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Home My WebLink AboutRewiring House 2002 Town of Montville BUILDING DEPARTMENT 310 Norwich-New London Turnpike Uncasville,CT 06382 860-848-3030, Ext.82 Electrical Permit Permit Number: E2002-231 Permit Date: 14-Aug-02 Permit Code R5 Job Location: 426 RAYMOND HILL ROAD UNIT: MAP/LOT: 032/003-000 Job Description: Rewiring house and electrical service Owner Contractor FRANCES S BILLINGS David Carlson 388 Butlertown Road 364 RAYMOND HILL RD Unit: Oakdale,CT 06370 UNCASVILLE CT 06382 Telephone: 860-701-0815 Lic/Reg Type: E-1 Use Group R-4 Lic/Reg Number: 104684 Code 1995 CABO Exp Date: 9/30/03 Construction Type 5B Construction Values Permit Fees Building Value: $0.00 Building Fee: $0.00 Plumbing Value: $0.00 Plumbing Fee: $0.00 Mechanical Value: $0.00 Mechanical Fee: $0.00 Electrical Value: $0.00 Electrical Fee: $0.00 Other Value: $0.00 Other Fee: $0.00 Total Value: $0.00 C/O Fee: $0.00 Comments: Plan Review Fee: $0.00 State Ed Fee: $0.00 Total Fees: $0.00 It is the owners responsibility to schedule the following required inspections(minimum 48 hours notice requested)z ❑ Footing-Prior to pouring concrete ❑ Rough HVAC ❑ Backfill-Footing drains and waterproofing ❑ Fireplace Throat ❑ Concrete Slab-Prior to pouring ❑ Fireplace Final ❑ Rough Framing ❑ Chimney-One flue above thimble LI Rough Electrical ❑ Firestopping/draftstopping ❑d Electrical Service ❑ Insulation ❑ Rough Plumbing and Leak Test ❑� Fin. pection ❑ Gas Piping and Pressure Test I rtificate of Occupancy-Prior to use or occupancy Building Official's Signature: I. Town of Montville Building Department Permit# 310 Norwich-New London Tpke. Tel. 848-3030,Ext 82 Uncasville, CT 06382 Fax. 848-7231 One & Two Family Trades Permit Application Form DO-um6ing 2<ctricaf LJ ,techanical .71-eating Air Conditioning Gas Aping DOther V2 Job Location 2gair "AYvnUN/) /,1l LL g6 Job Description/Materials ElFcwir 7 f/av5 F Ccb f /R�p c c•r" SF-ivr C I Owner a. f L Cc> Mailing Address City State Zip Tel / / Contractor....611W% ,2c_su—i Mailing Address 388 ISNTrut-2Tco,✓.✓ City O t bA State Cr Zip OI S 70 Tel 9/C/ / 7(/ / d&' Contractor's License/Registration Type&Number 6:-7— /0`/6 y Exp. Date 9 3 v 63 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 / /.3 / 0 Construction Value Fee Building $ $ Plumbing $ $ Mechanical $ $ Electrical $ $ Other $ $ Certificate of Occupancy $ Plan Review Fee $ State Education $ Total $ $ ST VI : 0F CO\\1:('71('1;7' /)/-pin/ ill vl (II ( u;v( Ilr.lIII /IlIIQv ELECTRICAL UNLI)fp CONTRACTOR DAVIDA CARLSON 499 CHAPEL HILL-RD OAKDALE,CT 06370 TYPE: El LIC./REG NO. 1 EFFECTIVE 1 EXPIRES 1046841/2001 I 09/30/2002 SIGNED 'OCT-10-02 02 : 16 PM A REAL LUMBER YARD 8608850374 P. 05 ,err• :..i yyo �u,� ('jW.` Il,�/ GIRDER D ,, •`f • '' �"""" 2 Pcs of 1 3/4" x 91/2" 1.9E Microllam®LVL i.4 -'"i r S MB Num r r ,;,,:i 11. :I IOnOrtoo"r 41 le Pm eepintivma, t 71 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN i c { r, CONTROLS FOR THE APPLICATION AND LOADS LISTED ., i . Menthes Slope:8112 Roof Sir><►e8rt2 -- + , f '",:i. 11lg It l I' ._ AM dlrnenstone are horizontal. Product Diagram Is Conceptual. : l r a a �l . Is ter a Drop Otani Member. Tnbutary Load Width 10' '�^" + ry Load Croup-Roof(psi)_35.0 Love at 125%duration.15.0 Dead , a -.1 Loads P. Class Live Dead Location Application Comment : (, '-. t Itft(pIf) Floor(1.00) 60.0 80 0 O To 10' Adds To `i Input Bearing Vertical Reactions(lbs) Detail Other pg.; K':'..! Width Length Live/DeadlUplift/Total c Stud well 350'. 