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07-0254 Bldg. B Engineering~E E '&JJ/ & A.... .~ .. ~ 1 g .F. .Ad. ~' ~-i st ~t~arl ~~~gal~ticazas ~~ l~t~rl r~ ~rti~l design c~ly. ATE ~~ll: x as , 1ti"~. 110" c~~ac Tpira 5. f~psf .~psf 1.Sp~f 1.2ps~ 2,psf 1.5 sf era ~,c~a = I» ISpsf ~,~~a = ~~p~~ ea ~,c~a = psf era I.. = psf art. a = 20psf ~z~~ ~.~~ = sap~~ `dQrs = $4ps£ Fic~~sr: 1~ sae znd: 5 ]Exp. eis~nze: bite ~las~ -~-- T3 i ~t~~ .~ ~ c~~ap -- _ ~~~. a ~, - 3 ll: Garza ~ - ~' ~.Trzi eight = ] P~' ~r~ieticzn ~- C~.45 ~earira~ - OOQ ~'k" coil z°~rties as~r e al~re.. ~,~axralar~: x ~ x - ~# F x > I.~ - 4 v4 peer i ple span = ~ car- et. cantilever. note: t'c - ~Spi ~~ - as 1 irra~lifi ~1 9e s °"" ~ ~~us30 grad 5 rrapl~ (~S~ir c~ Fait :~~ ~a = ~ i~ 1 '11.6 ~VVal~j ~ = °i0® 1. ~ X11 i5 is "1 i ~lifie~i (1 `i6^t~.) ~,~ fi?. . ~ shear alb) . ar~el~rr Itarr~) .1 ~® ( cad Smear all) .~T ariti~~rer alt~r~ ~ ,~ ~uLi: ~e~(~t~~a~~}}l~a, ~,9~~~3~ Ft"R.:'i (36C~) ~0`~-~~93 s~~--L: Pale o~ (~r~~ tor±{ 9~d ~~ C?Ehr€ra i old 1~1~lf~ ~!f?C9f` ~}l~t `!"!. ~i~da~ 10 t6~~lls `! 1. ~i~~?!`lfc`3C~iii F~€~~f Flt. ably ~. ir~d Lca~d L€~~t Tc~t~l Ls~~d 1-2 oczf 5.5 0 11x7 10 1317 -3 f~crc~f 14.25 0 209.2 95 19874 aUtV! 1191 l;c~of t-lt. 4EVlr~d Lca~d L~r~~th Tc~t~l Lead ~-l3 Rc~c~f 0 7w2 150.22 5 5407,92 5407.92 ~, ~ ~ - ,~ ~~ ~°, ua i l l ~ I J ~ ~ I. I I I I I I I I~ I I „ I L ~ ~. }I I ~ II i' I ~ . . . f ~~ I I I ~i . . _ V I I ' I I I I I I I . . . a _ .. .. . I I ~ ~~ c~ ~ ~a ~o~s ~~ .v ~r a _~ ,. ~~ .1~ ~, ~~ ~~ U O 4C1 ® 4~ ~ 4SJ GD <T? cPJ R7 C'} e¢' 1C7 W ~> ~ [V o~ f,{j ~Q~yyJ > iV~ {~ Q a1 ~ ~ ~ Q ~ ~~ ~ ~ ~ v v ~, Q m ~ a z ~ ~ , w ~ ~ ~ ~ - ` ~ ~r ~ ~ ~ ~ ~ - ~- .~ P ~~ ~ f ~ ~ ~ ~ ~~ o ~ ~ ~~ ~ ~ ~ ~ ~ h ~ ~ C Q ~ 47 O P Q ~ ~ ~ ~ ~ _! 417 i~ ~' ~ ~ ~ Q Q a _ ~ ~- ~- 4V ~, - -~ ~ ~ ~ 1~ ~ 1~ ~° ~ ~ 4X3 4~ 4~ ~= 4~ ~, = ~, ~ e Q ~ 14 ~ ~ 4~ a ~ Q ~ 4~ ~ ~ ~ Q ~ ~ ~ ~= ~; a 4~ ~ ~ ~ ~ ~ 4 ~ ~ ~ Use S/" dia, y 10" clzor Bolts (~. `s) with single dates az~zd 5iS`° dia, y 12" AB`s with dozzle and 3x plates spaced as shown on the drawings. A `s shall have `~" of embedment into footing, shall be centered in the stud. wall, and shall project throu ~ the botton~z plate of the wall and have a x`?x11 plate =aslier. A11 wall sheathing shall be 1/"?" ~ pl~, cod, ./" `l'1~1 l sidzng~ or 7ilE" C?SB with extezior exposure glue azld span rated "S 4/0" or better. All free sheathing edges shall