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HomeMy WebLinkAbout05090020-Misc. ., ,- 12/13/2005 TUE 16:58 FAX 8122380585 &\)~ <f'..(C:... 'V.oJ CUENT: Universal Fol'G$t Prodoctu DATE.: 12117JZOO5 SUBJECT: ~rior wall, EXterIor Zone 90 mph h= 3D" expo C 156. Box SUBJECT: 8' sIdewall at1e" c./f; ZX4 #2 SPF WALL DESIGNER; PER ( 25.5 psi wtnd 1_ ) RDS Job: . DISTANCE BETWEEN LATERAl SUPPORT ON BREDTH EQGl;' b (lb)'; DISTANCE BETwEEN LATERAL. SUPPROT ON O!:.PTH EDGE d (kiF SPAN LENGTH OF BENOING MeMBER (I..)- 92.825 IN DEFLECTION UMIT=U 240 o IN ( emer 0 for mnttnuous support) 92.G25 IN ( enter O.1Or conliruoiJs support) MEMBER PROPERTIES QTY 2 b(ln) 1.5 GRADE SPECIES Fb (psi) Ft (psi) Fv (1)$1) Fop (psi) Fe (psi) E (psi) effectl Ie b 12 SPF= 1312 &75 135 425 1322 1.401;+(18 3 d(in) 3S Fc.~[Y'Fc=: 1520.3 psi leb=t(Q'"lb= lAd=Ke'd"" o 02.625 FcE,,<KcEXE'l(IeI<l')"2- 599.69 psi o ~~~~ Rmin OK 20.48 SlondernA'M Ratio OK Cp-=((1 +(FcElFc")}f.2cK{(1 +(FcElFc.))I2c]^2.{(FcE/Fc'!')lc)}'I.5 50>1-= 5O>ledld'" Cp; le'/d''''' IhA largtJt of IGblb or IAd/d= d' needs to match with Ie', so cr... 26.464 3.5 0.3553 Fc'=Cp"Fc". Ie: P/b'O= MllJll psl l!lM!l ft=fc Ft'<(FlXCD)(CM)(Ct)(CF). = S>d/tl'= 1.2 Column MeP.t..~ Reau!rnmant For Comnre!t.odnn FtlntJ To Be ContinuouslY Suooorted for bending calculatlons: Il,l= ''''' 0.438 (visually ~dad lumber) 1735:.12 :o:FtI.CO.Cr 9764.75 ~~E'JRb^2 112.625 161.4$ KbE- Fb."" FbE= Rb'((Ie'OY(l,'2lr.S- Rb<50 slendmness ratio OK IF d/b'<5 thenct."'1.0 (l/!Wl CL=[(1+{Fb~.))/1.9]-{I(1+(rbElFb1Yl_9}^Z-{(FbE/FtJ.)/.95W.5=CL'" 7.92 1.0000 Fb"{FbXCDXCL)(O'l" Fb'=(FbXCDXC~' fO::moment/section modtAutr-= ~psi 1735.12 psi 372.07 psi 2278.9 In-Ibs 6.13 in^S(X-X.aJlis) 10.71875 1n'4 < X-X""'") . '0.095 Cohlmii Deflection OK . . 0.386 . .,.. .. MOMENT~ SECTION MODULUS:; . MOMENT OF INERTIA(I)= . . . .. n"FLECiiON. . ALLOW~BtE DEFLECTION'" " ". MliEfin*n-.;n(lBMd1na- 1,O>=(ft/Fr}+fb/Fb* =. ANO 1.0>=(fb.ft)r'Fb-= Axi~ ComDresit.l1'l tlOO B~ndina 1.0>=(folF0')'2+(fb/(Fb"( 1-!elFoE)): O"~92 CoIutl.)1'I lntp.mction Ecuatlon OK El'ld BMntlo Ched!:iiiltlMllo::ldf;Jre::l Area Provlded= 10.50 In^2 Area Requlred= 1_~2 in^2 I2P_PIate B9ar1na CMclC I 3s'!ilime ton Dlate same milterlal aq cohmn , Area R9QuirQd= 4.11 in"'2 EIld Be;trlno 01< Too Plate e~arlna OK ~oo 2x4 No2 2 ply SPF-e exteriOr wan .' H' 'f. i' d.