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

1860 800 op op beSer bsgu average 17S S iSS 80
Hollow Masonry Units (stress crossssetiOn of Area
Tyyppe TYPE 5 Mortar Mortar 70
not exceed S5 cent Of Climate Strength
the where the ratio of the height to the thickness does
SECTION ia Solid Masonry Walls & to- n.n xa
all points TIC Rp the sCnn due to ve and
other for which the building designed within the limits
s noted Sd s % @ 1n;s v. sS
not than for uppermot S5 feet Of their
6 @ for o@ s ee Of the 80
In residential buildings not more than stories in height
50 feet ain0 height Dt&'"S may
Solid masonry bearing buildings storage
provided they supported either horizontally vertically
Thickness Of nOnbearng exterior walls except fire walls and
Feet and shall inches in thickness for each
S5 feet fraction thereof measured downward from the top of
wall s9:z ya @ % @ @ % to @
a M d ws % A b. or 5 ETar Roe fTo not
Horizontal and vertical joints brick masonry shall be filled
Except dwellings interior bearing walls that less than
shall be ess han
unless oN mfta t haFfpi Of Hoo% a Masonry Units
~ The thickness of hollow masonry units 5n shall all be sufficient @
loads for which building designed prescribed
The minimum thickness of walls of hollow masonry units
shall not be less than that required for solid walls
Walls of hollow masonry units shall so feet
Walls of hollow units shall be supported either ho
zOns tie at rig right angles tot to the wall face at intervals
Hollow units shall have full of the
Whele or hooW uns used to make up the
at veTtica intervals not Exceeding feet by tapping at est
per cent in thickness than the unit below at Vertical inter-
walls Ts NOT exceeding eI e Il hdc inches r N
sqd Ss be between
top of the thicker shall be filled soidy with mortar
walls piers hollow masonry units suitable provision
shall be made for bearing at the ends of all beams and
SECTION il4B Masonry Mason venesying venesyin 8, ,,u,.
into s the backing
by substantial cOosiOn resistant metal wall ties spaced not
Headers shall project at least sA inches the backing
Masonry wood structure wood steel framing
shall be anchored by metal ties spaced not
tie strefcher securely
fastened to the structure.
tans behind the sha be provided over wall OPENINGS
or 0shsc EToS R5Ss as Of Stone Facing
be I fae w Oped Ss
anchors with section not less than or There
anchors for each stone than feet in length and
shall have at least anchor each feet
SECTION 115-solid Walls of Plain Concrete
The thickness of walls of plain concrete shall be sufficient
other loads for which the building designed within the limits
The minimum thickness Of plain concrete walls be
@ bs s1
story eg aen an & try 81 I T not over
Is feet.
Solid walls of plain shall be supported either hori
zonay vertically right angles the wall face intervals
exceeding 20 times the nominal wall thickness
Reinforcement symmetrcay disposed the thickness of the
wall shall be placed not less than inch and inches below
openings and extend not less than "a inches each side of such
openings be of equivalent length with hooks The reinforce
above and below shall consist of g inch round for
SECTION 115A-Renforced Brick Masonry.
Reinforced brick masonry of less thickness and without the
lateral support specified for solid be used when
'DprsEscST SECTION II Ne HaoHs Support
lateral support required for all sections by this
ordinance shall be either horizontal vertical be obtained
by walls piers buttrsses when the limiting distance
horizontal by floors and roofs when the limiting distance
vertical.
SECTION All himneys must be started bottom
of the structure building which they
located from the ground and be carried upward vertical
direction
material shall chimney upon flooring of
wood timber construction Every chimney forming of
wall shall rest upon sufficient masonry or concrete foundation
Brwork Of all chmneys without reference to the
for which they be intended must be laid with solid joints
thoroughly filled with mortar grouted and no opening between
be lined with fire clay Innings throughout.
Wooden floor beams studs and other woodwork be
framed around the chimney at each story and be not less than
be ~ inches distant herefom No fue shall be less than
eight 49, inches by eight 0 nches furnace and laundry dryer
fues shall be not less than eight 0 inches by twelve 2 inches
Every heating apparatus heat producing appliance designed
fue connection shall be connected with fue conforming
provisions of this section This shall not include cleo
trio appliances appliances approved by the American
Gas Association.
An chmneys shall at 3) feet above the
highest point which they contact with the roof of
the building least two ) feet higher than ridge
wall within ten O) feet of such chimney and any of
such height will produce draft
No apparatus appliance shall be connected to ncner
ator flue. -
SECTION 2O6For the purpose of this Code and
ingsu