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Home My WebLink About18x18 Deck 2006 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: B2006-0041 Date: 14-Mar-06 Map/Lot: 096/033-000 Owner ID: 5308000 Project Location: 63 PARK AVENUE EXTENSION Unit: Job Description: Deck 18'x 18' Owner Name: John K and Michelle A Williamson Tenant Name: N/A Careof: 63 Park Ave Ext Uncasville CT 06382- Telephone: Contractor Name: Property Owner Telephone: (860)848-7725 DBA: Lic/Reg Type: Lic/Reg No: 0 Exp Date: Construction Value Permit Fees Construction Information Building Value: $8,894.00 Building Fee: $72.00 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: $8,894.00 Penalty Fee: $0.00 Permit Code: R10 C of 0 Fee: $10.00 Comments: Plan Review Fee: $7.20 State Ed Fee: $1.42 Total Fee Paid: $90.62 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 El 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 Approval Building Official's Approval: Zee = vGL� ' . Town of Montville i • 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.eb24/00—oo J Type of Work Occupancy Type Permit Type ❑New Construction .'Single Family "-Building ❑Addition ❑Two-Family ❑ Plumbing ❑Alteration ❑Townhouse ❑Mechanical &__ ❑Accessory Structuur (r)�re ❑ Elect�rical CRS#: . Job'Address: r C - Pi Ue. -INVe., -)(_-/� (Number) (Street) (Unit) Job Description 1 (�. X ) 0 •DeCA .. pry . . (pat- G F Ho ti5e, . Owner: 0\ri JJ ‘\\\i Go-r .5 O)1 • Address: U,3 P car k L e n v e xf . City: U rA �J C /v/+I/� / '2,25 . State: C _ 4/ Zip Code: �PJ (J • Telephone: v 59 �/ + a / l 7✓/C&5 . Contractor: . DBA: Address: City: State: Zi• p 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 through 42 of the Residential Code. Owner/Agent Signature: h 2\ 4j Date: 3"-/a - 0 6 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: • Rj viced(December 31,2005 Town of Montville Building Department File Receipt Date: 10-Mar-06 Receipt No: 1082 Received From: Job Address: 63 Park Avenue Extension Fees Collected State Educational Training Fee Cash: $90.62 Cash: $0.00 Check: $0.00 Check: $1.42 Check No: 0 Short/Over: $0.00 Construction Value: $8,894.00 De , tion V• --: $0.00 Received By Joseph Summers Address: 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 SF $ 5.86 $ - $ - $ - 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 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 $ 545.00 $ - Gen Set - EA $ 3,500.00 $ - SOLID FUEL BURNING APPLIANCES Prefab Metal Fireplace EA $ 5,907.00 $ - Masonry w/lfireplace 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 324 SF $ 27.45 $ 8,893.80 Porch SF $ 135.80 $ - Sunroom - SF 5 160.82 $ - $ - POOLS&HOT TUBS Hot Tub EA $ 7,287.50 $ - $ - Inground Pool - EA $ 19,430.40 $ - $ - Above Ground Round - EA $ 5,472.50 $ - $ - Above Ground Oval - EA $ 4,635.88 $ - $ - Pool Heater - EA $ 8,167.50 $ - Infiatable Type Pool EA $ 1542.42 $ - SHEDS w/o electrical SF $ 1850 $ - w/electrical - SF $ 18.50 $ - $ - RENOVATIONS Roofing,Overlay SF $ 3.38 $ - Roofing,Strip&reroof - SF $ 3.76 $ - Roof Sheathing SF $ 1.19 $ - Siding SF $ 2.30 $ - Windows EA 5 423.50 $ - Skylights - EA $ 955.54 $ - Doors,Exterior - EA $ 401.50 $ - Oil Tank,275 Gallon - EA $ - Oil Tank,550 Gallon EA $ - MISCELLANEOUS CALCULATIONS TOTALS S 8,893.80 $ - S - $ - PERMIT FEE CALCULATIONS Construction Value Fee Building $ 8,894.00 $ 72.00 Plumbing $ - $ - Mechanical $ - $ - Electrical $ - $ - Working before Permit Issuance $ - Certificate of Occupancy Fee $ 10.00 Plan Review Fee $ 7.20 State Education Fee $ 1.42 TOTALS $ 8,894.00 $ 90.62 Figures are based on the 2006 RS Means Residential Cost Data • L 'U a ,c +p. C State of Connecticut N 1. = Workers' Compensation Commission o 7A • Please TYPE or PRINT IN INK OZIzzyjr- 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 0\CA /1 Vvt Property located at 6 i,it_ in the City/Town of (mss (r 0 6..7 a 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: I am the OWNER of the above-named property.I WILL NOT act as the general contractor or principal employer. / // _ _ X Signature of OWNER Applicant ❑ 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 EmployerlD#(FEIN) Signature of SOLE PROPRIETOR Applicant Town of Montville . Buildq Dm 310 Norwich-NewinLonepartdonent Tpke. Tel. 860-848-3030, Ext 382 Uncasville, CT 06382 Fax.860-848-7231 • CONSTRUCTION PERMIT APPROVAL L4 '3 \r it)Pe . 5e/ / C cLS 7/ - C-7 efd Property Address . / k / S" • D � 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 Permit Issuance Approval Approval Tax Collector (J J cry ,.� v?/9/o (o Comments: WPCA, Administrative 3k (b (� Comments: ❑ WPCA, Operations Signature/date • Comments: Si Planning &ZoningA. • • 3 .. �/JO •••• • Comments: 0,7% GZO I Health Department Comments: I Department of Public Works S^unaturel date Comments: . ❑ State Dept. of Transportation . 3ignaiur: Comments: J /f Fire Marshal � �i rr 2 V (CU Comments: Pliffir' x;.1,1 '1 WCvise�August 5,2005 John Wlliiamson , 63 rant Avenue:Ext. • lrt _ l fC.a.'71/1itG. CT , 3/1012006 • Matenals for Deck: Qty .ems.• • n ViiiVi ii.3G UCbt.f fllLiUfi b1 lig Baluster ;x2xd Western Geaars; No. 2 L EJr'. ocarn 2xox i8.'fu Treated Southern rine: No. 2 nn r fa JJ Li,. 