~' 12/13/2005 TUE 16:57 FAX 8122380585 tgjUU2/UUti langlt1"'1-8-8 ' Stud H"igf1t-l7~'O Width-t).3-.a TPIt pitcl1,xLen. .pring~ 0,11+8, ft..1-2 BPk pitcl1, xLen. .pring= O. 11+8. (H)..O Arv Btoek Hat (c'"*'., .Job:050910P Elevation Report 12f0712005 113~1;1J6 PM Panel:S17 Page: 1 BuMln NalTlll: f3 ~ Nl1m1il: $OCOnd ::itud Spaclng:1...-..o Shm~ X 2 SPF Stud 1st stud ~()-1'.01 Nol'n.Lumbor-100~ 1156BdFt VTP=O-11-10 0fl0et=-Q..3-<\, VTP--e-8-2 Of!set---G-3-4 ShealhinS"i2 BLUE FOAM e L=D-4-ll R=o-o-O T'-D-1-2 L~ R;:O T'"' B~ ~ "~~~'TH -A ~~~6 ~~~~~-~r-~~ 1~~'bS -~-l I ~ l"LM"E' ",' ' " , Ip~y ra'll~ ",,(>..h.7-1"lf Z~ \ I . ~ f/t:.Ift>/./ ItI'15llt$ /1.1. :S(F &"""'" -ye,,c s...,. ...,J,....., I RQ,O.T"," '1,'1 ,\OS .... \(.) . \f\-~ "',RP~1i. I 0:;,1/ (1- t~~ li 1.- :'PF I S+~.I. "'4~'" 4~) ! '. ,.. 1!.f--""--i-{...... . u_ ~-1'OIAJ'IWIIINIO; .~+~!~:!L--.r~ - ",,,"" 'fffllt\T '~"'~~1\ \ . ()O..L 'S !; _-~!f?t;t~E;; f:~~ ;1 IMp-' A ....4- ::... II, j. ::;:~.-;:_~_.____. 3-S""""'[ I , "->-1- I L_ _~___no LocatIon Ust """""",,,n ,.~_l..Els\iI "~ 7-8-10 U<I "1"" 7+10 . 7-8-10 7+10 7-8-10 7-8-10 ..... .~~n _ LPI_n _~~__ l.ebol )~tm Plata ToP Plale Mllmbclr K (><l.{) 0.0-0 N M 0-<>-1 0-<>-1 K ,,1.{) "1-0 K 1-0-<1 1-0-<1 K 2-"4 2-"4 E 3-6-1' ....,. E ..... ....... F ....,. ....,. .J -<>.J:t,:ll :----'":': ~'J "''''111' J F E. e f J J J J ft.1l).J! e.1t-10 e.11-10 M~2 7.,-2 i'~2-10 . 7-2-10 1~ '7-4.oE 1-5-10 7.7-4 8-11-4 1<><<; SPF2X.oHnud0 112 BLUE FOAM 8 LET IN T.BRACE 5PF2X4StUdD SPF2X4studD SPF2X,(StudO SPF::eX4StudO SPF2X4studD SPF2X4N0.20 Stud SIlo...... Ellad"" .... - .... J_ Stud _ S1ud .... -~,-~ ~oTi\ll~~+~ -,{.......... 9oItom crtpplet SPJl 2 X -4 No.2 0 Jack SPF2X4NO.2D JadtStu:l SPF2X4Stuc10 JJDSl;ud $PF2X,(stl,.rlD Jm;jl SPf~X4N0.2D BOttomCilppIes SPF 2X"No.20 Hl)(WmCripIlU SPF2X4No.2D BottaIJlCrtpplu SPF2X4 No.2 0 8Otl:om CripplQIS SPF '2)(4 No_2 D 1-7-10 ..1>6 7+10 7-6-10 .." 1-7-10 1-1-1{1 1"7-10 H-l0 12/13/2005 TUE 16:58 FAX 8122380585 Job:0S09i0P Elevation Report 1210712005 03:.17;06 PM F E E K 1().(i..14 10.$.14 10-7-8 1007-6 1o.s....14 1o..a-104 1M..o "-7oG Jtl.l;:JI; JllekSlud J""'Stud Stud SPF2 X4 No.2 0 SPF2X4Studp SPF2X"'StudC $PF2X4Studo Cutting LIst ~~ Mem~~__.____D6&~_._~ A . c o E F G H I J K L M N BottomPlatfl VTP VTP TopPI8le Jl.dtStud Jad< He.... &It P.. E1aftOm Cripples Stud .... Ofilc:ing' Sbealhfng SPF2X4No.2D 6PF 2X4 No.2 0 5PFaX4NQ.2D SPF2X4j.No.2D sPF2 X4S1ud 0 ~PF2X4No.2D 1.7!1illG.25LVi.. SPF2X4No.2D !,F2X:"(~...