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Home My WebLink About2006 - Deck Town of Montville Building Department Certificate of Occupancy for Deck at 48 ALLEN DRIVE This is to certify that the construction described conforms substantially to the requirements of the State of Connecticut Building Code as per Section 29-265 of the Connecticut General Statutes and Zoning Regulations as adopted by the Town of Montville and is hereby approved for use and occupancy. Permit Number: B2003-0331 Special Conditions: Map/Lot: 090/050-OOA Use Group: R-4 u Code: 1995 CABO Construction Type: 5B Owner: Edward and Rebecca A Zubritsky 48 Allen St Uncasville CT 06382 "WednesdAugust 022006 g Offici CO Issued: Town of Montville Building Department 310 Norwich-New London Tpke. Uncasville, CT 06382 Tel. 860-848-3030, Ext. 382 Fax. 860-848-7231 5/09/06 Edward and Rebecca A Zubritsky 48 Allen Drive Montville, CT 06382 Dear Mr. and Mrs. Zubritsky During a resent review of our files it was establish that a deck constructed under permit # B2003-0331, dated 30-Jul-03 is lacking the required final inspection for the issuing of a certificate of occupancy. Per section 111 in CABO of the Connecticut State Building Code, "For onsite construction, from time to time the building official, upon notification from the permit holder or his agent, shall make or cause to be made any necessary inspections and shall either approve that portion of the construction as completed or shall notify the permit holder or his or her agent wherein the same fails to comply with this code." Please call our office at the number listed above to schedule the required inspection(s) and inform use as to the status of the work performed under this permit, in order to close out this permit. Enclosed is a sign off sheet that must be signed by Planning and Zoning and brought to our office, in order for the certificate of occupancy to be issued. Respectfully yours David M. Jensen Building Inspector cc: File E Town of Montville f: Building Department Date Field Inspection Notice Permit I - Job Location Approved Type of Inspection ffT i ❑ Not Approved - Please call for re-inspection when the following corrections have been completed: Building office Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville, CT 06382 (860) 848-3030, Ext. 382 Building Permit Permit Number: B2003-0331 Date: 30-Jun-03 Map/Lot: 090/050-OOA Owner ID 1536 Job Location 48 A.J, L N-URIV.E _ Unit Job Description: Deck Owner: Contractor: Edward and Rebecca A Zubritsky" Ed Zubritsky 48 Allen Drive 48 Allen St Uncasville CT 06382- Uncasville CT 06382 Telephone: (860) 848-2719 Lic/Reg Type/No. 0 Exp Date: Tenant: N/A Telephone: Construction Values Permit Fees Construction Information Building Value: $3,742.00 Building Fee: $22.00 Use Group: R-4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1995 CABO Mechanical Value: $0.00 Mechanical Fee: $0.00 Construction Type: 5B Electrical Value: $0.00 Electrical Fee: $0.00 Permit Code: RIO Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $3,742.00 CO Fee: $10.00 Plan Review Fee: $2.20 State Ed Fee: $0.60 Total Fees: $34.80 It is the owners responsibility to schedule the following inspections (minimum 48 hours notice req uir dA d❑ Footing - Prior to pouring concrete ❑ Rough HVAC ❑ Backfill - Footing drains and waterproofing ❑ Fireplace Throat ❑ Concrete Slab - Prior to pouring concrete ❑ Chimney - One flue above thimble ❑ Rough Framing ❑ Firestopping/draftstopping ❑ Rough Electrical ❑ Insulation ❑ Electrical Service ❑ Final Inspection ❑ Rough plumbing and leak test Certificate of Occupany ❑ Gas piping and test Building Official's Signature: Town of Montville r, ` Building Department Permit # 310 Norwich-New London Tpke. Tel. 848-3030, Ext 382 Uncasville, Cr 06382 Fax. 848-7231 One & Two Family Building Permit Application Form D Nfw Construction ❑ .Ad&= ~ Afuwtim ❑ .Accessory Structure ❑Ot6er Job Location Hl 1-1"1, P-P~ r Job Description/Materials T-~~e eC M Owner Z 4 Mailing Address 4 c~ Mi City h C,06i\61 k 1 e- State Zip(2~ Tel Q l 1 ca~~ 1 Contractor Mailing Address. tY State zip Tel -J-J Contractor's License/Registration Type & Number Exp. Date----j---/ I hereby certify that the proposed work will conform to the Basic Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. Owner /Agent Signature. Date-6--f jY / 63 Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ Other $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total (See *eerse side for ad4tiond requireanents) Town of Montville ~wO Residential Permit RequirementO40 , ❑ Two (2) complete sets of construction documents (to scale) are required and shall show the following information if applicable. This list is not all-inclusive, additional information may be required for your particular project. • Supporting Documentation • Building Section(s) & Details Completed signed and dated Building Permit Application Floor-to-floor heights Permit fee - calculated upon completion of plan review Material type, size, and spacing Completed building permit affidavit for property owners or sole Stair details (rise, run, treads, nosing, width, headroom) proprietors or copy of wddm compensation insurance Handrail details Copy of Contractor Registration or license Guardrail details Construction permit sign-off sheet signed by all departments Roof ventilation Model Energy Code Analysis Heat loss calculations • .Framing plaus Engineering data for steel beams, engineered lumber, roof trusses or any other engineered products Design loads - for floors, ceilings, roofs or design Street address of project on all drawings and documents Bearing partitions Direction of flaming • Site plan Spans, beam Wood species and grade Property lines Framed openings Distance firm property to structure Sheathing type and thickness Structure dimensions Window and door header sizes Driveway Decking material, size, spacing Topography (existing and proposed) Note: Unusual structural conditions may require that additional Footing drain inverts, outlet and separation engineering backup be submitted Proposed utilities Wetlands and flood zone limits and elevation • Chimneys and Fireplaces Signed by P & z, Wetlands, Uncas Health, WPCA Clearances to combustible materials Manufactures data for metal flues • Foundation Plan Exterior fresh air source for fireplaces Assumed soil bearing pressure Flue sizes Dimensions Manufacturers data and installation instructions for metal fireplaces Wall thickness Footing sizes • 'Electrical Plan(s) Anchor bolts, size and spacing Panel location(s) with main size Window and door sizes and locations Meter socket location Hatchways Outlet locations columns GFCl outlet locations Floor construction data Smoke detector locations Drainage details Waterproofing details Lights and switches Crawl space ventilation Appliance1equipment circuits Crawl space access Stair illumination