Loading...
HomeMy WebLinkAbout0095511-Building (deck roof) ~, . OSHKOSH ON THE WATER Job Address 2575 GASLIGHT CT CITY OF OSHKOSH No 0095511 BUILDING PERMIT - APPLICATION AND RECORD Owner MICHAEUMARYANN HUSZAR Create Date 06/27/2002 Designer Contractor CLASSIC HOMES BY KUBA L TO Category 141 - Exterior Remodeling Plan Type . Building o Sign o Canopy o Fence o Raze Class of Const: Size Rooms 0 Height 0 Ft. D Projection I - - Bedrooms 0 Stories Canopies 0 Baths 0 Signs 0 Zoning Unfinished/Basement ~ Sq. Ft. Finished/Living ~ Sq. Ft. Garage ~ Sq. Ft. Foundation . Poured Concrete 0 Floating Slab o Concrete Block 0 Post o Pier 0 Other o Treated Wood Occupancy Permit Flood Plain Height Permit # Dwelling Units o # Structures o Park Dedication Use/Nature SFRI Constructing a roof over existing deck. Plans on file. of Work HV AC Contractor Plumbing Contractor Electric Contractor Fees: Valuation $7,000.00 Plan Approval $0.00 Permit Fee Paid $50.00 Park Dedication $0.00 Issued By: ~~) Date 06/27/2002 Final/O.P. 00/00/0000 D Permit Voided I Signature m a~~t) rules governing the d,escribed construction. Date X Address Agent/Owner OSHKOSH WI 54904 - 0000 Telephone Number 426-8600/203-8600 JUN-26-2002 WED 09:38 AM NOFFKE LUMBER FAX NO. 9202353061 p, 01 JO'Go's' -.-.. \frl"':-- --...... TN~~ TWe . sCtSSORS -NoI'~K!" \.IJMut.:.J(1NF.;15sl'lI<.6'3H. WI slOOrOON NOf~~" "'-"--'1:I-~" ._. : ...l~~~Jop\inn;'IL_._. ,'__"'_'" ..-.-- . -.- A ~ Sfth N01I18 2000 MiTek lndu'lflC(',I"., WedJijll2U 10,:13 232002 f'~go' I.. .~,:I~!:~.... 1--' 1-10-8 ~'.12 _ -----l . ----l'-P-o 4.1-12 3-100-4 ,,_-+---. 021-100-4 _... ~_+-_.. , __~. 3.1G-4 4"1-12 . ___-I.. 17:!'~-l 1-14.8 !:C.lill=1n 5,s = ~ 400fff "'_- ...-~~-..::--.... 3><7 ~ ~V'J2 __'~-l" ~.- --...... \iia-. 3>17 "" ...-"""'~..- ~-""__------k:::: - ----..:::::--:.:......... --.....""'" 5 5 ,.".".r" __~----- _~ ".. --.. _ --::;:;.~~- 'f1--~"~ .~--./:'-:>.--- --_.:~~--._-~. '-~'--'--T1 ",~ ."..._ _- ..___;" -"". 10 ~ ~_ .. '"':..--__. ---- . - 11>.7 0:::- ""...--...- \" .---. ,-~ 5,,12 = --. -'- 9:::. -..... -.. /1)(7 ~ ~ ---..-:::-;.~~~;;?;. ~:-- ~:::~~~~~:::;.::~:=:--.---,? \~ ~ . ( ~.". ,................ Gxtl 0-:' --.....- -. " ~-- ... ,- .~ ....._ -. t --I " :. ,. ~OOr12 -'t'~ X ~~ tl · 2.4 II 2.4 II 1_" .,.1.12 4-1.12 . ~~~~ ~~~I~Jt.I~~Q:3.0 ?.~ 16.2:.3J1H~1 . ." .~- "'.. 1.0ADING IJr.ol) sf'ACING 2'0'0lJCSl TelL 30 Q Pia"'. 11\<:"'95<1 1 1S Te 0 ~ TCLJL 70 Lvmb...In<:IOa!>& 1.15 Ill: 07a DeLI. 0 0 RllJl Slr.l&~ !llC:r we 0 85 tlCOL 10 0 Co<lo DOCNANSIO'> ---. .-.., - -,..-- .. ---t----.. a.d.G .-. 3-10-4 . .... 11-11).4 _.. ". 