East Cleveland leader. [volume] (East Cleveland, Ohio) 1942-1970, 1950-06-15


PAssEb ssETANR MAkcA AZ a. 1s4a ''N'
M p @ ea fn and ns % 3 @
ally N9% GpsFaGH TaF # 0TPa B II opNED by the
City of East Cleveland Ohio ourths of all members elected
SECTION l. That Sections 1O7 49, 49,
Creating the the oe Of Bindings defining
udng vRtSn the City Of East e
Eau 40 '0i''''9' "MATERIAL FOR FOUNDATIONS
o Foundation walls of any DTnE nsn must st
fame ua % tile when
ee na ~fes o the ground protected
& be 0 S beea Sepo 5 With %
waePoofng compound Wherever hoOw tile is used is nece
popey and to breaking OF crushing
HEIGHTS yNb 4cKSE FHEE SSR oT dNF 81 MEASURE
SECTION liz For The the purpose p Of this this Code d the unit
% wall at ane s shall no R
Wien laid in VAIL shall equal two (a)
THICKNESS OF MORTAR POINT
Sy m No & t na as b M as"
SECTION IL Walls shall be deemed increase, in incre
ID approximately four .e and & . Ss.S inches
aa f one one I and @ ~ Van
three (8 headsrs and two O mortar joints approximately
~ o,, y" CURTIN ANp APRON WALLS Is .,, .
oheF scene us bangs s
buildings assembly halls office OSdngs m nm % & e6
they supported in every story independent iron
date between the piers"
5 sgdns which hey
No chan change chimney win be permitted
material and in shall chimney rest upon flooring
wall shall rest the ground or other sufficient freprOO
which Sy 1 ss
nghy ON M
floors and s @ 5 telling M made t @ sad n
All ues be lined with fir fire clay clay Innings thTOughOq
framed around and be not less
a Snf m 9S No @ @ han eight S
a g @ @ h nchds by sRS s e6 Syer ' 'h" be
is u!s Ssf 3
constructed a above described"
SECTION 2oe For the purpose of this Code buildings used
by the
the location the lot said location to be
Es stEsr p essss ssi @ ssas sss
autenoSss se shall
@ .f% 1s
@ with 4s dwelling ,d must 4s
part of such within
and the FoGs6ET5S ESSy t Ee.s Il fH
Sor .a va 9 S 5 s
SECTION 112.-Materials All masonry walls shall be
Except specifically provided in this Code in
promulgated by the Building Commissioner the
of the American Society for Testing Materials the
the qualities of building materials shall be
deemed to generally accepted standards
+J freezing for at least s hours after being placed
against freezing taken
built when the temperature below 32o rising
temperature below 400 F. falling temperature at the
point where the work No frozen materials shall
Except when Independently by grders floor
wall shall be built upon more than 20 feet height In advance
SECTION i12B~Piers Piers having less than four W square
of when located at intersection with
shall be bonded into and built part of that wall.
OF buildings shall
built of The unsupported height of piers shall not exceed
times their least dimension Hollow units shall
not isolated support beams and gder unless
with Type mortar which the
allowable load may be increased by 25 cent.
SECTION 113-Openngs. Except for permissible chases
recesse openings, walls shall thickness between
lateral supports When change in thickness due to mini
thickness requirements between floor levels the
greater thickness shall be carried to the higher floor level
and window walls shall be spanned by we'll
buttreed arches by te having bearings propotoned
their loads but not less than four (4) inches
No masonry, except for interior partitions shall be sup
ported grders other form Of
SECTION 113A-Mortar. Mortar used in masonry
Compressve strength of inch
Type cubes at % days-lbs. per So in
$500 above
600 to $500
to
rs to 200
the classification has not been established by
the Building
proportoned accordance with the following table shall
be assumed to be of the types indicated.
~ Aggregate measured
Mortar Hydrated lime in damp and loose
Type Cement or lime putty condition
(Portand Ito "A Not parts
(Portand) IA Not over parts
~ tlandl Not tover3 3narts