Concrete strengths . Mechanical plan(s) • Floor plan(s) Dryer vent Dimensions Bathroom exhaust ventilation (natural or mechanical) type and size Door and window sizes, egress window Hood exhaust Glazing in hazardous locations Type of heat Garage/dwelling opening protection. Heating, ventilation, and air conditioning plant location Garageldwelling separation Oil tank size, location, and piping Kitchen layout LP-Gas tank location, size, and piping Bathroom layouts, tub sizes in gallons, space clearances Make-air requirements Indicate use of all rooms Manufacturers data for equipment Stair location Attic access location and size + Plumbing plan(s) Square footage for each habitable level of the structure Building trap location if on municipal sewer kequited light and ventilation for each habitable room sewer location i Domestic water location + Elevations - minimum of two required Manufacturers data for whirlpools, corner tabs, & larger tubs Type of siding Water heater size, type, and location Roofing Other finishes Finish grades Note: One set of aonroved plans is required to be kept on Building heights site at all times. Height of chimney above roof Roof pitch T f ~g--tille Building Departrr--~~t Receipt Town o No. Z Date --,t/2-L-~; 0 ° - c am, v )2S k- From: Job Address: A Cash Check Check # Amount (circie one) E: C ~~r Permit # Received by N l STATE OF CONNECTICUT WORKERS' COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn. Gen. Stat. § 31-286b) Property located at: U-YN ~Dr in the town of _f Y1cnAS k e- Name of building permit applicant: Please check one: 1. V" I am the owner of the above property. 2. I am the sole proprietor of a business. 2A. Name of business: 2B. Federal Employer Identification Number (FEIN) Pursuant to § 31-286b, "a property owner or sole proprietor [who] intends to act as a general contractor or principal employer" may provide either a certificate of workers' compensation insurance or a "sworn affidavit... stating that he will require proof of workers' compensation insurance for all those employed on the job site in accordance with this chapter." Please chec}~ one: 1. ✓ I do not intend to act as a general contractor or principal employer. [Sign an s p here] Signature of applicant 2. I intend to act as a general contractor or principal employer. Applicant must either provide a certificate of workers' compensation insurance or sign the affidavit below. Affidavit I hereby swear and attest that I will require proof of workers' compensation insurance for every contractor, subcontractor, or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act (Chapter 568). I understand that pursuant to § 31-275 C.G.S., officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office; and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. Signature of applicant Subscribed and sworn to before me this day of , 200-. (Notary Public/Commissioner of the Superior Court) Town of Montville Building Department 848-3030, Ext 382 ONE & TWO FAMILY CONSTRUCTION PERMIT SIGN-OFF SHEET 't ~S 6d- t Ire Property Address Job Description: f c The owner/agent shall be responsible for the completion of the form, no certificate of occupancy will be issued until ail signatures below have been obtained. HEALTH DISTRICT 848-3030-882 Approved ❑ Permit ❑ Not Applicable Septic System Date Approved ❑ Permit ❑ Not Applicable Private Well Date WPCA DEPARTMENT 848-3030, Ext. 881 Approved _ G 0 ❑ Permit 41 Not