3.50" 2150/1196/0/3346 L1:Blocking 1 Ply 1 3/4"1.9E Microllam®LVL , i'., 'i a .Odd wait 3 ®LVL.50" 3.50" 2150/1196/0/3346 LI:Blocking I Ply 1 3/4"1.0E Microltam ' rt_ j TJ SPECIFIER'S/BUILDERS GUIDE for detail(s) L1.Blocking l ' ;, l r, t+ ' , • -0 • ^r:-. 1'; ' i Design Control Control Location !'.'i-,`, ;.! (ibs) 3234 •2821 7897 Passed(33%) Rt.end Span 1 under Roof loading ' P `` 'trent(Ft-Lts) 7816 7816 14719 Passed(53°b) MID Span 1 under Roof loading f-A ;;�, f'(' Load Den(n) 0.196 0.322 Passed(L/591) MID Span 1 under Roof loading V; C;::,i• ,Load Don(in) 0 305 0.483 Passed(L/380) MID Span 1 tinder Roof loading li' + Criteria.STANDARD(LL L/360.TL.L240) til r' ,1,. r. (l u):Ali compression edges(top and bottom) st be braced at 2'8"o/c unless detailed otherwise Proper attar•hment and positioning of . u i braeiftg B required to achieve member stability. • . F I� r I sq. •n ascumos adequate continuous lateral support of the compression edge ts. ', `t..1 :•NAL NQTE,t;, Ti smog or its products by n►Is soRwAra YYMI r ?,:,- Y a •N ' .TANT' The analysis presented rs output from software developed by Trus Joist(TJ). warrants thereeds ` owed in accordance with TJ product design criteria and code accepted design values. The specific product application.Input design ,! t ed dimensions have been provided by the software user. This output hes not been reviewed by a Ti Associate X101• . i''., .�products are readily available. Check with Your supplier or TJ technical representative for product availability je` 1 ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. t<•s • ,r� : . able Shoes Design methodology was used for Building Code NER analyzing the Ti Distribution product listed ahove. �? • ' -, `:See Ti SPECIFIER'S 1 BUILDER'S GUIDES for multiple ply connection. ! `, a • t �r, q, t • rrrt :;; - • :;,.�.J •2 u:TIO : QPERATORJNFORMATION: 4y ". RAYMOND HILL RD MONTVILLE 4' t. •� r I�.r..sec � r. 1t.rp• . 1 1 Y ' r r 'J f + a:/ 11 a,°i 1. ... n• r r ';r �.t y xn -'lf r1 rY..:v an r':1. -lir. .. . r.,-i. r.,..•r,.1-. r\tom-.sr_:r *s VCT-10-02 02 : 13 PM A REAL LUMBER YARD 8608850374 P. 02 ti: . fr GIRDER"A" ' Ao3s«a1N,.n': """"""" 2 Pcs of 1 3/4" x 91/2" 1.9E Microfamili)LVL + cam Verwon,1Si ' THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN w L. ` CONTROLS FOR THE APPLICATION AND LOADS LISTED , . L. I Overall Dimension:17' 3- ,,,,...L,,, r __ 'p{{� _., , .,:i.I r - -- r ID" -,.i. r 6" _i �S��llxtt ,!ta1 ; • Product Diagram is Conceptual. .+ f °'• ' :.1 r'", . Is for a Drop Beam Member Tnbutnry load Width 16' :l ; ; Load Group-Residential-Living Areas(psi) 40.0 Live at 100%duration,15.0 Dead rlf; 1" Input Bearing Vertical Reactions(lbs) Detail Other Width t"ehgth Live/Dead/Uplift/Total stud wall 3.50' 3.50" 2440182010/3260 L 1.BknckIng 1 Ply 1 3/4"1 9E Microneme LVL 4 7. 1 Stud wall 3 50" 8 21- 6887125961019262 11;131006v 1 Ply 1 314"1.9E Microtlam®LVL '`1 Stud wall 3 50' 3.50" 2440/820/0/3260 L1:Blocking 1 Ply 1 3/4"1.9E Microltarn®LVL r. p t`' 1 TJ SPECIFIER'S/BUILDERS GUiDE for detell(s)•LI:Blocking . . . . length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements. v :7,n ' ., r •. - S, ,,• /• Maximum Design Control Control Location ;,; al(lbs) 4831 3798 6318 Peeved(60%) LI end Span 2 under Floor loading e I '' •nt(Ft-Lbs) -7719 -7719 11775 Passed(66%) Bearing 2 under Floor loading 1 . I '.Load Dell(In) 0.118 0 278 Passed(L/847) MID Span 1 under Floor ALTERNATE