3.tO.4 .. J.2:2:L_._.... ....~ 4.1.12 ... ,\ --.-........ ......_-_.~. , .~--- P~L;/I (locI Vr.riiLl.) '0.35 10 V&nl"L) .054 10 Hnrzcn-I 0.40 8 Ullc Ll Min 11<1,,11" 3ao "'I' .:'~~'--.. .--=-.=."""-'-.....,...- IIdr.R PLATES GRIP ~~5 ~1I20 llJ'II144 .347 nJa WC'!lM 8411l ."'0"- --..... .. ....._-_....~. ...-.__..._.-.-...~.. LUMBER TOP CHORO 2: X <f Sl'I'Nn 2 flaT CltOl1.D 2 x 4 sPr NC 2 wt:fl:~ 2 x 4 $PF St.of '\:)(CO!>\" W42X4 SPFNo2. W42X4 SPl' No2 REAl:lIOM$ (lbl~lnl 12=01\810.5.8. 8=BlIOfQ.5 e M;o.llal.'2=-IQ(~<l <""" 4) M..x VllkI\U".138(1<>,'ICI fa-" 2). 8 '.137lI0ad c~~... 3) I'gRCI!$. {Ib} - nll,l tOl\<l Cn~... Ollly lUP \.HO~O 2.12=.640, 1.2"24.2-3=-2745, 3.1=.ilC1S, 4.5 ',3~15. &,i\;-27A5. 8.1=24. 8-0:.348 SOTC~IOflO 11.12 O. 10.11=~745, II 10:274$,11.9 0 W~kI-" :!.11=~~?3, 5.1 ".4'1'i. 3.10.331. '.1Cf.:2001, 5.W'831. 5-11=-472, 6-9=2023 I<Ol'f.$ 1~ Tlli(. \rU~" h,,,, b"on c"cck~" for unbalal\(;/XIlo:IdillI\CondiOOn.. 21 Tl1i~ \ru~a 1\;131)""" d1>!lIllnod /Qrllle -MIld 109<1. l!~er:1Isd by IlO /IIIll1wind>l at 25 118l>OYl! oruund_t, u.inIl5.0piI1Cll> ctu>r. .....,uad &tlld $,0 p.f ~oftoln <""Ill d~~lIlo"", 100 mllrGm Mlrie"". oC4Yo1pllnc, 911 ~n OO<.'\Illl\l1CY c;otOQOIY I, condfl.P I enclosed l>\IIlding. rA d_.6IOO... 4$ " by 2<lltWltIt ..pU~ulC II ASCIZ 7.113 Qur Ei()CNANSI9S U Oil" ..ot;c31~ or canlileoc'" el<isllhOr <<1'0 e.p~ll(\ 10 wind, If parches DI<l~.' 1I1l>)' OJ", nO! ~osN II> ~nd 'Ilia b.mbo, COL .'ff"""'" i~ 1 .53.lInd I.,. pl~11S gnp 11\Cfr.~~. is 1 33 3) Doaliltlllll J";IlI(,,) 12.8 con;;idor.o p"r.lllello grain ~ II',"!! AN$IITPl1.199!i Mgln to \l'~ill formuln 8uildillg <I&'19nor ~ould ..rolVnp~ily al ~::l'Jng:uJtf<1CQ. ~)P"loojdO "'''0.1>:>".01<1 COI'"",,~on (bv otll8rl'o) oIlN:i~ \0 \leaI;n!! pale c"",,!'lle olwi\t.oi~"ditl$ll$lb Uplih :>, jai~112 alld 137lb upl,tllltJOlnt e 5) n,i.ll'll~li hll' 11",," de",O.~ with AN.~fl'P1 ;.;Q!lScn!tln:>. BRACING TOP CllORO $I1".thod 01 2.7.9 oc 'ijfll"......cepl .,'0 VC'1IC:.''''. BO'!' CHORD RIll14 cO<ling du..cUy lIppl,04 Of '0.0.0 0< bl~Clll\l. LOAD GAsel(J~ ~\lIlfld.,d -." ._-_....~,..._- ----..,.- ...u.____.. . ...----..."..1 ....---- RoUkm PERMACASr COLUMN DIMENSrONS (In Inches)* COL. loENIl'lll SIZE A 8 C 0 E F G J K L 0 N R T AVAIl: $ 5~ 4~ . 1!4 1Y,. x. ~ 1~ 1~ II NA NA 3')(. 4~ 8,& . 7" 6'4 10" 1~ 114: U 'l( ,~ ,~ &1<1 1+ 2% 4" 4~ 8.8.9.10 lit 9~ 8~ 13~ 2X 2~ % ,. ,:;1 1~ l1U i\ 2~ 5~ 5 3.8.10,12 12 1114 ~" ,$".( 2~ 2~ ~ ~. l~ 2~ 13~ It: 2" 5~ 5~ 8,"'lD.l\' I..~13 . ,. '3~ u~ 19M 3* 3~ lU ~ 2 214 17 ~ " 7"i 7 U1Cll2, 14,1~ IS. 15'" 13''' 21:4 314 1~ 2X t9"'< 8!1 8,10(211 111 4 , 3 'U ,. 