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Home My WebLink AboutDeck 2004 Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville,CT 06382 (860)848-3030, Ext. 382 Building Permit Permit Number: B2004-0269 Date: 28-May-04 Map/Lot: 103/064-000 Owner ID 120000 Job Location: POU VS 1 ANF Unit Job Description: deck . Owner: Contractor: Elizabeth A Markham 'Elizabeth Markham 3 Polly's Lane 3 Pollys Lane Uncasville Ct. 06382- Uncasville CT 06382 Telephone: (860)848-0765 Lic/Reg Type/No. 0 Exp Date: Tenant: Self Telephone: Construction Values Permit Fees Construction Information Building Value: $6,144.00 Building Fee: $40.00 Use Group: R4 Plumbing Value: $0.00 Plumbing Fee: $0.00 Code: 1995 CABO Mechanical Value: $0.00 Mechanical Fee: $0.00 Construction Type: 5B Electrical Value: $0.00 Electrical Fee: $0.00 Permit Code: R10 Other Value: $0.00 Other Fee: $0.00 Comments: Total Value: $6,144.00 CO Fee: $10.00 Plan Review Fee: $4.00 State Ed Fee: $0.98 Total Fees: $54.98 It is the owners responsibility to schedule the following inspections(minimum 48 hours notice required): ✓ 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 O Rough Framing ❑ Firestopping/draftstopping ❑ Rough Electrical ❑ Insulation ❑ Electrical Service CRS#: _ 0 ❑ Final Inspection ❑ Rough plumbing and leak test El Certificate of Occupany ❑ Gas piping and test Building Official's Signature: Town of Montville Building Department 310 Norwich-New London Tpke. Tel. 848-3030, Ext 382 Uncasville,CT 06382 Fax. 848-7231 Residential Building Permit Application Form Permit#4 q p E2 6 New Construction 111 Addition 0 Alteration 0 Accessory Structure ❑ Single'Family 0 Two-Family 0 Townhouse Job Address & Bays IANe (Number) (Street (Unit) Job Description PORch Owner,E/;whe;`i /1A/2 K h,) Ai Mailing Address ,g 4a-res 61Ne City iN(r1.v r 11 e_ State 0:7- Zip 66 3 (,2 Tel 56e / g`iL/lJ 76,5" Contractor 19tun)e. r Mailing Address City State Zip Tel / / Contractor's License/Registration Type&Number Exp. Date / / 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. Separate applications are required for electrical, lumbing,mechanical, etc. Owner/Agent Signature/4 - �� ,�/ G � Date 0 i / Og" Construction Value Fee Building $ Abou71-# 1, 0 96 $ Plumbing $ $ Mechanical $ $ Electrical $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total $ $ (See1cverse side for additional requirements) i Town of Montville Building Department Receipt Date / Zy / oy No. `` ,3 > z' w From: Job Address: 044-`''1 Amount $ 59 Check Check # i I ureic one) Received by S (----s- � ,.., Permit # Permit Fee Calculation Spreadsheet MISCELLANEOUS PERMIT CALCULATION Pools&Spas Above Ground Round EA $ 3.150.00 S Above Ground Oval EA $ 5,250.00 $ In-Ground EA $ 18,900.00 $ Heater EA $ 3,465.00 S Hot Tub EA $ 5,250.00 $ Roofing Strip&Reroof SQ $ 207.20 $ Overlay SQ $ 127.05 $ Plywood SQ $ 101.85 $ Sheds SF $ 26.25 S Electrical Service 100 Amp EA $ 816.43 $ 200 Amp EA $ 1,519.19 $ 400 Amp EA $ 6,039.29 $ Breezeway/Decks Open 150 SF S 17.17 $ 2,575.50 Enclosed SF S 94.76 $ Porches Open SF $ 62.69 $ Enclosed SF $ 123.90 S TOTAL BUILDING CONSTRUCTION COST $ 2,575.50 PERMIT FEE Building $ 40.00 Electrical S $ - $ - CO Fee S 10.00 Plan Review $ 4.00 State Ed Fee $ 0.98 Total Fees $ 54.98 Based on 2003 RS Means Residential Cost Data 5/24/04 STATE OF CONNECTICUT WORKERS' COMPENSATION COMMISSION Building Permit Affidavit for Property Owners or Sole Proprietors (Conn. Gen. Stat. § 31-286b) Property located at: // 14,vs- In rS the town of V KCitsrr i it Name of