Applicable Municipal Sewer Date House Trap ❑ Outside ❑ Inside Approved ❑ Permit # ❑ Not Applicable Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-,7473 proved ertnit ❑ XNplicable Nft~ Date PLANNING k ZONING DEPARTMENT 848-3030. Ext. 81 cl~JL In-Compliance 3 b~ Permit #003 - 1 8J 1 ❑ Not Applicable Zoning ate In-Compliance ❑ Permit ❑ Not Applicable Inland-Wetlands Date r CONSUL,ER INFORMATION SHEET THIS WOOD HAS BEEN PRESERVED BY PRESSURE TREATMENT WITH AN EPA-REGISTERED PESTICIDE CONTAINING CHROMATED COPPER ARSENATE (CCA) TO PROTECT IT FROM TERMITE ATTACK AND DECAY. WOOD TREATED WITH CCA SHOULD BE USED ONLY WHERE SUCH PROTECTION IS IMPORTANT. CCA PENETRATES DEEPLY INTO AND REMAINS IN THE PRESSURE-TREATED WOOD FOR A LONG TIME. EXPOSURE TO CCA MAY PRESENT CERTAIN HAZARDS. THEREFORE, THE FOLLOWING PRECAUTIONS SHOULD BE TAKEN BOTH WHEN HANDLING THE TREATED WOOD AND IN DETERMINING WHERE TO USE OR DISPOSE OF THE TREATED WOOD. USE SITE PRECAUTION FOR CCA PRESSURE-TREATED WOOD * WOOD PRESSURE-TREATED WITH CCA PRESERVATIVES MAY BE USED INSIDE RESIDENCES AS LONG AS ALL SAWDUST AND CONSTRUCTION DEBRIS ARE CLEANED UP AND DISPOSED OF AFTER CONSTRUCTION. * DO NOT USE TREATED WOOD UNDER CIRCUMSTANCES WHERE THE PRESERVATIVE MAY BECOME A COMPONENT OF FOOD OR ANIMAL FEED. EXAMPLES OF SUCH SITES WOULD BE STRUCTURES OR CONTAINERS FOR STORING SILAGE OR FOOD. * DO NOT USE TREATED WOOD FOR CUTTING-BOARDS OR COUNTERTOPS. * ONLY TREATED WOOD THAT IS VISIBLY CLEAN AND FREE OF SURFACE RESIDUE SHOULD BE USED FOR PATIOS, DECKS AND WALKWAYS. * DO NOT USE TREATED WOOD FOR CONSTRUCTION OF THOSE PORTIONS OF BEEHIVES WHICH MAY COME INTO CONTACT WITH THE HONEY. * TREATED WOOD SHOULD NOT BE USED WHERE IT MAY COME INTO DIRECT OR INDIRECT CONTACT WITH PUBLIC DRINKING WATER, EXCEPT FOR USES INVOLVING INCIDENTAL CONTACT SUCH AS DOCKS AND BRIDGES. HANDLING PRECAUTIONS FOR CCA PRESSURE-TREATED WOOD * DISPOSE OF TREATED WOOD BY ORDINARY TRASH COLLECTION OR BURIAL. TREATED WOOD SHOULD NOT BE BURNED IN OPEN FIRES OR IN STOVES, FIREPLACES OR RESIDENTIAL BOILERS BECAUSE TOXIC CHEMICALS MAY BE PRODUCED AS PART OF THE SMOKE AND ASHES. TREATED WOOD FROM COMMERCIAL OR INDUSTRIAL USE (E.G., CONSTRUCTION SITES) MAY BE BURNED ONLY IN COMMERCIAL OR INDUSTRIAL INCINERATORS OR BOILERS IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. * AVOID FREQUENT OR PROLONGED INHALATION OF SAWDUST FROM TREATED WOOD. WHEN SAWING AND MACHINING TREATED WOOD WEAR A DUST MASK. WHENEVER POSSIBLE, THESE OPERATIONS SHOULD BE PERFORMED OUTDOORS TO AVOID INDOOR ACCUMULATIONS OF AIRBORNE SAWDUST FROM TREATED WOOD. * WHEN POWER-SAWING AND MACHINING, WEAR GOGGLES TO PROTECT EYES FROM FLYING PARTICLES.* AFTER WORKING WITH THE WOOD, AND BEFORE EATING, DRINKING, AND THE USE OF TOBACCO PRODUCTS, WASH EXPOSED AREAS THOROUGHLY. * IF PRESERVATIVES OR SAWDUST ACCUMULATES ON CLOTHES, LAUNDER BEFORE REUSE. WASH WORK CLOTHES SEPARATELY FROM OTHER HOUSEHOLD CLOTHING. * TREATED WOOD SHOULD BE DRY BEFORE HANDLING. ADDITIONAL INFORMATION IS AVAILABLE AT WWW.EPA.GOV. EPA APPROVED The Home Depot # 6221 142 RIVER ROAD, LISBON, CT 06351,E-, r (860) 376-2047 Wed Jun 25 14:57:01 2003 The materials for this project will cost $1316.32 ED ZUBRITSKY DECK 20 X 12 49713 3D View ti ti t 12 G ar G cell e-i-" The Home Depot # 6221 142 RIVER ROAD, LISBON, CT 06351- (860) 376-2047 Wed Jun 25 14:57:012003 The materials for this project will cost $1316.32 9 ED ZUBRITSKY DECK 20 X 12 49713 Deck Layout