8 13.1 1,' 17M 15" 24~ 3':4 tl1 ,,, 2~ 3~ n* gl4 8lt 111,12.14; f. 4 ~ " 1&,18.20. 22,24;28 22 2t" 19lt: SO" 5" 5 2il' 11( 3 3~ 27U " " 13 ,O~ 1&.18.20.' 22,2A,2S 24 23~ 21\( 3sH 5~ sJ( Vf. tAa al' 410(. 30~ ou: " 'a*, 1 I?!'. 14; 18, U' =: ~il . 30 211~ 21M 41~ ull elf 21i slif, 4 4% 38~ ~ " 14~ '4\l 20,22,2.4, H.18.SO. -,- IC\II.../ .- 'The", may be a .."ane. of ul! &0 l<l- ii, all dimen$ioRf, Fluled tollPllllol ""allable I~ 1". fO" ,rtd 12" dl.llktcl$ Oldy. AU lOllNO Penn,CISt colu,nn~ Oln h. lrimmed "" ~~lIl4' wiTh Il1e follnwltltl eJ((:CpllOn* 6)/6.&', 14l/!/.1:l', 16><8.16". tlll/fO.G' ~ It ~ PfRMACAST LOAD BEARING SPE.tC ~ONS lit.(O"/umn. arc lIot J* brar n COWIlIt-----STlWCru~- m.,.mR LOAn / e" 8.000 Ills. MaX 8' 10,000 Ibs. Mall '~4;OOO-lOt..Mal( 12" t8,OOO Ills. ~ t4" 20,000 Ills. Max 16" 20,ooo./bs. Max 1 S" 20.000 Itls. ~alI 22" 20,000 lba. Max -W 20,000 iOu. Mal( 30" 20,000 lbs. ~ax 4 ROUND PERMAUST INSIDE DIMENSIONS lo$ide diamt'ter may vary up (0 1111' Splitring a ~lumn will dtcreiSt' irnMe dim(nsion liS". COLUMN .st~ 6P 8" 10" 12" 14" 1G" 18" 22" 24" 30" TO'I.D. 3W SW' 731;" 8W lOW' 12~" 141i" 18};," 20X" 25W BOlI.D. 4~. 6W lI%" lO~' 12W 15" l5%" 20\(" 2%W 28\(- rJ:\ \::!:I TOTAL P.01 JUN-26-2002 WED 09:44 AM NOFFKE LUMBER FAX NO. 9202353061 P. 02 ~~~~ V,Mlt: 1 6/26/(12 BA8:'0 11M PlIO" 2 1::1101110 V...s!on: 1.2,' HEADER SUPPORTING TRUSSES 3 Pes of 1 3/4" x 91/2" 1.9E Microllam@LVL THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED I.oOld Group: Primary I,Qii'd GL'Ollp ~~~'-;::- Max. Vertical Rc~ction Total (lb~) 3944 3944 ~~x. vo~tic~l ~eactlon Live (lbg) 2400 2400 Reqllir.ed BCo.'Irl.nq L~l'l'J'th in 1.77 (W) :1,7'/ (W) Max. Unbr~c~d Length (in] 32 7.,Qi')din<1 ot! all spans. I.D'" ... 1,15 , De;>igl"l $M.'r (lb:.t) M.;I){ Shear (Ib:;) M~abur RP'~ction (lbo) Suppo,rt RCL\C'ti on (1 b3) MOCllftl1t (n~1,bo) J.j,ve Dc!lec:tion (in) Total D~fIeotion (in) DQad t rloo~ t Snow J410 -)410 3862 -3662 386~ 306~ 3944 3944 1~125 0.593 0.9711 Lo~din9 on all span3, Oe~i9n $he~t (lhs) Max $heor (lo:!) MF.<mber R~,H:tion (lbsl Support Re~cl1~n (lb~) Moment {Ft-i.ba I LDr ~ 0.90 . Dead Only 13:}S -1335 151.2 -1512 1S'12 1!l12 1511 1S~4 5920 PROJECT lNFORMAnON: KUBA OPeRATOR l",FORMATION: BEN STEllMACHER NOFFKE I.UMaeR. INC. 1601 BOWEN ST, OSHKOSH. WI 54901 Phone:(920)235-3060 C(l(')yr19h~ f.:' iOCl by ltu:~ ""Ql~t, i Wryerhol:~::(>~ a\Js:.aIl~D.:t Mi"J;Ol1~Il,\ll h ~ l.l'},..t"rc<.