e blocked with 2x4 or ?x flat blocking except where noted on the drawings or below. .All nails shall. be or l Od cozxzzxzon (d coz on nails ust be 0,131 inch diameter, Snco R~'2~ Nails are equivalentm if 1 Od coz on nails are called foz~ the diazxzeter must e 0.14$ inches, Senco Nails are equivalent). Nail size and spacing at all sheathing edges shall be as required below or as in the drawings. Dail spacings shall be 1`?" o.c. for all field nailing except as noted. Hold downs are Simpson °`Strong Tie°' and shall be installed per the manufacture s recommendation. Equivalent hold downs lay United Steel Products o pang'`l~ t-Sag" that have 1CBQ approval c e sulastituted in place of Si peon hold downs. All floor systezrzs must lac blocked solid below erxzber that the: hold dawn is attached to. This black should be equal to or larger than the zneznber the hold dawn is attached to and e placed as a 46squash block". A11 double and triple studs shall glued d nailed together with lOd`s at 3"' o.c. far each layer, All 4x studs are to be 2 F and all x studs are to be #1 F' when used for hold downs and shear walls. AI..I., V~~,L11 ANI~ RC~C)F FRAIt!IINf~ I.UI~IBER S~IALf. BE I3~1t.TC1-F1R 2 ~R BETTER. I c pSC° ~` BILE s; .° I: ~" .~: ,' F2. ,. size: ,. -_ ~ .~. :~~M cacatiera: span: Li~~: Lead; d ~, !: ~°' ~` 2 -r a .,~ -~- size: mss` ``~.~ s. i; ~: size: Gomfaany rwse n ineesinc~, lnc. July 24, 2006 t~esiner artald ahekratt ~:49 A Job dumber : urnett Checked 13y: rt?is a~la~Sections fear ember Gales j 9 ax Ir~terna!'Sections for IUleber talcs 97 Include Shear C~eformation ~ j Yes er e Tolerance in P-L?elta Analysis Tolerance 1 10.50°!~ __ F-iot Rolled Steel Grade (AISG: ASD 9th Gold Foi°d steel Code All 99: ASCU _.~~____~3 ~ ~S Wood Gode I f~CDS 1: ASCU I ~lDS T1T1 nature ~ 100E _ jGoncrete Gode _ I AGl 1999 ~_~ umber of Shear Regions j RG' ion S aGin Increment In ~ _~~ ~ 4 Concrete Stress 131oc Rectanc,~ular ltse Cracked sections' I Yes ~ _~~ dad Framin Vlfarnin s ~!o l3nused Force lNarrtn s ' Yes , era a#erial rnerties Labe( Species C.~r~d~ Gm Emod u Therm (11 .,. Dens k/ft^3 1 (VVALLSTI,l~ ( d~otaglas Fir-Larch o,2 ~~-~- .~ .035 S o Section Sefs Label __Sha~e ~ Design List Tie R~aterial Caesign Raffles A [in2~ 19Q 270 i_.