The Pleasantville press. (Pleasantville, N.J.) 1912-1929, 1923-09-01

imam lhlItttI inSiits III - - :,
walls shall be determined by the Buildine
Inspector. and in accordance with t1'
character OF the baildlng anu rs IhteaH'
ed uses. All eight-lnch WallS
shall be constructed OF nara prlck.
The following table snah govern tnt
thickness OF all pflck waits except dc Sc
! forth heretofore:
One Story .......... )
Two Stories. ....t..S ;
Three Stofles... % 9 Q
Four Stories...,..l6 y ; 3
Five Stories.......l6 10 Y . 3
Seven stories. :. -. 20 20 I6 16 y s s ,
Eight Stories....z q ~ ~ 10 10 - ,
and whenever ana Wherever the b!llulht
Inspector may deem necessary PildstSIS
of four inches greater t~nlcNness than ~
walls, and at least twenty llcues II
width. shall be built up ana properly
bonded in with the brick walls for ms
support of girdefs, beams ana truSsSs'
The above table shaii fsIer 10 pullii4 ~
the stores or WiiSn s IN 49, tI' ,saiIs eve1l
feet in the clear. In an nfiek vans SNea!
seventh course s9ah De . ueaaet Coe eo
except where W2Ils are laeea Win , AL
brick. ana m ~hlch Sdse 49, SSSeAoc,
course shall he ponded with IRON tlSs VI
by herring-bone pond. +,
f~oundatloll vans ol ~ eimh+ inoL
buildings TO be not less thai elsnl III
es, brick or eohefeIe. .,a-s+o,,, roo,
Porch PIERS piers Tor one-story Ie ar
kitchen or real sheds not less 'Hai
twelve lneneS. u 49, ,-oa bo-
-Four men brlck wall may Ut use" DS
tween porch piers. - .,5
Footings OF concrete Tor I,afle JUN
ngs to be ten lnches IN aeplu aIu ISL
inches wider IMAM wall edffleo On tueltt
F9otings OF eon Sd Se,r tee riches n
brick buildings 10 pc loufi5en lnenes II
depth ana Twelve lnehes HiaSI 1i"h wan
carried on them. -. +b,ao+o,,
FootIngs OF coherete hQd nobes ~
brick buildings 10 De eIsnt5ea t hon 1a ~
depth and twelve inehes Wlaef thah wal
carried. e. he
Footlnss lot iouf storleS ~ a ~
as determined by the Building inspector
Department. . II o,o,
No elght men pIleh van " 'e O'S-
twenty-five feet IN nelshI -,
Twin houses anu housss ILL u e. ~ w !
must have an elBnt men pllYh M M@i
between each ~pulldlhs, eaIIied ap4Nc iOOi
to a helghl OF az ledst 49, ~ ,51
SECTION II. An olag - 9S Ill n ib,,rni
dlngs saal pS - 80 ba 1sad for
brlck. Salul9H n44Sh nc - 49, oI,t-
filler, out shdA Iet sHo" "a my W.
er face OF any vail b,ii5i,us boroo fte,
Section IL. IN an b4lIallsS ~ ngIe oI I
erected, aitefeu or co4stt4eteu, an IN
neys shal be bali{ oI ello4, se9sie BTicl,
er non-eoilpusllble nae ats ;natNae
chifnneys SN3li LhNe ! 80 -
of brick work an around thelI nus a.
less same ar ilIlea ~ -. iaoLas of tbe
Innings, IN when case Ioa5 iASilSS y -
brlck-Wofk may De olll1sett' - IiV~n
an cniilne4s shin s+r+,oi1 -
DITCH aiu 10 u ~ - ,1sed Al
cept where nue. iiiiAs9 80" -
Cnlnne9S sIaH ne loppSu ~ = Tta
feet above the apeA % - ~ - - - ffro3,
neNs eNtenalh5 eisnl - ~ -, ~ LII
any portion OF 4 teo3, = u , b 49, ~
an enciIehns 50 lleii ilou go 70
uected ps = men IN - -, ~
sodtioa 10 Concrete for foundations
In ~ /, - of moi les han one part OF
shall pc llldue % iol - 1iia1 - ord
Portland cement 70 mr. pal1s 49, nt
ana HNe parts oi cen +Iro,,gL
such SIS as - 10 Has 5 ar n s 90 cieap crave
two o. men Il NM Il OF - LOU nT e5Tss5 i Sla as
HLai III eaf,3e,5f md stone on
ILohgi' -, 80 III he NO. e1fred and MIXED
5aoF0i n oa1erat. ,rban in Mace shall he
NY. a. t.a5Sa - a1ov9od To set
tT.titbbooI'fs being disturbed
iSio'te w. bolia,- eoncra+a bril-
Stc{ioi -. y ife4 - - 20 b,,,ildinpe
I.n5 D III q ra13,osa5 of At least one
rnv$ standa1d PortIand cement. and not
par 9t'ii'at - af afaa3 ooarsa
20 eNee5u y - - q T,ivt,,,e Of al
SilaIP saiiu o4 - = p. q 1, 10 a.
Ieast on 49, ~ IL ~ ~, s,15itable
pats " 49, I'll nat he more
aSgreEale, biosha 10 III - 49,
man thlIiE.siA HlGIAs - u lfii ~ No. IN riiidtb
man Lsi Higiis9 II 49, 49, n an ,1a,.a +Len
iul less - - ~. boIoT
sixteen lhcHes' 9io1Ns ~ nat Liol.o'
spaces, PtoA - - y NJ i'I r. ~.
InllQ Oh eel pio qan II lo41 ~ hrtd C
ploDh9 49, . l991lle i II - -
mem - oi ~ ~ - ~. 49, sTaiI hl
IGCeSSe4 5test al ne IA lo
IlIeq sQId Win cement aha sailu lI3Ivaa
IL tne p tbst ~ - d = s4t st on nus ,rte,. u
recess lleY siiau Dc set oIe- d9dLISI ~
an inch apart, 8nd The l95n 55,d MED VII IT,
cement AIoqt. ~ soiH IN 'loeA9 ~ Sm
corners anu auslea Shal 'e east n oIe
ElstJ' IHleSiii15 ~
biocha sl.4l y ~ 49, - '9s9 ~
tl!GI easllh5 beioIe ~ 4ztp III an
Dulldins van ahd slaiea a lsnsI5e .est ol
one huillIsd anu lASiNs po9lH5 10 "
square HicH' anu lMeaSe tuii0ttH iouiIui
compression test. WIN lhe eNeeptlon o.
] size. TINS cause SHdIZ aI4Ih- 10 ttIIltfll