Perth Amboy evening news., 1911-05-27
PERTH AMBoY EVENING NEWS, SATURDAY, MAY p, 1911.

GOD inches apart each way.
Hecesses in Foundations.
Section 81. Recesses may be left In the
foundations or walls OF the lower stories
walls Of the t6ird stories of such buildings
be less than eight go inches,
No recess for alcoves, water or otner
pipes shall reduce to less than eight 49,
Inches In thicknsss at any point
section "a. II it Is desired to increase the
height of any existing party or independ-
ent wall, when said wall is less in thickness
q n lining Of Brick Work to form a combin-
ed thickness, with the old wall, or not
required for a new wall at a total height
desired, and no lining shall be four a.
inches thick for more than one story OF
said lining is to be supported on proper
foundations and Where o to ~ an am ihen9s
ed wall, and thoroughly anchored by
wrought iron anchors driven into the old
When Existing Walls be Used.
Section 90. No existing wall shall be
iess a4g C . per'i by WA" inspector Ga e fer9 Of Billings,
and the supports of walls shall consist OF
How Walls, Each Story be Built.
Section o., The walls Of each story shall
be built up to the full thickness to the top
Carrying Walls to Roof.
Section s5. All walls shall be carried up
all cornices. and all party walls shall be
built twelve Si29 inches above the cd rGof and
COpeQ WIFI EIOnct lIOu UT ltlid Sott1s
Section 90. Coping If Of blue stone, shall
10 Hall Partitions.
Section 81. In all buildings any portion
Of which is used for any other purpose
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 Building. may direct
Section 98, All walls shall be properly
bonded together. or anchored to each other,
5 rs, TIC ,n shsa0I isto BUILT int n side less wsli tha every sly's sin
(sl feet In height and all such anchors f prs
three-eighths inches In sizes.
Walls Anchored to Beams.
Section %: IN walls w shail , be aa aGe6oga
ing to within at least four (4l inches OF
the outside face of the wall; between all
chor, and where beams with anchors rest
on partitions or girdeTs; in two or more
strongly boited or strapped together to
obtain a thorough tie.
Walls to be Braced.
Section 100. All walls shall be strongly
braced during their construction, from the
beams of each story, and when required
the outside until the building is enclosed.
Building of Piers.
Section io1; All piers no shall a be b sll ,so OF
lated piers to carry Orders or supporting
walls or columns or posts over, shall be
Section 1902. Isolated piers shall not ex-
coed in height twelve Q2) times their
last Dimensions.
Brick Piers.
Section 1oa. Every brick pier less than
supporting any beam. girder. arch or col
unn on which a wall rests. or Intel span,
s aiPs TN 0 p Maikf. s sSsf. t sa not 3d. greater es q ana Ina
tervals than thirty inches apart. nave
four inche. thick, or a cast iron plate Of
sufficient strength. and of the full size OF
the pier.
Stone Caps Under Orders, Etc.
Section 104. Under all iron beams. CIR
ders. truesses, columns or posts, there shall
be a cap or template of stone or iron of
AshIar Not to be Counted.
Section 105. Ashlar shall not be count
herein provided. unless built and bonded as
prescribed for foundations, and the walls
so faced with ashlar laid and hedded in
Section 100. All stone used for the fac,
not be less than four % inches in thick
ness, and strongly bonded or anchored to
Section 1o7. The brick used in all build
every sixth course to be a header course,
and II laid during the months from May
NliS w VI ~ StiNA ~ ae'
and all walls built plumb and true to
line.
Walls Faced with Bricks.
Section 10S. Where walls are faced with
brick in running bond, every sixth course
shall be bonded with whole brick diagonal
b baITes an od By Ssos s=Rflis'i me t ssm aae With 1liG a e so1o
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
fnoa ha1 h N1nor h n Grit sand free
from loan or salt.
Mortars.
oushiy mixed by careful and persistent
working.
made of sand and cement to the ropor
ton OF not more than three parts Of sand
be be u Daa iRmmed Is Gsla after being mixed.
Of ' not more RE- than FL four parts Of sand to one
Thoroughly siaked.
Cement and Limo Mortar.
Section 119. Cement and lime mortar
shall be made of sand. lime and cement. in
the proportion Of three parts of sand and
Concrete Foundations.
section ia. Concrete foundations shall
be made Of two parts Of sand. one part Of
small, clean broken stone. or good. sharp
gravel. ali to be carefully mixed before
Door and Window Openings.
Section lis; All openings for doors and
windows in all buildings shall have a good
and sufficient arch OF stone q brick well
'ments or a Intel Of iron of sufficient
strength, or of stone not less than four 90
thick, with a bearing not less
than four (4) inches at each end.
Timber Intel.
Section 116. When the Intel
K Of less thickness nnno than
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 III. In computing the weight
Brick work shall be established at lis
pounds per cubic foot. and facing stones
shall be estimated at $50 pounds per cubic
foot.
The safe bearing load for brick work
shall be estimated at eight tons per square
foot, when laid in good lime mortar. In
tons per square foot when laid in good
cement and lime mortar; is tons per square
foot when laid in good cement mortar.
Strength of Floors.
Section 118. The strength OF floors shall
be estimated In addition to the weight OF
| pounds on every square foot Of surface in
| buildings for office PURPOSES; one hundred
and twenty 12ol pounds on every square
sembly; one hundred and fifty G60) pounds
on every square foot of surface In build
ings for stores. Warehouses and other pur-
poses. and fifty (5o) pounds on every square
foot OF surface for all roofs.
Strength Of Iron Columns.
Section 119. Every iron column. post or
other vertical support and all trusses,
beams and Orders shall be of sufficient
l load and n Of iron. the manufactured or