~0 18ti}~in4 1 1NALLSTtJ® 2X6 IRectan uc,~_lar beam { LA1fll STtJ T ical_ .2 1.547 i_ 20.797 e er rf a _ ata Label ~~I Joint ^ *' J Joint Rotated.. Section/Shapes Design List Tv~e __ il~aterial Desi n Rul... 1 j WALLSTD j 1 N2 _I ALLSTLl~? Rectangular 13ea 1ftiALLSTUC~ I Typical ben vance ata Label 1 Release J Release 1 ffsetEini _^ J Caffset in T!G Canly PhysicaB TC?M Inactive 1! 1f~1ALLSTlJDL I I I _1 ~-Yep I ~ ~!®t`nt Ce~ordiates and Te eratres Joint on a ©nditions RISA-2D Version 6.0 ~G:IRISA\all stud.r2d] Pags 1 ~c~mpany revise ~ ineerin , Int. ,1uiy ~~, ~~~~ Designer r®I hnenkrat J:49 AM Jc~b umber : ctrnet~ Checked Sy: 0o esi n Para. stars Labei__._,Sha~e Length~,._ Le-auto Le-in ft~~bend isan~]!~-bend.bcat[ftli 4~-out -in CF# Gr_ ;C}u# sw...i Ira ~w~ ~___VVPL~.ST.. (v_1~al~i~s~,..~1'I.,.._~- `i ~ --~------? ------~---? - ---~---~ -~ 1 ( 1°'es i --~---~ ,faint Loa s an enforce Pspiace Brats ( ea Loa _ _ ,loint Label L L~ IU! C~irectian _ f~agnltudefk.k-ft in rad k~s^21ft I 1 ~ _ IV2 i L ~ _~ -_~7 _ Dint Loads an nforced isface Brats ( : srao ) _ Jc~irat Libel L [3 iVd Qire~tion Magnitude k k-ft in rad k~s^2/ft e er Dint Loads ilraernber Label Dlre~tion ___ altitude k k-ft LocatlonL,°fo~s o Dada tea ~'rint ... ~ e er istribte Loa s~,„ L in 6yieber Label Direct'son Start Ma ~ nitude k/ft d...Erad (i~a~natude k/ft.d.,. Start Locationfft End Location ft l~ -~[ p ~ vvaLLTD i =~ - I .caz~ I 0 asic Loa aces f31 f'. r)e~~nrintinn C'.afannev X C;ravity R' €9ravity .3nint Prsint f'ti~trihi,tari 1 Dead Load c,ne ---- --- 1 ~ ive''Load ~ i`4csne I ;; r" ; ~ _ 9N~nd Orle ~ ( ~ ~ SrioW _____~~f?ri~ ~ 1 ' 9 Loa o ~.?fnatlonS raa~s^rintinn ~;nlvaaPr9 ,F2 RI C': Fartnr RI f'. Far^tnr Rif: Far°tnr RI ('. Faetnr F36 f'. Far:tnr RI f': Fartnr E3l_C' Factor BLC Factor 1 DL-~LL+sn~Yes DL+~,L+S+vu..lYes Y ' Y 1 1 2: 1 ~ 1 1 ' 2 1 ~~ ~ ~ ~- 1~! a_~ ~ 1 3 DL+LL+SN~2.,.IYes Y ~ 1~ 1 12~ ~. ~3 j 1 I ,DL+ Yes Y '_ ~1 I- ~_ ~ ~ _- "' L a o ination esi r)a=crrintinn AS6F f'rl ~,t+rarir~ea lint RnIIPrt {.ralri Fnrmati NnS Ulfnntl f:tancr~ta 1 I DL+LL~-sn ~ DLLL.+SIV+/2 I ~ 1.1 I ' e7 ~ _T_I j_ Yes ~ ~ I 1 ;_ Yes I - ~ (DL+LL+S~112+~~ ~ 1. Yes~ ~ ~ ,~ I _DL+V1! !; - - ~ J Yep ~ uefone ,.faint ispface ants .(Hint X iinl it ~ finl it Rntatinn fraril Ir. 1 1 ' rnax Q 1 4 ~ .924e-3 I 3 L ~ i ___ rrt~n ~ min I E~ _.w~.. .v~.