Nashville patriot. [volume] (Nashville, Tenn.) 1858-1860, 1859-05-09
Carpenter and Joiner's Work.

The whole OF the timber lumber used IN the
building be of good sound merchandise quality,
free rom shakes, large and loose knots, aud other
defects, that used for the joners work 10 be clean
and well scaso ed.
The inists of all the floors are TO be Il inch ~
nch hxed 10 inch from 20 centre, and double
briged every feet apart, with bridging strips inch
X inch, Ia be covered with best yellow pine floor
ing grouved and tongued a inch thck, m width,
averaging inches, To b" through nailed complete.
The roof is 70 be a principal roof with un'bers as
follows Tie beam consisting OF three Jots well bolt
ed together inch II inch, king pot inches X 10
inch principal rsft7rs inch inch. purlins inch
Y inch, common raiters "a inch inch, ridge
piece iuch s, fruits inch q nch, queen poet
inch Y inch, all TO be thoroughly famed, spiked
and bottled and put ON wall plates inch 2ls inC Ia
wail plates also {" be used tor every door the
josts inch by pa nch, the three Josts forming the
lie beam he boIed by 10 bolts, and To have shite
oak keys, 10 IN number, across.
The cornice is TO be made 20 suit the design shown
on the elevation all 10 be framed In the best manner
with dressings IN good seasoned poplar the brackets
to be out Of six inch stun and 10 be well through nail
ed GA To the wooden bricks lett in the biick wall for
the purpose For roof and cornce see working draw
ings of Architect a. be given when required.
A gutter of tan TO be formed in the roma mould Of
CO mice oil the ordinary size
The plonth or washboardi Us 20 be y inches high,
-. inrh ogee mould top, the Ia DO ;ngued,
the washboaTd TO be out oflean, well seasoned pop
lar. -
sign shown the elevation, and of the size uai kcd
on the pans The outside nuish 90 be u pain bead
and To be recessed back into the WALL the inside nns
or arehtritrave To- be a. iu'h ogce mould, except
inch and 8 inch iascia-
The sash Of all tbose windows To be double hung
best sash pulleys and be ntfed with good fasten
invs complete The sash and unsh o. be out of good
seas ned white pine with poplar fascia aud ground
work. For size IL head, class Of framing sfe Work
nag drawing OF Architect which Is 10 be strictly car
The clock window Of tower TO be three light win
dov u i,h moulded muioIs and arch mOuidnss all ~
be copstrn, ted Of white pine, and the lights To he
flied IN with boards of the requisite siZe and
; ope TO keep the rain. See full sizc drawing OF
A mall step ladder with inch trehfs, 10 be made
Of white Pine ith trap door feet vide 10 be Iars
Of the contract Tins for access 70 tower
Th.. main doors Of the building are 90 have solid
moulded frames panbelled Jainbs, 90 be Of the
width marked the plan, and % open in tRo pieces
These 10 be hung 40 inch hinges 60 each half and
=, y.n ,,tside o. be fastened with superior modice
lock and furniture complete. The doors o. he pan
relied IA four panneis. With plain ogee mould, AMI 10
be out OF white pine =. inch Thick (sce fun sized
drawing } 20 he circular headed and 60 have moulded
tranrom Iail aud fan hight Tbe he'ghth 90 be as
marked on the large drawing
The inside of building % have architraves 10
match the windows and o. BE- Of the size ana width
mar ked the plans 20 be psnneiled on both sides
with plain oeee, N be cut Of well se1soned poplar
with psnneIci lambs the doors b. be - inches thicK
10 be hong SO inch hinges and fastened with su-
perior mortiee lock and furniture complete, 0or
height, OF MOULDING % b used, zee large draw
ing j and % have transons where directcd.
The siAireaises 10 have = IN clean steps, Win
plain nosings and inch riseTs, hDused. glued and
wedged INTO the wall string and cut, and notched 70
the inner string, with strong, rough carriages and
furrings for the plssterng The hancTais 10 De "a'
81 clean bright cherry, - inch - inehi properly
moulded with a COED turned nnfsh fuf nesel- The
baustsrs 10 be pialn straight do, "a insh by inch
two ca each step aud 10 BE- u pcpltr, Sel seasoned
the newell 10 be out Of inch stun and turned - s
design.
Cellar or basement frames q cedar Of The usuAl
size and strength, be placed where directed n Tar
mace chamber, CoAi do.
ir,els o. The requiFed iehEth and strength =
be placed AL Openings shd arr - have - taeh
1 hGId on the NAlls each q the oI'rniofs
No0d brfks 10 be Inserted on The sice q All open
ings every sab course - "a tns nnShins % a. sis'
ne T.,of 4, ~ be hlpped al the corners shown
and O. have hip priuctFaiFs With valley ieces, an
The breaks or pr ctus formed scr The stair caser
elaak rssssns ke ~ have The Ordinary c<'ninl
ralser ruuf the Whole % &C. a o. be cgyrrcd slu
sesi elase edged sleeng plank tof In % heavy aAi
| Az an - be vel ssliered and couble apfrd. Al,
rsrefay tsrnsd ever TIE eres ~ oornics, kc. 81
nzshings CUTTERS, and doSn sfostS, as Also Valleys
he a tl.- best qualify - and D. be utie ever.
xay conglele saa resfect 30, the cuntrsctef Srin
Fesions BILE Ior al ieks, &e-, amer thc buid1s h.
be.n reeetved foF "a kat zine ussntis
ne ruaf - tFNeE - b. ie;t sh0s nE tiaeefs n
site and ths Nais q Do. bot - Be piasterrd- N
to~er . be nnh@d roseriE and eEtircly ArOuhd N
ouF sit~s The nnai 70 e n.t~he4 fof vase, ths Al
ter net beng N the eaFpeaaef's eobtaet
Generally (ceaditionAl
ne whoAs e the sorks be performed m n
soaBdert Ana muEi serk aanike uAnaeT Sl.h the oss
faat-riats 81 every tescripfioa and a. tse eatlr
s.sislsefian a ArcA1ecs ane nalisias conmllles-
Al uefks indtseetiy necesf-ry fur TIE proper CON
rietiab ~ ne bnliains ~ - l~rprtee - fet
Tie cauiFsst alIboaEh tilr Eus nay 10 bc taftsF-
larry described ssi isFtA = ne ef@sAes - 500
bcsiiens.
- = l4FA