The Greeley tribune., 1912-02-08
.,v,v $50, days from date thereof
STAY WV ARTICLE ii.
Cou.tructloa Of Buiidinx

section IL. BUILDINGS; Nails :,
M Sev'aP w,Ii' structure. building, par, H'
narts thereof shall hereafter uv rx-
constructed, alter ai,.teH with 1 the provisions
=" section is. FOUNDATIONS crpta rropts
foundations n,sDarsa OF m"for for the support Of
snaalti nait,nss De ~ BUSINESS buildings shai'
have their foundations ,d SUM ~ sur
least three feet oelo" ana .nT no founda-
tinn within the fire limits sIa,. ,fa ~,
less than three feet below .ne oT The
Of the E ground, the Several ne parts of any
buiidinr shall be proportioned SO nae. rn.
The pressure shall, as nearly ns of
tica BILE. be equal on noa o,'' in excess OF
the safe bearing capacity 0i & 'ne ends I'd.
and in no case more than s'ooo f'"''
to sset,on sne saIaie IA. WALLS. In brick walls
svsrv sixth course shall be heaaers;
walls shall be securely ahcnoi a haam
the top OF each story. All hoor- e, n
lists and headers shall be kept ~
ieast two inches clear OF any w, W.
enclosing a fire Hue or chimney ,sails
Beams or joist enteriFs least three
to be cut on IL sia"' W
'' section ls wALhs WITH11;Hh TI.lr1;hpIHG, E!ff,
LIMITS; SoPRs PHRE ASp SToFfR FfRE e EscAPEs IN
PtBI1C BUILDINGS. Except as heror ',r
matter specified, any building ,on an
structure Of any aka,nstr9cted k,ma 9r % or piac-
| cd within the fire limits OF the w
shall have all outside and paroy pr.,,, or
composed of brick; t,;' stone ,e,eriaI g1n 4 tin
| or corrugated iron sheeilns OF Itid
ing on the sides or ENDS or ~ q Wood
ing. otherwise eonStrur.eu nst o,a,ar,ai shall
NOT he sufficient to put such builulhs
IN conformity, with the proHvisronss Hlsnns 70 70
| this section, but shali pe ,s r,ou he
| =. tpI
issued for the erection wlthih iidinrs VA n
| limits OF wooden or frame puiiul.St
10 be used for coal or w1oo nru S,r' thnn
no such building shall be more t.rht t,,1i,
airht by ten feet nor more than eight
| feet high. said frame onlldihS 10 In In
covered with hre proof ma'Sriai' a G,t,t o,,t'
| all frame buildings in SAID Sity out-
| side and partition walls shail oe piv
vided with fire stops consisting & ni one
or more timbers OF the same uiineI IN in
sions as the studding cut ana NJ IL.
| tight between studding at least one
ir each story Public buildings shall
haye adeaua.e fire W .sJs esespesTi THICKNESS
OF. The footing and walls OF any
and all business buildings shait De
not less than the thicknesses set forth
Ali footings shall be not less than
eight inches wider than the basement
walls. A., f,,.
ing shall be not less than twenty one
,21) inches wide and eight tS9 inches
thick; the basement wall not less tfhn nan
thirteen t13D inches wide and me
first story wall not less than nine go
inches wide.
For a two story building the foot
ings shall not he less than Twenty-Five
(25) inches wide, and ten tl0) inches
thick: the basement wall, not less than
seventeen 90 inches wide: the hrst
story wall, not less than thirteen ,l3l
inches wide: and the second story wall
not less than nine t9) inches wide.
For a three story building. the foot
ing shall be in two parts par tbso so"siSs shirtv
three t33) inches wide. and ten tlol
inches thick: and a SECOND footing on
top Of this no, less than han. tWenfychss W, tychse
thick; the basement wall shall be not
less than seventeen uO inches wide:
the first story wall not less than
thirteen G3) inches wide; and the
third story wall not less than nine
For four story building the foot
ing shall consist of three parts. the
first course being not less than forty
less than thirty-two ls2) inches wido
and ten uoD inches thick. and the
t2S) inches wide and eight. tsl inches
thick: the basement wall shall be not
less than twenty-five t25) inches wide;
than twenty one (2D inches wide; the
second story wall shall be not less
than seventeen uD inches wide; the
fourth story wall shall be not less
than thirteen q2l Inches vide, ,.
of stories Tor ali given thickness Of
walls must not exceed ten feet in the
clear for the basement. sixteen feet in
feet in the clear for the second story,
twelve feet in the clear for the third
story. eleven feet in the clear for the
fourth story and ten feet in the clear
IL any story exceeds these heights re-
spectively. the walls of such story and
of all the stories below the same shall
be increased four inches in thickness
additional to the thickness already
mentioned, and further like increase
in thickness of all such walls shall
of such story shall be more than the
81 ssst,sa sxIsr1Se, i; iSNcREAsiSa AEiGHr 7,
desired to increase the height OF exist
ing external or party walls which are
less in thickness than required by this
stories in height. the said walls shall
be extended only as considered safe
by the Building Inspector or City
Section 1s. DWELLINGS. Build
ings erected and used as dwellings
only may be constructed with walls
specified in Section 16: and any build
ing. cottage barn one story in
height may be built with walls not
less than nine inches thick. except
veneered brick buildings. where four
inch brick walls may be used.
Section 20. PIERS; BUTTRESSES
and HOLLOW WALLS. In the use
OF piers. buttresses or hollow walls
FOR the support OF any part of build
ing or structure the same amount Cor
morel Of material shall be used as
would be required In walls for such
support. All hollow walls shall be
propery bonded together with brick
stone or terra Gotta. Hollow walls
shall be built solid after being cor.
beiled over opening twelve 12) inches
below bottom of ioists. and ali sec
tions supporting beams and girder.
snail be built solid with Portland Ce.
ment mortar. under heavy concentrat.
ed loads.
Section 21. PIERS. BurrREssEs
AND PILASTERs. All piers, but.
tresses or pilasters that carry two.
thirds. or more. of their safe load
and are less than four feet on any
side. shall have bond stones every
four feet in height, and such bond
stones shall not be less than six jnche.
In thickness and the fun size of ~.