HomeMy WebLinkAboutLaminated Beam & Column Plan (2)
('J l~Cf"
June 6. tgeS
F1le ~o. E-123~4~
1.. J. HO'lty
111 W. Front St.root
P~5htieot ~ S~151
Lam1.nated Fe9.M ~nd Column Pla'ls
f'op Eoltday Inn
rroliday Inn, Ine.
S"ln S. Schanot & Co., Own$l'"
500 $. roel1~ Bd..
{l~hkos.b, wlr..'!i","ago Count.y
Plan WuM~er B~-'2-0034-B
J:!lm~~ E. Lftrson, ~'U~!'v19:tng :Ar'chtt.~ot
Pl~n approval for t~4 r0~eroneed project is withheld pending receipt of
:!HMit1onal lnro~aUou and/or t"'i!!'lY1.s~d ~lans. It" t~~ ~drl1t.ieMl tnform,ation
I1nd/or plLW'ls aro not t"~eeiV'1:!d prior to August 1 f 19B5, plana rlll b& stamp~d
filklt ft.flprC\v~<1" a,'.l1.~ NJtu1"'Zl~H1. APPl'""'Wtl le "<J1thheld M~aUl!~ of th. fol1owtng
cod~ vtclations.
rt!r~ 51.03 PI} Tha hol1dome 1!t"'eJ! !s el~9s1fied an typt# ~ eonatrt,lct1on (hlll!l\'j
t imbar ) . Heavy timber colw.ntJ vh:tch support the roof systtMS a ton~ are required
to !~ 6 x 8 no~inal members.. C~lumnB ~~ioh $upport ot~~ $yst~ms ~31ces ~h~
rocf $1n~m are requ1rad to be of 8 x e nom1na1 me.bers. Your plans indicate
t.hat 'you ar~ 'lstng 6 3/11 x 6, 3/14 S1Zll t:1eabers. 'The nomin1l1 d11t.'itusions t')f an
8 ~ 8 are 1 1/4 x 1 1/1, the nominal dimensions of a 6 x 8 are 5 1/2 x 7 1/4.
Th~ f 3ft $Quar~ columns 40 not meat tbo roqut~ement$.
!LHR ?O.12 Some or the columna which you bavo shoun on the~e pl~ns ar8 to ho
d~:Jtgned to support t~e m0?zantnn t\r-ea. Your calculations have not t11dlc~t.ed
thr!t t1"lese columns !:l:!Vft been dNdgn~d t;.o o~:M7 tbl'A. mo',u:sntne t:u'''e~. 'l'h~
recz,'i1'n.,1n~ ~rea shall b~ rla!;1gned as ~ '!"'ecr'1'!at.1o~al firea, a rdrdmu~ 75 }')ound
live load plus d~ad load.
YO\U"!3 t...uJ.~',
eo: Mr. Cary N. ~~~~hot
elo Sam S. Schahet & Co.
3137 N. Y~r>tcll~n ~., S\:lite 202
!ndianpolie, IN ~62~8
C;Jl'l R. Soh~~ffl\r'
P1 an Fx~mt l'l!)l"
('fal. 608-261-7?36)
Jame3 r. La.rson, Architect
600 s. l~tn St.
03uko~h, WI 5r.~O'
CHS:'l1,l1:?O?
ec:
11-3 .r.:'t~v(;\ns"'n, l'~n~ ~lU_I{97_tltl;.}l, r:-Y'tr:1~'l
Of;!1J:o:Jh Bu:Hdtng rn8p~t,!j'"
/
:/1"