K e =y The Home Depot # 6221 142 RIVER ROAD, LISBON, CT 06351 (860) 376-2047 Wed Jun 25 14:57:01 2003 The materials for this project will cost $1316.32 ED ZUBRITSKY DECK 20 X 12 49713 Deck Layout The Home Depot # 6221 142 RIVER ROAD, LISBON, CT 06351 (860) 376-2047 Wed Jun 25 14:57:01 2003 The materials for this project will cost $1316.32 ED ZUBRITSKY DECK 20 X 12 49713 3D View ti 4 4 4 The Home Depot # 6221 142 RIVER ROAD, LISBON, CT 06351 (860) 376-2047 Wed Jun 25 14:57:01 2003 The materials for this project will cost $1316.32 ED ZUBRITSKY DECK 20 X 12 49713 Deck Dimensions for Deck 1 20' N N N r-I r-I r-I I r-I Dec ;4 -61 4 fl- - 20' 201 Joist Spacing = 16 in. o.c. Baluster Spacing = 3 3/4" Toe Spacing = 3 3/4 Railing Height- 36"-'" The Home Depot # 6221 142 RIVER ROAD, LISBON, CT 06351 " (860) 376-2047 Wed Jun 25 14:57:01 2003 The materials for this project will cost $1316.32 ED ZUBRITSKY DECK 20 X 12 49713 Post Layout for Deck 1 I ,-a o N rl N co O N --rL 12'~ 12' li 6' i 11 3" 3 F' ~ o -4 N r-I The Home Depot # 6221 142 RIVER ROAD, LISBON, CT 06351 (860) 376-2047 6/25/2003 ED ZUBRITSKY DECK 20 X 12 49713 Materials for Deck: Qty UOM SKU Use Description 115 EA 557285 Baluster 2X2X42 #1 SINGLE PT.BALST-JLQ NOTE 8 EA 914037 Beam 2X6X8 PT .40 CCA Y/P NO. 1 2 EA 914053 Beam 2X6X12 PT .40 CCA Y/P NO. 1 1 EA 326626 Decking 5/4X6X8 PREM.THOMPSON DECKING.40 43 EA 326627 Decking 5/4X6X12 PREM. THOMPSON DECKING.40 9 EA 326626 H Top Rail 5/4X6X8 PREM.THOMPSON DECKING.40 1 EA 914037 Joist 2X6X8 PT .40 CCA Y/P NO. 1 17 EA 914053 Joist 2X6X12 PT.40 CCA Y/P NO. 1 1 EA 914053 Ledger 2X6X12 PT .40 CCA Y/P NO. 1 1 EA 914037 Ledger 2X6X8 PT .40 CCA Y/P NO. 1 4 EA 162841 Post Qc6 -4-X4X12 PT .40 CCA Y/P NO. 2 8 EA 162833 Railing Post #74X10 PT .40 CCA Y/P NO. 2 3 EA 796279 Stair Stringer 2X12 10 PT .40 #2 1 EA 326626 Tread 5/4X6X8 PREM.THOMPSON DECKING.40 5 EA 351792 Tread 514X6X10 PREM. THOMPSON DECKING.40 9 EA 162612 V Top Rail 2X4X8 PT #2 .40OCA YELLOW PINE 15 EA 462152 2x6 Joist Hanger 2X6 JOIST HANGER 8 EA 164365 4x4 Post Foot Brkt 4X4 ADJUSTABLE POST BASE 8 EA 654299 Anchor Bolt CARRIAGE BOLT 1/2X6 8 EA 538892 Anchor Nut HEX NUT GALV 112 8 EA 538981 Anchor Washer FLAT CUT WASHER GALV 1/2 1 EA 735002 BalusterScrewGreen GREEN 5LB 2 1/21N DECKMATE DECK SCRW 16 EA 544208 Beam Bolt 4x4 , CARRIAGE BOLT-GALV. 1/2 X 8 16 EA 538892 Beam Nut HEX NUT GALV 1/2 16 EA 538981 Beam Washer FLAT CUT WASHER GALV 1/2 24 EA 169765 ConcPierln-Ground 80 LB CONCRETE - JLQ NOTES 3 EA 735003 Deck Screws3inGreen GREEN 5LB 31N DECKMATE DECK SCRW 3 EA 174668 Flashing 1 5/8X1 5/8X8FT ALUM DECK FLASHING 1 PK 462810 Hanger Nails 2x6 10D JOIST HANGER NAILS 2 EA 192708 Joist Framing Nails 16D 3-1/2" HOT GALV COMMON 5 LB 16 EA 538981 Lag Bolt Washer FLAT CUT WASHER GALV 1/2 16 EA 928607 Ledger-Bolt LAG SCREW GALV 1/2 X 6 30 EA 544208 Rail Post-Bolt CARRIAGE BOLT-GALV. 1/2 X 8 30 EA 538892 Rail Post-Nut HEX NUT GALV 1/2 30 EA 538981 Rail Post-Washer FLAT CUT WASHER GALV 1/2 1 EA 735002 Step Screw Green GREEN 5LB 2 1/21N DECKMATE DECK SCRW The total cost of in stock materials is $1316.32 plus tax. This estimate was created on 6/25/2003 and is valid for 3 business days. Parameters from UBC.cod parameter file. Parameters used for Deck 1: 60 psf live load, 48 inch footing depth. WARNING: THIS IS NOT A FINAL DESIGN PLAN. VARIATIONS IN BUILDING CODES, SPECIFIC ARCHITECTURAL CONSIDERATIONS, OR SITE CONDITIONS MAY REQUIRE CHANGES TO THIS