(J~o-3-8Acu SP;fX4Ntl-20 SPf'2X4Sb1l1c .!;lI"'F4X2Na.2:[) LET IN T-BRACE 112 BWE FOAM 8 Buodlu'Nltftle: #3 ~ 003/006 Panel:Si7 Page: 2 L.weI Narne: HCOIld ...." 7-8-10 7-8-10 708-10 Oty/ltlngGl ~.~__~~l~_ ___~~_..._~~~_,_.__ (1)11-8-8 (1}[)"1'-1D (1)6-8-2 (1)11~ (6)7-8-10 (4)1I-~ (4)3-3-4 (2)...... ("...... (8)1-7-'10 (6)7-3-10 (a) 1-0.0 (1)8-7--t (3)8-0.0 - 12/13/2005 TUE 16:58 FAX 8122380585 ~UU4/UUo .~\\\,'U1I"lJrl'l,: ~~'~O'fl~RO ,,;~ ~ ,f,s ~.T~"~ ~I\"'.'" ~';;/~ .() ~~ g;t ;."' "'- sA. . QQ E ! d \~~, . S'( #lj ?'O ~;t -"<~f ' t,~ '.~ RECTANGULAR SOLID COLUMN DESIGN (COMBINED BENDING AND AXIAL) ""bll~:t.;\\\\~~ l,I!ijed at temperature <100F and moi&tt.Rt content <19% bending compression odg$ fuUy supported C '" compression. T. tension. no concentrated bendIng loads allowed/uniaxial bending only AXIAL lOAD(P):o; 917 LBS c; Tore Keo- 1 (rotation free, translaUon fixed) BENOING LOAD(wF 2.,13 PLl c= 0.8 ($awn h,Jmber) IRe 2000 .7 Deflection Check load (w) "" 1.49 pll KcE.. 0.3 (visually graded lumber) Column loaded as: Combined Axial Compression and Bending Co= 1.15 ( load duration factor) Q::: 1.15 (repotltvo memb9l'factOr) CLIENT: Universal Forost Producb;; DATE: 12/12/2005 SUBJECT: Extarlor wall, Exterior Zone 90 mph 11= 30' expo C 156- Box SUBJECT: 8" sld:e.wall at 18'" f;./r;. ZIl4 #2 SPF WALL DESIGNOR: PER (25.5 psfwlnrl load) RDSJob: OISTANCE BET'NEEN lATERAL SUPPORT ON BREDTH EOGE b (lb)= DJSTANcr Bl;;TWEEN LATERAl.. SUPPROT ON Or;:PTH EDGE d (Id)'" SPAN l-ENGTH OF BENDING MEMBER (1..)= 92.625 IN DEFl.ECll0N L1MIT"'LJ ;2.40 o IN ( ente( 0 fof continuous.lul'PlJrU 92.625 IN ( enter 0 for continuous support) MEMeER PROPERTIES ctIY , . (In) 1.5 d(in) 3.5 GRADE SPECIES Fb (psl) Ft (psi) fv (pe,i) Fcp (pBi) Fe (psi) E (psi) effec1j ~B b #2 SPF 1312 675 135 42:$ 1322 1.4OE+o6 1.: i Fc...crrFc- 1520.3 psi 599.69 p5i Icb=Ke"lb"'- led=Ke~ld'" o 92.625 F<:E=(KCE)(E')/(leId)^2= 5CJ:>.teb/b= 5O>fed/d'" o SI~m'n~!l Ratio OK ~.46 Skmdem9!>S RatIO OK Cp<((' o(FcElFo'"))I2c)-U(' ->(FcEIFc"))I2c)^2-l(FcElFc'")Ic])^ .5 Cp= a.3M3 le'/er", thalatgar of leb/b Or led/d:;;; d' needs to match Mlh 18'. so d'" 26.464 3.5 FC'=Cp.Fc.'" ~p~l fir P/b'd== = ft=fc Ft'=(Ft)(CD)(CM)(CtXCF)= = 5::>dJb'= 2.3 Column t,6P.A1~ RMuimmenl For ComDTl'!~!'IIon Edaa To Be Contlnuouslv SUDOOrted for bending calculalions; ''''' ,.. 92.625 161.48 !