Perth Amboy evening news., 1911-06-10

Reeesses In Foundations.
Section 81. Recesses may be left In the
/ foundations or walls OF the lower stories
of any building, but in no case shau Ihesc
walls Of the third stories OF such buildings
be less than eight Isl Inches.
No recess for alcoves, water or, other
inches In thickness at any point.
Increasing Height Of Party Wall.
Section %. If 1t is desired to increase the
height Of any existing party or independ-
ent wall, when said wall is less in thickness
than is herein required. 1t shall be done by
ed thickness. with the old wall. or not
less than four ca inches more than Is
desired, and no lining shall be four t4(
inches thick for more than one story OF
said lining is to be supported on proper
foundations. and where four 90 inches
ed wall, and thoroughly anchored by
wrought iron anchors driven into the oIu
When Existing Walls be Used.
Section 80. No existing wall shall be
used for a party wall or other purpose un-
less approved by Inspector Of Buildings,
and the supports of walls shall consist Of
How Walls, Each Story be Built.
Section "a. The walls Of each story shall
be built up to the full thickness to the top
Carrying Walls to Roof.
Section 30. All walls shall be carried UP
to the roof sh eathings, and to top lines of
built twelve t12) inches above the root ana
COPIED with stone, iron or terra Gotta.
Size of Coping.
! Section 90. Coping If VI blue stone, shall
not be less than four g inches thick
Section 81. In all buildings any portion
of which is used for any other purpose
than a dwelling, the hall partitions of the
or other ~hreproof material, and the under
side of all staircases shall be covered with
metal iathing and plaster, as the Inspector
Walls Bonded Together.
Section 9S. All walls shall be properly
! bonded together, or anchored to eaCn OtneG,
by tie anchors. built not less than sixteen
do inches into the side walls every six
shall be not less than one and one-half by
three- eighths inches In sizes,
Walls Anchored to Beams.
to each tier OF beams with iron anchors
not more than 80 feet apart, and extend
ing tto within at least four t4( inches OF
the soutside face of the wall; between all
! openings there shall be at least one an
Choir, and where beams with anchors rest
on partitions or girders, in two or more
lengths across the building. they shall be be
obtain a thorough tie.
Walls to be Braced.
Section 100. All walls shall be strongly
beams of each story, and when required
and necessary shall also be braced from
the outside until the building is enclosed.
Building of Piers.
Section 1Ol. All piers shall be built Of
lated piers to carry Orders or supporting
walls or columns or posts over. shall be
we'll bonded.
Isolated Piers.
Section 1872. Isolated piers shall not ex-
coed in height twelve Q2) times their
Section 1913. Every brick pier less than
nine superficial feet in area at its base,
urnn on which a wall rests or Intel span
ming an opening over ten 0O) feet and
teryals than thirty inches apart. have
built into it a. bond stone not less than
four inches thick, or a cast iron plate OF
sufficient strength, and Of the full size of
the pier.
stone Caps Under Orders. Etc.
Section lod' Under all IRON hte6amas' EFT CIR
be a cap or template Of stone or iron Of
sufficient size and thickness.
AshIar Not to be Counted.
Section 1O5. Ashlar shall not be count
ed as a part of the thickness of walls as
prescribed for foundations, and the walls
so faced with ashlar laid and bedded in
cement mortar
Section 106. All stone used for the fac
ing Of any building or part thereof S shqll
ness. and strongly bonded or anchored to
Brick Used.
Section 107. The brick used in all build
fngs shall be good, hard well-burned bricks,
every sixth course to be a header course,
and If laid during the months from May
to October, inclusive, shall be wet
when laid, all joints shall be slushed
anu all Walls quit plulIlD dllu True "
line.
Walls Faced with Bricks.
Section los, Where walls are faced with
brick in running bond, every sixth course
b%onders. or by splitting the face brick into
as shall be approved by the Inspector of
Buildings.
Section 109, The sand used in all build
ings shall be clean. sharp. grit sand. free
from loan or salt.
Section 10. All mortars shall be thor
oushIy mixed by careful and persistent
working.
Section III. Cement mortar shall be
made of sand and cement to the proper
ton OF not more than three parts of sand
to one part of cement and shall only
Lime Mortar.
Section 112. Lime mortar shall be made
Of not more than four parts Of sand to one
part of lime, and shall not be used until
thoroughly slaked.
Cement and Lime Mortar.
Section ll3. Cement and lime mortar
the proportion of three parts of sand and
one part Of cement and one part of lime,
Concrete Foundations.
Section ia. Concrete foundations shall
be made of two parts of sand, one part of
cement and pot more than three parts of
gravel, all to be carefully mixed before
Door and Window Openings.
Section 11j. All openings for doors and
windows in all buildings shall have a good
and sufficient arch of stone Of brick well
built and keyed, and with sufficient abutt-
meuts or a Intel of iron of sufficient
strength, or of stone not less. than four "a
than -four 90 inches at each end.
timber LinteI.
Section 116. When the - Intel
with bearings Of not less than three go
is of a less thickness thar