building permit applicant: Please checkkpne: 1. ✓ 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 t o § 3 1-286b, "a property owner o r s ole proprietor [who] intends t o act as a general contractor o r 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 e: 1. I do not intend to act as a general contractor or principal employer. and topere]d Si ature of app scant 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 t hat I w ill require p roof o f w orkers' c ompensation i nsurance for e very c ontractor, subcontractor, o r o ther worker b efore h e/she e ngages i n 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 RESIDENTIAL CONSTRUCTION PERMIT SIGN-OFF SHEET 3 s CANE ()/V CASVa l!E Property Address Job Description: Tro"4 .e?)(-4,11 The applicant is responsible for the completion of the form, no permit will be issued until all signatures below have been obtained. f,-BEALTH DISTRICT 848-3030,Ext.339 Approved No Permit ❑ Permit#: ❑ Required Septic System Date Approved No Permit ❑ Permit#: ❑ Required Private Well Date ,e,. 'WPCA DEPARTMENT 848-3030,Ext 376 Approved • tcp4, I pp No Permit / 6q ❑ Permit#: Required unicipal Se Date Building Trap ❑ Outside ❑ Inside Approved No Permit ❑ Permit# ❑ Required Municipal Water Date DEPARTMENT OF PUBLIC WORKS 848-7473 Approved � �N Permit Director Date �❑ Permit#: c=,� '�Kequired ` PLANNING&ZONING DEPARTMENT 848-3030,Ext.379 �j Approved No Permit COURQA" 4 c--� S Lao) 1 Df, Permit#: q_ 1( [1] Required Zo i Date Approved No Permit • ❑ Permit#: X Required Inland-Wetlands Date Ine home Depot#6215 816 HARTFORD TURNPIKE, WATERFORD, CT 06385 (860)437-1900 Wed May 19 15:25:06 2004 The materials for this project will cost $1096.21 MICHAEL HOUSER 25X6 DECK PLAN 322570. 3D View S-/cP1414A - 36, S-ier r-k19iT' i a s 4-e p ,t 0,I - ' 7 ,t,Alaers - 2,1( 1Z, , 1 Zoo A /0e �,p loo 3% s, A� 1115 l�' (( , r3,0_ o 7.0k 1 1 , }a I f 37 F10Q5C •A V0° —�1 / rr.f Ali .., ..,,,, „ !A . - - LI — — i'al irfri....,. 1 . ..r./.. pi 1 L .1 -,,_1.: - . -., _ i ,... / -` 1 li 1111:11.1.7 dVV , ' '' , 1 ,,,,---21 , ,,1`� �� tO 1 RCMRCM `� `�`�'� Fao'"�CaQ GROG 0 GA-11°4 r\ o use" r G I TO t x-16 z 7 -qaAO 33 FkO'A iso rc.� 113 To 161140e, cRE I ..... -------- rill S 819-d 800/900'd 181-1 2198-101-098-1 HS30 Odd 51Z9n 10d30 360H-YYOdd VYdVO:ZI POO -OZ-AYY1 816 HARTFORD TURNPIKE. WATERFORD, CT 06385 (860) 437-1900 _ Wed May 19 15:25:06 2004 The materials for this project will cost$1096.21 MICHAEL HOUSER 25X6 DECK PLAN 322570 Post Layout for Deck 1 • • ~ N 5' 9^ j IL 5 ' 9" 4" 7 n rn 4" BasePoint` e T 1 N • • 819-d 800/Z00•d P61-i Z196-101-098-I MO Odd 9IZ9n i0d30 WH-Y10dd VidSO:ZI 1700Z-OZ-AV11 816 HARTFORD TURNPIKE, WATERFORD, CT 06385 (860) 437-1900 Wed May 19 15:25:05 2004 The materials for this project will cost 31096.21 MICHAEL HOUSER 25X6 DECK PLAN 322570 Deck Dimensions for Deck 1 25 '- - , • _ • 111 1 1I 4 3 sr 25 ' 25' Joist Spacing = 16 in. o.c. Baluster Spacing = 3 3/4" Toe Spacing o 3 3/4" Railing Height = 36" 819-d 800/E0O'd P51-1 1196-101-098-1 NS30 Odd 91Z9q 10d30 110H-161Odd YVdEO:ZI PON-OZ-AY The Home Depot#6215 816 HARTFORD TURNPIKE, WATERFORD, CT 06385 (860)437-1900 Wed May 19 15:25:06 2004 The materials for this project will cost$1096.21 MICHAEL HOUSER 25X6 DECK PLAN 322570 Deck Layout ? ■ ■ - 'I The Home Depot#6215 816 HARTFORD TURNPIKE, WATERFORD, CT 06385 (860)437-1900 Wed May 19 15:25:30 2004 MICHAEL HOUSER 25X6 DECK PLAN 322570 Construction Specifications deck 1: Construction Method = Beam Flush With Joist Footing Type = Pier In-Ground