Perth Amboy evening news., 1911-06-03

Cao) niche. apart each way
,os ssstia6 81 or R .ssi: 81 PIX K. y lover ssf tories
Of any sqihlaiqs put ttd n no Of case .scs shS Snlld ahsss
be less tina eight .tsl inches 49,
No recess for aleoves. water or oths5
in'ni Increasing re Hsisht. Of Party wall.
Section %. IL It is desired to increase the
emit wsr, When said wan is less in thickness
thsp is herein required, II shall be done Dy
ed thickness. with the old wall. or not
less than four 90 Inches more than rs
d dssnisfd a f0d a no neM lining ~s' shall as = be 5s'1 four neg ~
inches thick for more than one story OF
said lining is to be supported on proper
foundations. and where four (4( inches
thick Is to be applied only to hfm. CLEAN nv
wrought iron anchors driven into the oio
When Existing Walls be Used s.u b.
isss a appr e Par'i BY wn Ins pr toner q Di BRSildinss,
and the supports of walls shall consist of
How Wallis Each story be Built .Dol
be built up to the full thickness to the top
Carrying Walls to Roof.
Section 90. All walls shall be carried up
to the roof sh sathinss. and to top lines OF
all corniees, and ali party walls shall be
I'LL Twelve klEJ InCuth IL ioOi ohh
COPIED with stone, iron or terra Gotta.
Size of Coping.
Section ss. Coping II Of blue stone, shall
not be less than four a. inches thick.
Hall Partitions.
Section 81. In all buildings any portion
than a dwelling, the hall partitions. Of the
first story and basement shall be of brick.
or other ~freproof material. and the under
side Of all staircases shall be covered with
metal lathing and plaster, as the inspector
OF Buildings may direct.
No1I~ Rnndad TnRathRT
Section IS. All walls shall be properly
bonded together, or anchored to each other.
90 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 ss ssaS ti ss q III bs sal.' w shal iP Pe aa ane6oTs
not more than ts9 feet apart. and extend.
ing to within at least four az inches. OF
the outside face of the wall; between all
Choir, and where beams with anchors rest
on partitions or girders, In two or more
.trasna,v boited or .tranped tosether to
obtain a thorough tie.
Walls to be Braced.
br sesd'0 during ing tfnedfr CONS oonstru aait from the
beams of each story, and when REQUIRED
and necessary :hall also 30 braced from
Building OF Piers. :,
Section 1o1. All piers shall be built OF
pTlck, Ihtu III thlCn iuoIthib aho &a tDO
lated piers to carry Orders or supporting
wells or columns or posts over. shall be
Isolated Piers.
Section 1o2. Isolated piers shall not ex-
coed In height twelve Q2) times their
Section 1903. Every brick pier less than
nine superficial feet in area at Its base,
umn on which a wall rests, or Intel span:
ming an opening over ten Qo) feet ana
ssPpo,tip tba a vail thIrts shall ine r. not ap sass'si have I'VE
built into 1t a bond stone not less than
four inches thick, or a cast iron plate OF
sufficient strength. and of the fun size OF
the pier.
Stone Caps Under Orders, Etc.
Section 1o4. Under all iron beams, CIR,
be a cap or template of stone or iron of
sufficient size and thickness
Section 1o6. Ashlar shall not be count
ed as a part of the thickness Of walls as
herein provided. unless built and bonded ss
50 faced with ashlar laid and bedded in
cement mortar.
Section 1oe. All stone used for the fac,
not be less than four as inches in thick
the backing.
ings shall be good, hard well-burned bricks,
every sixth course to be a header course,
% october, inciusive, shall be wet
when laid, all joints shall be slushed
and all walls built plumb and true to
line.
Walls Faced With Bricks.
Section 1Os, Where walls are faced with
brick in running bond, every sixth course
shall be bonded with whole brick diagonal
halves and backing the same with a con-
tinuous strip of metal or such character
as shall be approved by the Inspector of
Sand Used.
Section 100. The sand used in all build
ings shall be clean. sharp, grit sand. free
from loan or salt.
Mortars.
oughly mixed by careful and persistent
Cement Mortar.
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
be used Immediately after being mixed.
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.
shall be made of sand. lime and cement, In
the proportion of three parts of sand and
one part of cement and one part of lime.
Concrete Foundations.
Section ia. Concrete foundations hall
be made of two parts Of sand, one part of
small, clean broken stone, or good. sharp
gravel. all to be carefully mixed before
using.
Section 116. All openings for doors and
windows in all buildings shall have a good
and sufficient arch of stone Of brick well
ments or a Intel of iron of sufficient
strength, or of stone not less than four ca
inches thick, with a bearing not less
than four (4) Inches at each end.
Timber Intel,
Section 116. When the Intel
with bearings of not less than three (S)
Is of less thickness Do thar
there also shall be a good timber Intel
inches, and a double row-lock of bonded
arch turned over same.
Computing Weight Of Walls.
Section lit. In computing the weight
Brick work shall be established at lis
pounds per cubic foot, and facing stones
Shall be estimated at 100 pounds per cubic
The safe bearing load for brick work
foot, when laid in good lime mortar, 11h
tons per square foot when laid In good
foot when laid in good cement mortar.
Strength of Floors.
Section 11s. The strength of floors shall
be estimated In addition to the weight OF
materials at not less than seventy-fve (75)
pounds on every square foot of surface In
buildings for office purposes; one hundred
foot of surface in buildings for public as
sembly; one hundred and fifty. 050) pounds
on every square foot OF SURFACE gnS In n build p1
poses. and fifty 900 pounds on every square
foot of surface for all roofs.
Strength Of Iron Columns.
Section 1l9, Every iron column, post OF
| other vertical support n all trusses
beams and girders shall be of sufficient
; strength ano to l. bear ea ,r safely Sbs Its ma ,ntsnssa 5ot @,
contractor shall cause to be plainly marked