<bE:::: Fb"'" ..e- 0.438 (vlsuaDy graded lumber) 1735_12 "'Fb.CO.Cr 2441.19 ~KbE*E'fRb'\2 Rb=((I"OV{'''2))'' .5= ~b<sn !l:lel'Idem9SS ratlo OK IF d/b'<:5 th$11 CL"1,O else CL!!![(1+{Fb~))/1.9H1(1+(FbE:lFb)}I1.9J^2-((Fbe;IFb.)I.95)}^.5=CL'" 15.65 1.0000 =..1 1735.12 psi MOMENT= 2278.9 in-lbs ~ psi SECTION MODULU$= 3.06 in^3 (X-X axi$ ) _.._.~_~.._..____~._~_, ..~ ...,.:...MOMENJ:OF_1NERtlA{I}=. _5.35937.5..JnN._(.X.X rods.) ~-:__ ;~~~~!\~'E::~~~~;~~~~~-~.~~~lf~~~~~:~' Fb'=(FbXCOXCCXCrp F"=(FOXCOXCrP tb""momentlsectlon modutus= :. ,A~bil,:r._1nn ~tid "Bonoir.Q' - --'C<l>"<ltIFlFil\"iFO'o.'.'" AND 1.0>=(fb-ftVF"" Alllal Comofeslon aM Sendina 1.0>'(lclFc')^2->(!bI(FO"(1.fc/FcE))= 0.710 Column Interaction Eauallon OK End Baalina Chec:k""3Xitllloodlare3 Area ProvIdGd= 5..25 in^2 Area Required:;;; 0.694 1tI^2 Too PIJltA R~rin(j Check ( assume 100 Dlate !UlIme m:df!ml::lR column) . ArGa Raquired=; 2..18 jfl^2 El1d Be::utna OK lw> PI:Jtl') Rm:u1nn OK 8-90 2M No2 1 ply SP'F-e eXterior wall 12/13/2005 TUE 16:58 FAX 8122380585 l4] 006/006 .Job:050910P Elevatlolll Report 12J09QOO5 01:045:36 i"M euoota~'5 P,,"sl:115 LsWl Nam8: First Floot Pag':1 l.er)glhg1>>8 SWd Htlighl;o;;6-10-2 '".'km,.=O..3..8 TPI' pilch. XCeIl, spnnll'" 0, 10-3-8, &-1.2 BPllpitch, xLen. sprtng; 0,10-3-8.0-0-0 Fim_Hgt(ConIe<). Stu:t SpBCing.2-Q.O Stud$'=4X 2 SPF Stud 111tStud~10.12 NOITLlumtIlJre85.3~ B4Ft 1"---' I I A 'A:r,o\&E:'c... WITH "A ~I~~t It:>1'' ?LA'TlE;. '1-<n"1-1o A-" ='nJ.D fER 1'<..'1" Vl""""- ,,""',... A :J:'-.iot:!J."'- 1:5. ~I.,lcn~ ,0 ,......,. ~e. -r..e: I.-<>'ID. I- 3.~~ .......I.w... sf.... ~ %.'.' 'lD-IS ,.~ 1......1.:";7 /0(1.. U. p.lA~ W -,;.,..., I>..-\'U'l'~ w..1.\ z'l(<.{ S",I> s,r .r b'w-. v"'&...-- e<t..~ 3 ott+'o . ""----1 I I I I I ~ ,""" "" 7~ ----,--"" t L_ r ,.... ----to/A FRAMING ffrl-r=r=n ~ ~ LJm~b a.-_ Lilt Ulbol atmfll.TopPl"le ~. o.atrlllllan ...""'" - c ''''"'' 0.0.0 .... SPF2X4Stuc10 8-1Q-2 C ,-3-<1 0.... Sllld $PFZX4ShldO- &-10.2 C MO-1Z 0-10.12 Stud SPF2X...Stl.l~D ..,... C ~-1O'1:2 2.10012 Stud SPF2X4S1udc ..,... C -4-10.124.11)..12 Stud SPF2X4SCUdD 8-1()"2 c 8-10-12 8-10.12 Stud SPF2X4SlldO ..10-2 C 8-10-12 B-1o.12 Stud SP~2X"'studD 8-10-2 C 1().2-o 10.2-0 Stud SPF2X04 Stud 0 8-10-2 CUtII"lII Uti LObol y""",,, """"""'" Q!yJl.*""" lB~ --~_. A ...... ...... SPF2X4N0.2D (1)10-3-8 . TopPl$ SPF2X4No,20 (1)10.3--8 c ...0 SPF2X.tSMID (a}M0-2 D .,"'* SpJ:2X4~.2D (31)1.0-0 LElI!'\/' RBIiN'._ LPlan___~~! AEt8v ..~~~~~ .~~ ~~~~~