Burlington weekly free press. [volume] (Burlington, Vt.) 1866-1928, 1912-12-05

The roof construction of building to ho
a continuation of steel and wood rranin,,
For the long spans over main waiting
hall built-up steel girdors arc to be SGT
and between same wood
framing ls to be introduced.
The roofs over tho end wings arc to bc|
of wood framing entire; tho transverse
brick walls forming ends of main waiting
hall will act as bearing for a portion
of the roof construction.
Tho entire roof To 10 constructed fo,.
internal drainage, all areas to he wood
planj;ed and the whole to he designed ia
sustain live load OF forty Gw pounds
per square foot
STONE MASONRY.
The base course of the building az shown
above the grade line to a point an
prox.matcly one foot above first floor
finished grade line, is to he of a rock
face or dressed local granite. all to be
cut for a true horizontal line to receive
the superstructurc.
All exterior steps and door thresholds
to be of eipht-cut dressed granite.
BRICK WORK.
f.xccp,ing for the face work as EXPOSED
on all exterior walls. and whore II may
he elsewhere specified. tho work Is to he
best quality dark, hard. mcrchantable.
sand struck brick, al TO be laid In cement
mortar.
The exterior face walls as shown are to
he laid in a selected. water struck. dark
red gray or buff brick. sample of which
is to be approved by tho architects and
engineers.
This exterior brick work Is to be laid
in Flemish bond.
All exposed brick work in basement viii
he of common hrick as speciiIod'
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All of tho exterior trim as shown on
the drawings Is to be an appropriat,
color. matt glazed terra Gotta. to have
vtroous surfaces.
This terra Gotta must bc uniform ii
texture and color, and samples must hc
submitted for tho approval OF the arcli
! tocts and engineers
All ashlar and fiat pieces must b'
| STRAIGHT and show no Wavy surfaces.
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| o,,, .,,, ,,,f,o
,r,. .s ,.,.,. -. =, 49,, tool, mic,
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surface and to he iointed in nanels.
This mixture to be lmpcrvious To waite
end same is TO ne oolorcd or 'lh'cd u
| directed ny the architects ana engineers
| All of this moor WORK Is IN DC arrange
with sanitary covered nasos III all Oh III
rooms
MARBLE WORK.
The waiting hall floor is 20 hc laid i
mosaic or with 70 inches Y ]. inches Y
inch marble tiles. using 4 selected whit
Vermont marble of n fine homo finis
for floor work. and as impcrvious t
water as IS possible to obtain It. Thi
floor shall be from one to three step
above the outside platforms.
All rooms of The building arc to hav
base finish T. inches high OF polishc
Vermont marble of suitable color
All of tho lavatory fittings. such a
closet partitions, etc, will he of 1 inc
polished white Vermont marble or SLATE
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,'' '''' ''o'u' ~ vs. .o". ',',a
VIII W. VI S"'''pie >'' ''''''' MAJ
STRtCFl RAJ. STEEL. AND lfoN
WORK.
An of tine structural steel throueho,
tho huiI1inp ie IN ho ne b.st grade one
heor,h ar Bcssemcr steel. using standa,
har.s all as nor f,on,ir,, nlans. an
all of pron.r strength TO support If
l s,nariunosed loads with standard co,
( ncctions and anchors
, Tho elevation hoists ar. ia he ,uclos,
with heavy wrought iron grllles
. Tho pcneraI roofing is TO be of Fl,
| nIv tar and gravel cunuosition roof.
All roof surfaces are to be des;snc
I for internal drainage.
/ ,r,o co;li,,,. md rar,i,,ors ~ or,,ur
flo,,. arc 10 hr furred with metal m
/ are to be metal lathed ana to ,6 Via
n tered th,cc coat work
Main waiting hall TO ha'H plast
,>.,e.,,
u AM ''-' 'i' W
Il In addition TO general "oou frame to
: construction all secondary partitions a
10 ne Oh ""ou UT 'i'c 'oNs'! uct'o'
All general INFERIOR "ooi A'ls" "
oe VI ieu ''' W t'''" ''"
AN sr"Oi''
q irrhos I've 6 inches with bac,, Ia,
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