Live Load = 60 Dead Load = 10 Decking Spacing = 0 1/8" Joist Spacing = 16" .Beam Spacing = 72" Post Spacing =98 5/32" Decking = 514X6 ACQ Premium Southern Pine No. 2 Beams =2X8 .25 ACQ Southern Pine No. 1 Joists = 2X5 .25 ACQ Southern Pine No. 1 Posts=4X4 ACQ Southern Pine No. 2 Deck Height= 18" Diagonal Bracing = No Deck Skirt= No Joist Overhang = 0" Beam Overhang =0" Decking Deflection Factor= 360 Joist Deflection Factor= 360 Beam Deflection Factor= 360 Pref Decking Size= Pref Joist Size= none Pref Beam Size= none Pref Post Size = none Stair 3: Step Width = 36" Step Height= 18" Step Rise = 5 9/16" Step Run = 11" Stringers = 2X12 ACQ Southern Pine No. 2 Risers= 5/4X6 ACQ Premium Southern Pine No. 2 Treads = 5/4X6 ACQ Premium Southern Pine No. 2 Railing 4: Railing Height= 36" Baluster Spacing= 3 3/4" Railing 5: Railing Height= 36" Baluster Spacing=3 3/4" Railing 2: Railing Height= 36" Baluster Spacing = 3 3/4" Railing 3: Railing Height= 36" Baluster Spacing =3 3/4" Stair 1: 829-d 8OO/1+OO'd P61-1 2196-l01-098-1 NS30 Nid 91Z9a 10d30 3110H-V1O21d WdEO:Z1 1700Z-OZ-AM The Home Depot#6215 816 HARTFORD TURNPIKE, WATERFORD, CT 06385 (860) 437-1900 5/19/2004 MICHAEL HOUSER 25X6 DECK PLAN 322570 Materials for Deck: Qty UOM SKU Use Description 84 EA 557285 Baluster 2X2-421N. NO.1 SINGLE POINT BALUSTER 6 EA 255618 Beam 2X8-10#1 SYP .25 ACQ/CA 1 EA 168768 Decking 5/4 X6-8FT THOMPSONIZED DECK ACQ/CA 27 EA 168793 Decking 5/4 X6-12FT THOMPSONIZED DECK ACQ/CA 8 EA 255278 Joist 2X6-8#1 SYP .25 ACQ/CA 10 EA 255411 Joist 2X6-12#1 SYP .25 ACQ/CA 1 EA 256276 Post 4X4-8#2 ACQ/CA 1 EA 257974 Post 4X4-10#2 ACQ/CA 8 EA 256276 Railing Post 4X4-8#2 ACQ/CA 2 EA 255988 Stair Stringer 2X12-10#2 ACQ/CA 4 EA 167894 Tread 5/4X6-10 THOMPSONIZED DECK ACQ/CA 7 EA 254258 V Bottom Rail 2X4-8#1 SYP .25 ACQ/CA 7 EA 254258 V Top Rail 2X4-8#1 SYP .25 ACQ/CA 40 EA 865827 2x6 Joist Hanger ZMAX 2X6 JOIST HANGER 8 EA 208227 4x4 Post Foot Brkt POST BASE 4X4 Z-MAX 8 EA 544208 Anchor Bolt CARRIAGE BOLT-GALV. 1/2 X 8 8 EA 538892 Anchor Nut HEX NUT GALV 1/2 8 EA 538981 Anchor Washer FLAT CUT WASHER GALV 1/2 1 EA 735002 BafusterScrewGreen 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 16 EA 169765 ConcPierin-Ground 80LB. CONCRETE MIX 2 EA 735003 Deck Screws3inGreen GREEN 5LB 3 IN DECKMATE DECK SCRW 3 PK 462810 Hanger Nails 2x6 10D JOIST HANGER NAILS 1 EA 192708 Joist Framing Nails 16D 3-1/2" HOT GALV COMMON 5 LB 32 EA 544208 Rail Post-Bolt CARRIAGE BOLT-GALV. 1/2 X 8 32 EA 538892 Rail Post-Nut HEX NUT GALV 1/2 32 EA 538981 Rail Post-Washer FLAT CUT WASHER GALV 1/2 1 EA 735002 Step Screw Green GREEN 5LB 2 1/2IN DECKMATE DECK SCRW The total cost of in stock materials is$1096.21 plus tax. This estimate was created on 5/19/2004 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 INSPECTOR. THE COMPANY ASSUMES ABSOLUTELY NO RESPONSIBILITY FOR THE CORRECT USE OF THIS PROGRAM. ALL OUTPUT SHOULD BE EXAMINED BY A QUALIFIED PROFESSIONAL TO DETERMINE IF THEY ARE REASONABLE AND ACCURATE. 819-d 800/100'd P62-1 Zl96-101-098-1 NS3O Odd 91Z9a 10d30 311OH-11Odd 11d170:ZI POOZ-OZ-AYYl Step Width = 36" Step Height= 18" Step Rise= 5 9/16" Step Run = 11" Stringers = 2X12 ACQ Southern Pine No. 2 Risers= 5/4X6 ACQ Premium Southern Pine No. 2 Treads= 5/4X6 ACQ Premium Southern Pine No. 2 Railing 6: Railing Height= 36" Baluster Spacing = 3 3/4" Railing 7: Railing Height= 36" Baluster Spacing = 3 3/4" Railing 1: Railing Height= 36" Baluster Spacing = 3 3/4" 819-d 800/500'd P52-1 Zl96-101-098-1 NS30 Odd 51Z9A 10d30 3WOH-11Odd WdPO:Zl 1700Z-OZ-AWI