1-Mi-.flii i}-{ Lir veiAat LV i\ UGI.ti,,,t4 2 tA L.... -! P,44- ! r. it ?..A VA 10 Treated Pouthern Pine; No•.2 R FA H Rnttnm Rai! 7vdvfi 4t1 Troatori Gni!thrrn Dino- Nn, 2 EA H Bottom Rail 2x4x7 ,40 Treated Southern Pine. No. 2 10 EA H Top Rail 514x6xe Western Cedars; No. 2 16 EA Joist 2x10x18 .40 Treated Southern Pine; No. 2 1 EA Ledger 2x10x 18 .40 Treated Southern Pine; No. 2 1 i=Ft cost 4X4xo.40 i reared boutnem Pine; NO. L 14 Ea Raitll iy Post !ream r.aiuil Iy PO-Si I. .7O Ii l .4 rl1 z i_.-, line- 12' Cada-EONDeck iy ? Fa Ctair.Ctrinnor 7v17v1t1 4t9 Trotarr+a ai Rprii -Pin..-Fir- Nn'3 n--• r . . . 4 FA Trpari 17'(:ariar FON fl rkin_n 10 EA V To Rai; 514x6x8 Western Cedars; No. 2 standard Deck Materials 5 BOX Baluster Screws 2=1/2'Wood Screw Sib 12 r. r .. ^i i L �r1 i.,trl iti1=ici 1 i ii�i Id c,Ts„ifr,....44.41 41441 rrtG PIMA :, A E,1: ^.^.^^.�t'.S,t'.e^;ter Rff Tub-Form•-y Zd FA Hurrir•nna Tio i-t trrie' na Tio 1 BOX Hurricane Tie Nails 8d 1-1/2 Joist Hanger Nails i6Socs 14 EA Joist Hanger 2x10 Joist Hanger Single 2x8-2x12 2 BOX Jst Hngr Nails 2x10 100 1-112 Joist Hanger Nails 150pcs 3-0 EA Ledger Bolt 318x6 Galvanized Lag Screw Jo tfik Ledger Wasner 2-1I2"i aivanizeo uecking Screws 1 ROLL Poly weed oiuctuny 13x100-4 !viii ruiy T -7 1 iji nU3a Case n'i1 Vn:VG_3al rUiG_.i nUS.& n_f_LUrs 1 BOX Post Corp mkt Nail* 100 1-1P Joist Hanger Nails 150 v.I.. w R FA Pnct C: n Rrarkot Pgct nap Rkt 30 EA Rail Post Blt/W/Nut 318x6 Galvanized Lao Screw 30 EA Rail Post Bolt 3/8x6 Galvanized Lay Screw 30 EA Rail Post Washer 2-1/2"Galvanized Decking Screws 1 BX Railing Screws Deck Screw Galv PH 3 112"51.8 4 EA Stringer Hanger Sloped Stringer Hanger 1 BOX Stringer Huigr trails 'i00 1-112 Joist Hanger Nails ails 1 30pcs 9 r A tAl.-...,J L.....I.... -' es..11_..."1........1.111....-.04 C'.....1.... LJl V V%./4.A.4VGQGI I 1 %.44C.4114:41 ,4441 4:41 V V UUTA VGQIGI Trp_ad• FON(:Prig r C:mmpncita fPr_kinn 1 BOX Cladding Screws Y 8x2 1/2"Galvanized Deck Screws 1lb 1 BAG EON Deck Clips T-Clip 1 EA Stair Cladding 9"- 12ft Silver Cedar Eon Cladding 1 BOX step screws 8x2 1!2"Galvanized Deck Screws f lei Deck : EUN Cedar Composite Decking 2 €:iOX Cladding Screws oxz i/2"Galvanized ueccic Screws •i to .nv n-_n n_,_-.-_ _ _ J OlJ/. UGt..R JL.1GWb QL. IIL"GalVdiiiztaa Uet.A.7 4CCWD:i1U 5 =,e CERN r crr..,..n•'te.r"ts..+..1 Of,_ 12a(--.,:p.;r.-sr:^l rl4ing 7 RA( pt-IN rlenlr(`lino T_C_!in r -r Parameters tram Ut G.coci parameter tile. Parameters used for Deck i:60 pi live ivati,48 intnl footing depth. : ic.L,., i;l;i7; V Vi ill rrl)nam:]vil 63 Park Avenue Ext. . V'^casv le, VT Fri M=r 10 09:97:41 9006 . 3n Vial{! 3, 1' 1 1 t 1 1�� ,l l: r ilf ;It, , rs, } P K A ;f) f }1rHR +Y t i , f 'Y$iii --f 7 i f r;Fr7 ltl mhtini O l ritij+smh! F",tiin rt.,- a., „d, x a p -,,,n.4. 