span loading ' t ;' . .I Load Da(in) 0.146 0 417 Passed(U688) MID Span 2 under Floor ALTERNATE span loading t'r n Criteria:STANDARD(LL V380,TL:U240). i ,: •(Lu)'.All compression edges(top and beaten)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of . , s I ` bracing Is required to achieve member stability `; toed condition considered in this design analysis include alternate member pattern loading 4'iI '11,011.8 i 1 • 'k •-'TANT! The analysis presented is output from software developed by True Joist(TJ). T.)warrants the sizing of its products by this vetivers vial i, ,`'ill000mplishad in accordance with TJ product design criteria and code accepted design values. The specific product application.input design loads, l elated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate , . 1:.• all po<lucts are readily available Check with your supplier or TJ technical representative for product availability +. :. -;ANALYSIS FOR TRUE JOiST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOiDS THIS ANALYSIS. , f' 'No Stress Design methodningy was used for Building Code NER analyzing the TJ Distribution product listed ahnve See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. !� :M, 111; { 1 ,.,•_ I • ' ATIOr: OPERATOR INFORMATION; v . i ii 11 V. RAYMOND HILL RD MONTVILLE i. :. '� flQllr 4 .•:1 1)' T ii. I:r . M i 1.11 •. N•r-1•Mti ' cra!IMI 1, ° t .. •-.f Bt n.�•�..,, t tr';.r .,1:( 'r ' 11� ;; ti ria ;'lti • OCT-10-02 02 : 14 PM A REAL LUMBER YARD 8608850374 P_ 03 ''yrIt GIRDER B ' ? `""" "3 Pcs of 1 3/4 x 91/2" . 19E Microllam® LVL eDt swim 'r ��y •t 1 iolionnonevopr n 40 53 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED d• umt Overall Denslon:17' i .....% 1 -----;--- ;.. :, ..: ., ., ..... 1,, .,, ,I N ,,:,..... i.,...,,., ‘,1 1:1 ..‘,...4,„. ; it ,, .____..._._r 6” r rN $ Product Diagram is Conceptual. . 1 wr • Is for a Drop Beam Member. Tributary Load Width:18' I 1 - k ivy Load Group-Residential-Living Areas(pet).40.0 Live at 100%duration,15.0 Dead ..I toads: rClass Live Dead Location Application Comment n,!( t, ,• m(plf) Floor(1.00) 0.0 60.0 0 To 17' Adds To , , I I I (plf) Floor(1.00) 320 0 180.0 0 To 17' Adds To s ••• 1) •ORTS, Input Bearing Vertical Reactions(lbs) Detail Other , • Width Lehgth Livia/Dead/Uplift/Total 9 Stud will 3.50" 3.60" 3660/1560/0 1 5220 L1:Blocking 1 Ply 1 314"1.9E Miciollarrm LVL r��rr i Std well 3 S0" 6.69" 10000 14935/0/14935 11.Blocking 1 Ply 1 3/4"1.9E Microllarn6 LVL . '.5{ Stud will 350" 3.60" 3680 1 1560 10/5220 L1 Blocking 1 Ply 1 314'1.9E Mit:rollame LVL . r TJ SPECIFIER'S/BUIt,DERS GUIDE for detail(s):L1 Blocking : length requirement exceeds input at support(s)2.Supplemental hardware is required to satisfy bearing requirements . "rI L N CONTROJ$, ,� Maximum Design Control Control Location = •ar(lbs) 7468 8123 9476 Passed{65%) Lt.end Span 2 under Floor loading Via.. • nt(Ft Lbs) -12446 12446. 17662 Passed(70%) Bearing 2 under Floor loading + � L„ Load Deft(in) 0.116 0-278 Passed(0847) MID Span 2 under Floor ALTERNATE span loading • 'r I load Den(in) 0.153 0.417 Passed(L1653) MID Span 2 under Floor ALTERNATE span loading `.Ilpc6on Criteria STANDARD(LL U360,TL:L/240) ' $ I M: u):All compression edges(top and bottom)must be braced at 2'8”do unless detailed otherwise. Proper attachment acrd posllioning of ' 'Rd bracing is required to achieve member stability 4f; ••• load conditions considered in this design analysis include alternate member pattern loading. i • r. kr •. d •. • NOUS,. 