~~_ ~ __ -~.C~1~a s 1 1 L ~ ; 1 ~-5:4e-_ t 1 3 F~IS-2D Version C.t} [C.IRISI~,la11 stud.r~d] Page 2 ir 0 ~ 513 4 0 i ' 1 3 i~2 ___~_____ rn - max min _ ~~ .124 - _~ ._ ~._____ ' ~ 3_J ~_ ~ 1~' _~_ 0 1 - _ 0 0 1 1 5 _ Totals: rnax .248 _ ~ . I 1.52 1 _~ _ _~ _ ~ = - m_ sn i ------ 1 i .513 - _ 4 nveioe a iaer Section orces member Sec ~ 1~xsal(kl Ic Sl~ear~k~ ~ Ic Mament K-rt Ic 1~ 1tV~L~S~IIC~ 1 rn~~ 1.52 1 C 1 {~ 1 ~ coin ", ,513: ~ 4 -.124 3 0 1 ~3 ~ 2 rn~x __ __ 1.52 _~ 1 a ~ .156 _ ~3 ,n ~ ~ ~. r = na:~ :~ 1 4 ~ ~€ 1 ~ ~ r~tira-( _ _:.513 E I _.031 ~ 3! 0 ~ 1 5 max 1.52 1 0 ~ 1 ,357 3 i _ min ~ ~ ,513 ' 1' 0 1 11 ~ 6 max 1.52 1 31 3 .335 3 1'2 I min'' .513 ' ~ ^ `,: 4 ~3 1 ~ 0 ~ ! 1 13 't 7 i rnax min',, 1.52 .513 ~1 .062 ! ! I 3 ~ 1 .26~ 0_ _ 3 1 ', i 15 ! max 1.52 1 ~ .03 3 ,156 3 16 1 min .513 ' 1 0 ! ' ': 1 17 ~ rnax ~ 1.52 1 .124 (l 1 1 E _ ... min:: .513 4 ~l ( 1 ': 0' 1 nveioe emtaer Section tresses ~ 4 max .134 1 0 1 0 1 .531 3 min .0 4 '' _.006 ', ' ~ w:31 3 [~ 1 ; _ c 5 max .184 ~ 1 0 1 ~ 0~ 1 ,567 3 1:43 E 1 rnln .062 4 _ t~ 1' -':567 ': 1 8 ; ' 1 11 ' ~ 6 max ~ .184 ~) 1 I _ ,006 ~ 3 0 1 .531 ~ 3 2 I I ~ 'nnin .062 4l 0 1 -.531 `- 0' 1 ;. '' 13~ __ ~___7 rna ,1#34 1 .611 3 0 1 .425 3 14 ~ min .662 `4 1 0 1 ~ -;425 3 (? 1 .' 115 8 max .184 ' 1 .(317 3 0 1 .2~R8 3 min .062 4 0 1 -e248 3 (~ 1 - 17 ~ ~ rnax ~ .1~ 1 ~~ .023 3_ 0 1 d~ ~ 1 1 ~ i ~nin _ -_.o6 _ ~ -1 ~ I l~1SA,-2CJ Version 6.0 [~:~! a,~lAal! staad,r] Page 3 ornpany : reoise Engineerin , ino. July 24, 2006 Designer arold Fianenl~ratt 9:49 A Job rr'?ber : erne checked y: e/ pe a er Sect-©n li s ~2 ~ 3 ~ ~ I ~ _ miry rn~~ min'. _ 0 ~ _ -.2µW_^___ 1 ~ L~~~. ~ _ 4 _ ' ~:0______V__, i 1' 3 -- 1 ; N 1391.307 I NC ' ! ' 1 3 1 ._ _ ~ ~3 I rnax -.O~P1 .182 3 758.202 3 _ `6 i ~_ ~_ln ~ -.004 ': ~ 'I ~®(} ( 1 ' ~ N 1 7 ~ 8 1 ___ . 4 - re~ax _ min -.002 -.006.'_ 4 i 1 _ .236 I _~_~ ~ 1 _ 583.527 ~fG ~~ 3 . 9 1 5 max -.003 ~ 4 255 3 1 x40.219 ~ 3 ,,10 ruin ~ ,008 ` ,1 ~' 1 N~ '; ;;I 1 ', 11 ; 6 ~ rnax -.003 ( 4 36 ( 3 583.527 ~ '12 I ' 1 ~ rain ~__~~01 `' _-~ - ' ~ _- __- - ---":0 ' ~ 1 N~ 1 ~ 13 7 max -.004 4 .18,2 ? 758.202 3 `14 i min: ~ -,01 2 ~ ! '1 (l 1 ' 1 N~ '; 1 15 8 max . -.OOx ' 4 .099 3 1391.307 3 '9 min ;' -.0'14 ' 1 ~ 1 '' NG ! 1 17 ~ 9 max -.005 ~ ; I 4 0 _~ 1 I C 1 18 __I ; min ! ; ~-.016 ` _J - ~ '~ 0 1 ` ' !~C ': 1 ve/ore S cad Ca eck~ Member Sha e tie Ghe~k L.oc ft Ic Shear ~... t.c~c ft] Ic Fc'~kss Ft' ksi Fb' ksi Fu' ksi 6VDS E ra 1 a~~sTt~l 2X6 I .348 _. x,TS 13 .149 I 0 _I .?C~3 11.196 ~ 2.1x3 .152 13.9-3 c~futiar~ ~rn6ng Lacx _ M~~s~e j - IVo C?ata tc~ Print .,. __~ F21 aA-2 Version 6. [C:IRI>Alwrall sud.r2d] Page 4