Road Middletown,CT 06457 http://www.ct.gov/dps An Equal Opportunity Employer TA, r :operable emergency escape and rescue opening. Where basements contain one or more sleeping rooms, emergency egress and rescue openings shall be required in each sleeping room, but shall not be required in adjoining habitable areas of the basement. Where emergency escape and rescue openings are provided, they shall have a sill height of not more than 44 inches above the floor. Where a door opening having a threshold below the adjacent ground elevation serves as an emergency escape and rescue opening and is provided with a bulkhead enclosure, the bulkhead enclosure shall comply with Section R310.3. Emergency escape and rescue openings with a finished sill height below the adjacent ground elevation shall be provided with a window well in accordance with Section R310.2. Exceptions: 1. Habitable basements without sleeping rooms are not required to have emergency escape and rescue openings when they are provided with two remote, code-compliant stairways. 2. In existing buildings, basements being converted to habitable space without sleeping rooms are not required to have emergency escape and rescue openings. 3. The 44-inch maximum sill height shall be permitted to be measured vertically above a fixed, permanent platform, step or steps whose minimum width shall equal or exceed the operable width of the opening and shall be centered on such opening and which shall comply with Sections R311.5.3.1 and R311.5.3.2. Glazing in windows complying with this exception shall not be subject to the provisions of Section R308.4, item 10. (Add) R312.1 Retaining wall guards. Retaining walls with a difference in finished grade from the top of the wall to the bottom of the wall that is greater than 4 feet shall be provided with guards complying with Section R312 when there is a walking surface, parking lot or driveway on the high side located closer than 2 feet to'the retaining wall. For the purposes of this section, grass, planting beds or landscaped areas shall not be considered a walking surface. (Amd) R314.2.3 Attics and crawlspaces. Within attics and crawlspaces where entry is made only for service of utilities, foam plastics shall be protected against ignition by 1 %2-inch-thick mineral fiber insulation, 1/4-inch-thick wood structural panels, 3/8-inch particleboard, '/4-inch hardboard, 3/8-inch gypsum board, or corrosion-resistant steel having a base metal thickness of 0.016 inch. The ignition barrier is not required where the foam plastic insulation has been tested in accordance with Section R314.3. (Amd) R314.3 Specific approval. Foam plastic Plastic-foam not meeting the requirements of Sections R314.1 and R314.2 may be specifically approved on the basis of one of the following approved tests: ASTM E84, FM 4880, UL 1040, NFPA 286 with the acceptance criteria of Section R315.4, ASTM E 152, or UL 1715, or fire tests related to actual end-use configurations;;.,The specific approval may be based on the end use, -quantity, location and •• - --• - • - -- - e. e •e e- .._ • _._ - _ _ .. _. shall be based on the actual end use°configuration and shall be performed on the finished foam plastic assembly in the maximum thickness intended for use. Assemblies tested shall include seams, joints and other typical details used in the installation of the assembly and shall be tested in the manner intended for use. (Amd) R317.1 Two-family dwellings. Dwelling units in two-family dwellings shall be separated from each other and from common spaces serving both dwelling units by wall and/or floor-ceiling assemblies having not less than a 1-hour fire-resistance rating when tested in accordance with ASTM E 119. Fire-resistance-rated floor-ceiling and wall assemblies shall extend to and be tight against the exterior wall and wall assemblies shall extend to the underside of the roof sheathing. Fire-resistance-rated assemblies shall be supported to the foundation by construction with the same fire-resistance rating as the assembly supported. 43 n r, 1 (Add) TWO-FAMILY DWELLING. A building containing two dwelling units with not more th five lodgers or boarders per dwelling unit. CHAPTER 3 — BUILDING PLANNING fAmd) R301.2.1.2 Internal pressure. Windows in buildings located in windborne debris regions shall have glazed openings protected from windborne debris or the building shall be designed as a partially enclosed building in accordance with the 2003 International Building Code portion of the 2005 State Building Code. Glazed opening protection for windborne debris shall meet the requirements of the Large Missile Test of ASTM E1996 and of ASTM E 1886 referenced herein. Exception: Wood structural panels with a minimum thickness of 7/16 inch and a maximum span of 8 feet shall be permitted for opening protection in one- and two-story buildings and for the first and second story of three-story buildings. Panels shall be precut and marked for location to cover the glazed openings with attachment hardware provided. Attachments shall be provided in accordance with Table R301.2.1.2 or shall be designed to resist the components and cladding loads determined in accordance with the provisions of the 2003 International Building Code portion of the 2005 State Building Code. (Amd) R305.1 Minimum height. Habitable rooms, hallways, corridors, bathrooms, toilet rooms, laundry rooms and basements shall have a ceiling height of not less than 7 feet. The required height shall be measured from the finished floor to the lowest projection from the ceiling. Exceptions: 1. Beams, girders, pipes, ducts or other obstructions spaced not less than 4 feet on center shall be permitted to project not more than 6 inches below the required ceiling height. 