1fa> s tdM -.. • H 4fa-3 g,rH7a wfa,+a H .>s i p,itti i H1#F7tiir;,,a 1 r ! _ re.l H A H 1t H ii-443$3 341111HIH i- fl H-Y 3i if!i HtkiH H&9 44 4HH 1 z -L i.R u ii r est r i,:i.4 t - :laiut 11TU t o x - -+ eAX4tili �_ rr ,_ Lexmark 1600 Series - USB Port li 1. Pcj Stems: .1di[ 1 rageCOWOf H s IrkLevi nAA view is a three dimensional view of the deck. "result y ur lkcai building dcpart4rcnt `cr y^ur correct building ccdc and fastcn...r requircu nts. ff' Portions Copyright 0 185=2003 Cad Quest, inc. Rig N .. r r_-knot, Version 5.5.0, Copyright v 2003 Rig Havinler, LLC. f. i i k John vviiiramson 63 Park Avenue Ext. • UnctisViiiO, CT Fri Mar 10 09:28:02 2006 s, s- construction Specifications deck Construction iviethoa = oearn on Top of Post uu i iy Type- Fici iiiliiviii16 Fnnfiren rlcn++.–4P" Dead Load= a ii Y IlP.[:kin❑ Sparinn =tr 118" Spacing i�" Joist Benn.Spacing- 156" GlG@t 11 ViJ@Vint, - t.fV Post Spacing =52.. Decking= ;2X6 tui' Ceaar Composite Decking _ _ ve0,i i*-LAO.`ttJ i i voivU QUUtU It I I I Rile I'U. 2 inicfa -2X10 f1 At1 Tr---0-4 Cnt efi erez Ri Din- n 3 P`_a_= 4Y4 .4 1 Trnptcrt nuithnrnepir Mr` I) Deck Height= 30 Diaaonai Bracing = No Deck Skirt= No Joist Overhang=30" Beam 0J- Beam Overnang= 15 Decking Deflection `actor= 3o __ .)Vitt AJCifGt;llUft i-[lt:LUt -out) rt -q-rt r'tcAc.•-f%,to Ft—te -– /vh. Narang 1: tCaiting i-ieigrn=46" ocsivatci Opau1t. y– Tit- Crtc.---- ' 11.4" ......f....,.- ..... Stair 1: Step width= Step f"lcig!IE- JV" C*en L?%rc-? 4 Let ctfnn Run - 11" Stringers=2X12 40 Treated Spruce-Pine-Fir No.2 • Risers=2X6 EON Cedar Composite Deckina Treads=2X6 EON Cedar Composite Decking Nailing 4: rcaiiina deiuht=48" J1' Toe Cnanc-3 31A" Kaiiing 5: i-ieiuhi=46" t.)OrM!tel 1. Jgt.0 iy– Tn- Cn --- 'VA" ...vvi....w. Nailing 2: RaliinQ Heiuril=40" C#taluatei a?paLii its. - .) 34 -P-se Q.nc.--c- Z 2IA" Katllna 3- Raiiina Heiaru=48" DcsitiMC1 Opt:14111i9�. — J.7/41 Toe - '2 314" dig Hammer UecKt3ot, Version 5.5, Uopyriaht 2003 t lg Hammer, LLL<_ Portions Copyright Q- 1989-2003 Cad Guest, inc. jcihn vAam son . rk EI Uncasvit, CT Fri Mr i0 27*! 7 Deck Dimensions for Deck'I F— ■ ■ ; ; ■ ■ ■ ■ ■ ■ i ■ ■ | ■ i - - ; ■ ■ ■ ; ; ; ; i ; ; i se § § - ■ ■ ■ ; - I ; ■ ; | - ■ ; | | ■ _ - ; - - - ; | - ; ■ - - - - | - - - I. ■ ; | ■ i i ; ;; 1 ; ; / ■ 6 a ; I a I i i ; i i ' ! ! i i a s ■ i : ■ ; - - - - ; ; ! - ■ ; | | | | | | | | ; ; ■ ■ - ■ ■ | ■ ; ; | ; , ■ ■ i | § | ■ , | ; ; ; ; ; ; ; § | ; ; ■ ; , ■ 6 i | i i i i ; ■ ■ ■ i ■ I | ; I I ; ■ ■ ■ ; ; § ■ ; : ■ § ! ; ; ; i ; ; ; ; ; ; ; § ; | | | |i , . i ■ ■ i | I! ; ; § ;; ; ; ; ; a ; ; ; a ; i