4r ':.:7!.. •RTANT! The enelyslq presented is output from software developed by Trus Joist(Ti) TJ warrants the sizing of its products by INs software will .; i_.,•:;.1 '.'tibcomptlehed in accordance with TJ product design criteria and code accepted design values. The specific product application.input design loads. , wed dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate r • all products are readily available, Chock with your supplier or TJ technical representative for product availability. 44 f ANALYSIS FOR TRUE JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. r' t F.. •le Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product fisted above ft; See Ti SPECIFIER'S/BUILDERS GUIDES for multiple pry connection. ;d (r i•. A •...4,:T,t t: OPERATOR INFORMATION' ri ; RAYMOND HILL RD MONTVILLEr� t?. • (� ./.:.lghl r • ,. 1.....,,* ,,:.•". A•7r cte,.•, t ,4:dt.e1"1• ,,,I 't.. • .nt. k',: ... . I;1µ• • OCT-10-02 02 : 15 PM A REAL LUMBER YARD 8608850374 P_ 04 ort. ' . �� GIRDER C r t, n l,..,nu.. e.. ,,; MDS•rialNti it 3 Pcs of 1 3/4" x 1/2"91.9E Microllam®LVL 1: rarneVe I 4l I2I THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN , rl 1 lnpYi.Ve.oion t 7.t , CONTROLS FOR THE APPLICATION AND LOADS LISTED .r 1 r4 f � - ' 5 t ,.. ''..1 . ., . j Product Diagram Is Concnplual. "rl; , i i " 1 is for a Drop Beam Member Tnbutary Load Width 16' . ' Ivy Load Group-Residential-Lmng Areas Ipso 20.0 Live at 100%duration.10.0 Dead 3./. r)' .ORT&, t: ' Input Bearing Vertical Reactions(lbs) Detail Other • a�t�: a ; i',.' Width Length LivelDeadlUpil?UTotal I r-'r`•• ' •; ettld wall 3.50" 3.50" 2240/1216 r 0/3466 11 Blocking 1 Ply 1 3/4"1 9E Mierollam i LVL 'Itt,• Stud wall 3.50" 3.50 2240/1216/0/3456 11.Blocking 1 Ply 1 3/4"1,9E Microltamm LVL fr ';s, 'TJ SPECIFIER'S/BUILDERS GUIDE for detait(s) Lt.Blocking r.'.'N. NCONTROt.S: '' i ., r i Maximum Design Control Control Location I: ,. [ `. (lbs) 3374 -2922 9476 Passed(31%) Rt end Span 1 under Floor loading `. i ' a• ant(Ft-.Lbs) 11528 11528 17662 Passed(85%) MID Spun 1 under Floor loading ..._.,;'c.,„ t' Load Dee(in) 0.371 0.456 Passed(0443) MID Span 1 under Floor loading it .• `1 Load Def(in) 0.572 0.683 Passed(L/287) MID Span 1 under Floor loading { t , ,• n Cataria:STANDARD(LL L 380_TL:L1240) ; • "F)t ,(Lu):All compression edges(top and buttorri)must be braced at Z 8'o/c unless detailed otherwise. Proper attachment and positioning of , 4. I.b I bracing is required to achieve member stability , '.1,TIoNAL NOTES; i•' ;'•`TANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will ( iA j!it'. omptlshed in accordance with TJ product design criteria and code accepted design values. The specific product application.Input design loads, ,: 't'i Ilibeled dimensions have been proved by the software user This output has not been reviewed by a Ti Associate. provided products are readily available, Check with your supplier or TJ technical representative for product availability. , 1 ;f ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS i,, r '' blo Stress Design methodology was used for Building Code NER analyzing the Ti Distribution product listed above , :See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection •i, V•77. ( ✓ `72 rd; i. ,. i,y i r ,. J. I �: l ' 1y 1'f i I f ECT INFORMATION: OPERATOR INFORMATION: c '''• RAYMOND HILL RD MONTVILLEI. r i.a O1^ '� bra q11' r, . '(-,r i,oi., N'.-,.,, 4.-:•,> . 44 Hl�.n• 1.• •r,:r< . r .,.:::pn N: .•1 Ti..: .'.1 1 , t y