2. Basements without habitabl`1 spaces shall have a ceiling height of not less than 6 feet, 8 inches. Beams, girders, pipes, ducts or other obstructions shall be permitted to project not more than 4 inches below the required ceiling height. 3. Not more than 50 per cent of the required area of a habitable room or space is permitted to have a sloped or furred ceiling less than 7 feet in height. No portion of the required floor area shall be less than 5 feet in height. 4. Bathrooms are permitted to have sloped or furred ceilings, but shall have a minimum ceiling height of 6 feet, 8 inc es over the fixtures and at the front clearance area for the fixtures as shown in Figure R307.2. A shower or tub equipped with a showerhead shall have a minimum ceiling height of 6 feet, 8 inches above a minimum area 30 inches by 30 inches at the showerhead. 5. Ceiling height in existing basements being converted to habitable space shall be not less than 6 feet, 10 inches clear except under beams, girders, pipes, ducts or other obstructions where the clear height shall be a minimum of 6 feet, 6 4 inches. ''.d R309.2.1 Detached •ara•es. Detached •ara•es shall be se•arated from dwellin•s on •ame lot as required by Section R309.2 with opening protection as required by Section This provision shall not apply to garage walls that are perpendicular to the adjacent ling unit wall. gxception: Detached garages that are separated from the dwelling by a minimum 4istance of 10 feet. 310.1 Emergency escape and rescue openings required. Habitable spaces 'thin basements and every sleeping room within the dwelling shall have at least one 42 1UWu Ul 1YIULLY111G Building Department Residential Accessory Structure Plan Review Form Date: ,.S/7/0 Job Address / / rA<K J la / 4;„ Job Description: yo LTC' 7/ G t' 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.O.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 SITE PLAN Permit application not completed Plans required Permit fee due$ Plans do not match the building plans Permit fee to be calculated Finish floor elevation not indicated Worker's comp.affidavit or worker's comp.certificate to be submitted_ Distance from the property line(s)to the structure not identified Copy of contractor's registration or license required Structure dimensions not provided Construction permit sign-off sheet required with appropriate approvals,it shall Existing and proposed contours are not provided or insufficient be the applicant's responsibility to obtain the required signatures Footing drain discharge not identified Affidavit required from the bolder of the registration or license authorizing you Utilities not provided(electrical,phone,cable,sewer,water,gas) to apply for a permit with their information Delineation of flood hazard areas and design flood elevation is required per Provide supporting documentation to show compliance with the 2003 IECC section RI 06.1.3 (www.energycodes.gov)OR Private sewage disposal system to be identified along with all technical and soil • One-and Two Facey Dwellings with<15%glazing ram to conform to the data as per section RI06.2.1 requirements of section NI 102.1 Grading is to slope away from the building,provide more detailed information • Townhouses with <25%glazing area to conform to the requirements of Plan submitted is not the same plan that has been approved by the Zoning section NI102.1 Department and/or Health Department Two sets of construction documents required,ed, this includes all engineering Retaining wall—construction ruction documents required data,calculations and all other documentation(RI 06.1) Retaining wail documents required to be stamped and signed by a Connecticut Documents are copyright protected,provide original plans or a Idler from the Registered Professional Engineer designer authorizing the duplication of the plans Field set of the approved construction documents are required to be picked up FOUNDATION from our crffix and must be available on site during all inspections c No plans submitted or insufficient information Construction documents shall be of sufficient clarity to indicate the location, Dimensions required nature and extent of the work proposed as per section RI 0611 Wall thickness not identified Construction documents do not match the orientation of the structure on the Footing size not identified site plan • Frost protection not identified or is insufficient Col®type,size,spacing not identified or insufficient WIND LIMITATIONS Waterproofing details not provided or insufficient Submit supporting data to show conformance with the wind limitations (3 Pier type,size and anchor drrails not provided or insufficient second gust®110 mph) Engineered foundation plan required Design publication needs to be identified(WFCM,chapter 3;WFCM,chapter Crawl space ventilation,location,type and size not provided or insufficient 2;ASCE 7-2002;SSTD10-99) Crawl space access,location and size not provided or insufficient Documents required to be stamped and signed by a CT registered Professional Engineer WINDOWS&DOORS Documents must be designed to either Door sizes not identified • Wood Frame Construction Manual,2001 edition Window size&type not identified • ASCE 7-2002 edition Window header size nut identified or insufficient • SSTD 10—1999 edition Door header size not identified or insufficient Documents required to be stamped and signed by a CT registered Professional Fnpneer if based on ASCE 7-02 or WFCM chapter 2 GARAGE and CARPORTS Shearwalls not identified on the construction documents or arc insufficient No plan submitted or insufficient information provided Shearwall calculations required Building section required Ridge