\ tr~(1N"~rk or 1'rus Jcl~t. JUN-26-2002 WED 09:44 AM NOFFKE LUMBER FAX NO. 9202353061 P. 01 ~~~ Uior., Gl48/02 9,'lO:00 11M Peue1 EnDiI')QV~r"(On' 12.1 HEADER SUPPORTING TRUSSES 3 Pes of 1 314" x 91/2" 1.9E Mierollam@ LVL THIS PRODUCT MEETS OR EXCEEDS THE SeT DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED "ember SIapr. ."2 Roof SIope4IIl -' J i ta' L ~ -J Produet nl.gram I. ConeeptueL AI dlmen.lan. are hnrl20nt.t LOADS~ Analysis is for a Header (Flush Beam) Member, Tributaty load Width: 10' Primal\' Load Group. Snow (psf): 30.0 Live a1115 % duration, 17.0 Dead mtPPORTS: Input Bearing Vertic:al Reactions (Ibs) Detail OllJet' Width Length LivelDoad/UpllftfTotal 1 Stud wall 3.50" 3.50~ 2400 /1544 / 0 /3944 L 1: Blocking , Ply 1314" 1.9E MicroUamdll LVL 2 Stud wall 3.50. 3.504 2400/1544/0/3944 11: Blocking 1 Ply 1 3/4"1.9E Microllame LVL .see T J SPECIFIER'S I BUILOERS GUIDE for detail(s): l1: Blocking DESIGN CONTROLS: Nhlxlmum Pesign Control Shear (Ibs) 3862 -3410 10896 Momenl(Ft-lbs) 15125 15125 20312 Live load Defl (in) 0.593 0.783 Total load Deft (in) 0.974 1.044 -DeflecliOll Criteria: STANOARD(Ll:V240.TLU180). .Breclng(Lu): All eompression edges (top and bottom) must be braced 8t2' 8" ole unless detailed otherwise. Proper attachment3nd positioning of lateral brIJCingls required to achieve membet stability. -Design assumes adequate continuous Ialeral support of the compression edge. Control Passed (31%) Passed (74%) passed (Lf317) Passed (U19'3) Location Rt. end Span 1 under Snow loading MID Span 1 under Snow loading MID Span 1 under SnOW loading MID Span 1 under Snow loading ADDITIONAL NOTES: -IMPORTANT' The analysis presenkld is outpvt rrom soflwarO developed by Trus Joist (T J). T J warrants the sizing Of ils procluClS by thi!l software wHI be accomplished in accotdance with T J product design criteria and code aeeepled design values. The specifiC product application, Input design loadS, and stated dimensions have been ptO'llldad by the software user. This outpul has not been reviewed by a T J Assoeiale, -Nol aU produets are readily available. Check with your supplier or T J 1echnieal representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONl Yl PRODUCT SUBSTI1UTION VOIDS THIS ANAlYSIS. -Anowable Stf(il'S Design methodology was used for BuUding Code UBe analyzing the T J DistribUtion ptoduct listed above. -Note: See TJ SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection, PROJECT INfORMAnON: KUBA OPERATOR INFORMATION: BEN STELLMACHER NOFFKE LUMBER. INC. 1601 BOWEN ST. OSHKOSH. WI 64901 Phone: (920)235.3080 Ct'J~~Y'r1ghl ~ ~CJnl by Tr\l~ Ju1':')t" II WCyr:r.'l\i'tll!';cr lJuif~111}"i::' HJC'r~ll."1.",l'D 10 II ,'.q1:-.tcrC!tI Lr.ll,rJfto\l::k of Tt\l:1 J'lli1:tt.