i i i , ■ i ■ , i , ■ , , , , ; ■ ■ ; i ■ - ■ ■ ■ ■ a ■ i § ■ § ■ ; - - ; | ; ■ ; ■ ■ : | § § § § i i | | § ! | i § § | j . , ■ , : , , , , , , ■ i i , - ; ■ ; , - ; i ■ ; | i ■ ■ ■ | i i ■ ; § i i i ■ ■ i i i i | ■ i ■ . _ . ; ■ i i ■ , ! i i ; ; ■ i it i ■ ■ | ■ i ! i | i ■ i ■ i ■ ■ i ■ E i | ! ■ ■ ; i i ; ■ ■ | i ■ ■ i ■ ; ■ ; ; i ; i i ■ ! i i ■ ■ i i | i i i i ■ i i | i ■ i i ■ ■ ■ i i ■ i i i ■ | ; i i i ; § | § i ; i i | | ! ; i i i , , , . , i i , P. i , . , , P. |■ | ■ § I | | ■ i ; ■ , i i ■ | , . , , i i i | i i a | i i § | i § ■ ; ■ | ; i , i , i ■ ■ ■ ■ . ■ , .6 ■ . i ■ ■ ■ : i ■ | ■ ■ | ■ ■ i ' ■ ■ I I I ; ■ ! ■ ■ a ; | | ■ ■ | ; ■ ■ ■ 1 ■ ; ; ■ § | | ■ | | § ■ § _ | | | ■ ■ � . , MINN / - . . I NEMr i | f flj ! ■■■■; t ( - = Joist Spacing = 16 i. o.c. Baluster- Spec n-=-3-3/4"— Toe Spacing = 3 3/4" a iiir Up,ight — 4k " This view is a gcraImtlieoftn dimensionsand/or subutructurc layout of your deaign. It a deck is to be attacfled to your flouse, make sure a solid connection canes made. iw. kw>ngw3abe LheLket1 by a 44talifil pLufaaiolial u iipeLwc Consult your local building department tor your correct building code and tastmer requirements. Some local building codes require Alm=_t beam to post connections than what is shown. Portions Copyright P 1989-2003 Cad Quest, Inc. Big Il _: ki trim t,.'.,.1.1. Copyright mel Big l_or, LLC. ...out V viUiarn&n �.: Park Avenue£xt. Uncasvitie,CI Cr.ww^r iia tiCt,27-44 9006 • ru t Layout View for Deck S 18' 18' 2' tis • • IsePoint crl s s This 'v r^.vi iu aZ 3cncral outlizc of tic dimcnoiouu arid/or .;uubztructurc layout of your dc;aiun. ir Oe deck is to e a �;=eato your nouae, make sure a colic connection can de made. Your desiyn 3iwuid be .::}cu:.u:: L �: :,�.:... . . .: :? �_.:__�>_;rat�'_ _� -_°:;�: -`--• Consult your local building department tor your correct building code and tastener reguireme-ntk,- Some local building codes require different beam to poet connections than what .s shown. Portions Copyright 1989-2003 Cad Quest, Inc. 11.4 , Td:ssmot+r fl',-i,Rnt Vs+ro_{nn 4 ti [} C'nnurinht 5 21.P.13 Aies Tixmmnr T.T.C' P7---.• - ..- ' • 1,--7,)1 e r-i , , i ! -...D .... , 6`• ,-. 1 , ,..._ ___..._. . 1 . 1 ,1 ....-, , 0 c:4m 1 fo ...., 1 , > , 7\ ,1 c *-- i il ...,,,,. 1 o \ c‹, \ --0 ---(k t) c I ,. --., ic, c N. 00 (P . .,, ilt 1 1 1 , 1 \ N4 I ) (*e —F- 1 , c) ,..'• 1 1 I ; 1 1 _i lk „. 3 9.) :..x r• . q : "....., 7- 'z. ! 0 . •g<. 6-\ ”. -rt -•1 ,.... ; .... -1 1 ..,‘ • ...< ,: rb .:' ab--- 0 N rb C 0 0 'r, ,., .., - -- ----- - - . //_._ c, , / Y < ygfy# k i is 1 '� ..oma" t ; Y ,ftp OCA A g - MINIM l, I T p i C g� s 6.Tx 1f. i ts I E i 4 i