connection not identified or insufficient Opening protection between the garage and residence is not identified or Roof-to-wall connection not identified or insufficient insuffiaentpa section R309.1 Wall-to-wall connection not identified or insufficient Separation between the garage and the residence is not identified or insufficient Wall-to-sill connection not identified or insufficient per section R309.2 Provide engineering data for the piers to resist gravity,lateral,shear and uplift loads,stamped and signed by a CT licensed design professional ELEVATIONS. Hold-down devices,location and type not identified or insufficient No ply submitted or insufficient information Foundation anchor spacing not identified or insufficient Plans do not match the floor plans Construction documents do not match the engineering data submitted Finish grade not identified or does not match the site plan Cold-formed steel framing shall be designed in accordance with COFS/PM- Building height(s)not identified 2001 edition Dimension height of chimney Roof pitches not identified Pevised9fay 4,2007 >ownorIVlonrvllle Building Department STAIRS wn SHEDS Structure has an area of more than 400 square feet- frost protection is not identified or insufficient required,provide details(8403.1.4.1) not identified or insufficient Rave heightis red for closed riser stairsgreater than 10 fed-frost protection is required,provide details (8403.1.44.1) g can not allow the passage of a 4"sphere Ground anchors are -detailed plans required required-provide information and details detailed plans required POOLS/HOT TUBS xluired to be minimum of 36-above the required handrail height Provide information and details for battier ul not provided or insufficient detail Gate can not swing out over stairs ail not provided or insufficient detail Gate required to swing away from the pool area tight not identified or insufficient Sidewall support brackets required to be squired at the bottom of the stairs protected by a barrier, provide information and derails equired at the top of the stairs Gates to self-closing and self-latching required provide details and moons Doors from residence required to be alarmed OR self-closing,self-latching FRAMING on pump receptacle dimension from the pool wall is required-show location on plan I spacing not provided or insufficient General purpose receptacle required ed(min. 10 ft,max 20 ft from pool)-show e not provided or insufficient location on the plan d showing joists,beams and openings Wrong type not identified or unclear bons not provided or indicated Wiring method not identified or unclear ction not indicated or unclear Burial depth not identified or unclear :size net provided or insufficient Bonding regmements not identified or unclear Is&spacing not provided Light fixtures-manufacturers installation instructions required panned Electrical plan required for pool panned m data for all unaligned wall and floor bearing points FLOOD-RESISTANT CONSTRUCTION(R323) of identified on beam data Documentation required to be submitted for the connection,anchored to resist than 71^to grade to be pressure treated or decay resistant t flotation,collapse or permanent lateral movement - must be stamped and signed by a Connecticut Professional Delineation of flood hazard areas,floodway boundaries, and flood zones and the flood design elevation to be identified on the site plan(8106.13) neenng data req1°nd Elevation of the proposed lowest floor,including basement;in areas of shallow inOerrrrg data required flooding (AO zones), the height of the proposed lowest floor, including not provided or insufficient basement,above the adjacent highest grade shall be identified(8106.1.3) Electrical systems, equipment and components, and beating, ventilation, air DECKS/PORCHES conditioning and plumbing appliances, phrmbing rectums, duct systems, and documents requiredother service equipment shall be located at or above the design flood elevation equired ging not indicated • ELECTRICAL INFORMATION size not provided or insufficient Plans required showing panel locations,GEC)',switches,lights and receptacle x&spacing not provided locations panned Panel location not identified ianncd Receptacle locations not identified or insufficient w attachment and fleshing detail GFCI receptacle locations not identified or insufficient pacing not indicated Lights and switches not identified or insufficient k above adjacent finished grade not provided Location of time clock not identified not identified or insufficient match site plan FUEL GAS INFORMATION LP—Gas tank sin and location not identified on the plans Trench detail not provided or insufficient Piping diagram not submitted or insufficient )/r,`OvbPX /.e1/, etc ./ /e 774 P J �f•I �i 4 e C0,7L%/eG iJ 1 S f O,S/ 7/? J P ,.f 7` 14,7 e- c Z e C /l7 {c- t / / L, f C%//0 J reviewed by. EL D. Vesey II David M.Jensen Charles Corell ing Official Deputy Building Ofcia1 Building Inspector v:w 7A ,,YState of Connecticut N x, ', 1, r Workers' Compensation Commission : %.%,,./....z1 it Please TYPE or PRINT IN INK c' Proof of Workers' Compensation Coverage when Applying for a Building Permit for the Sole Proprietor or Property Owner who WILL NOT act as General Contractor or Principal Employer Applicant for Building Permit Name of Applicant for Building Permit - i.0 _ ' , �/// Property located at /C-i e/4- 14-77ç �'A)r - in the City/Town of DA-v-Th4L,Efi diG 6 701 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: 1C1 I am the OWNER of the above-named property.I WILL NOT act as the general contractor or principal employer. k73: ,. ..,,,,,,,______ Signature of OWNER Applicant 'a,7 _ ❑ 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