DESIGN. YOU ARE RESPONSIBLE FOR THE FINAL STRUCTURE, CODE VERIFICATION, MATERIAL USAGE, AND STRUCTURAL SAFETY OF THIS DESIGN. BE SURE TO CHECK AND VERIFY THE DESIGN WITH YOUR LOCAL ARCHITECT AND BUILDING The Home Depot # 6221 142 RIVER ROAD, LISBON, CT 06351 (860) 376-2047 Wed Jun 25 14:57:24 2003 ED ZUBRITSKY DECK 20 X 12 49713 Construction Specifications deck 1: Construction Method = Beam to Side of Post Footing Type = Pier In-Ground Live Load = 60 Dead Load = 10 Decking Spacing = 0 1/8" Joist Spacing = 16" Beam Spacing = 60" Post Spacing = 72" Decking = 5/4X6 Thompsonized Prem. Southern Pine Standard Beams = 2X6 .40 Treated Southern Pine No. 1 Joists = 2X6 .40 Treated Southern Pine No. 1 6x6 Posts = .40 Treated Southern Pine No. 2 Deck Height = 60" Diagonal Bracing = No Deck Skirt = No Joist Overhang = 12" Beam Overhang = 12" Decking Deflection Factor = 360 Joist Deflection Factor = 360 Beam Deflection Factor = 360 Pref Decking Size = Pref Joist Size = 2x6 Pref Beam Size = 2x6 Pref Post Size =-4-x* W Railing 1: Railing Height = 36" Baluster Spacing = 3 3/4" Stair 1: Step Width = 36" Step Height = 60" Step Rise = 7 11132" Step Run = 11" Stringers = 2X12 .40 Treated Southern Pine No. 2 Risers = 5/4X6 Thompsonized Prem. Southern Pine Standard Treads = 5/4X6 Thompsonized Prem. Southern Pine Standard Railing 4: Railing Height = 36" Baluster Spacing = 3 3/4" Railing 3: Railing Height = 36" Baluster Spacing = 3 3/4" Railing 2: Railing Height = 36" Baluster Spacing = 3 3/4" Railing 5: Railing Height = 36" Baluster Spacing = 3 3/4" Railing 6: Railing Height = 36" Baluster Spacing = 3 3/4" } cl te) e F 7 ~1 , ply a-' N 9 x I I P.RoPosED Permit Fee Calculation Spreadsheet MISCELLANEOUS PERMIT CALCULATION Pools & Spas Above Ground Round EA $ 3,150.00 $ Above Ground Oval EA $ 5,250.00 $ In-Ground EA $ 18,900.00 $ Heater EA $ 3,465.00 $ Hot Tub EA $ 5,250.00 $ Roofing Strip & Reroof SQ $ 207.20 $ Overlay SO $ 127.05 $ Plywood SQ $ 101.85 $ Sheds SF $ 26.25 $ Electrical Service 100 Amp EA $ 816.43 $ 200 Amp EA $ 1,519.19 $ 400 Amp EA $ 6,039.29 $ Breezeway/Decks Open 240 SF $ 15.59 $ 3,741.60 Enclosed SF $ 94.76 $ - Porches Open SF $ 62.69 $ Enclosed NSF $ 123.90 $ TOTAL BUILDING CONSTRUCTION COST $ 3,741.60 PERMIT FEE Building $ 3,742 $ 22.00 Electrical $ $ CO Fee $ 10.00 Plan Review $ 2.20 State Ed Fee $ 3,742 $ 0.60 Total: Fees $ 34.80 Based on 2003 RS Means Residential Cost Data 6/30/03 The Home Depot # 6221 ;142 RIVER ROAD, LISBON, CT 06351 , (860) 376-2047 Sun Jul 06 15:35:40 2003 The materials for this project will cost $1296.30 ED ZUBRITSKY 12X20 DECK 50394 Deck Layout P NJ The Home Depot # 6221 142 RIVER ROAD, LISBON, CT 06351 (860) 376-2047 Sun Jul 06 15:35:40 2003 The materials for this project will cost $1296.30 ED ZUBRITSKY 12X20 DECK 50394 Post Layout for Deck 1 co 0 0 12' - 12' 10' 10"i--111111111 ■ -',10' 10" 6'-- - ■ --~6' j 1 2 1 ' 2" 7 - T Base Point co r, , The Home Depot # 6221 142 RIVER ROAD, LISBON, CT 06351 (860) 376-2047 Sun Jul 06 15:35:40 2003 The materials for this project will cost $1296.30 ED ZUBRITSKY 12X20 DECK 50394 Deck Dimensions for Deck 1 - ----2 0 ' - i C, N N ' r-I i j I i I N Deck 1 2 0 ' - - - Joist Spacing = 16 in. o.c. Baluster Spacing = 3 3/4" Toe Spacing= 3 3/4" Railing Height = 36" The Home Depot # 6221 142 RIVER ROAD, LISBON, CT 06351 (860) 376-2047 Sun Jul 06 15:35:40 2003 The materials for this project will cost $1296.30 ED ZUBRITSKY 12X20 DECK 50394 3D View