The Detroit times. [volume] (Detroit, Mich.) 1903-1920, 1911-02-23

Should any story exceed the
heights here given. suoh story
must be considered 40 two CD or
more stories In height.
Two story single residences
o-sr one thou aS u.coSS "a. e,
(D Inch outside masonry walls
on q twelve (la) inch thick foun-
eation wall Sp , TO sns n ths, n sSId
outside walls do not exceed nifty
800 feet In length.
One story buildings having no
one wall more than twere tlI
more than twenty-fye (s6) feet
long, may have walls OF brick
concrste or hollow blocks, eight
(s) inches In thickness. but all
inch thick foundations up 10 the
first Moor level and should these
buildings have sloping roofs the
eight (s) inch walls must have
pis see. 81 81 0 BENDING. For all COM
mon brick walls and piers. the
brick work shall be bonded BY
using full header courses &C least
once sssry sixth course o, In hs sl,s
than common 10 used for facing.
thoroughly bonded into the back
with II. ordinary running
bond" the face brick shall %
Cd not over sightssn (lS( inches
srs behind.
II the face brick ana the
backing brick are OF dinsrsnt
bond at least every tenth course,
face brick shsii not be counted 60
part OF the thickness OF the wall
-Ea.misS S'0 Or sEnsi,.h" bond, At
least every fourth head must be .
fun header. II the face brick and
the SsStins, ; Of Sr,ss are ,ss q sue, sS;s
inches Of face brick shall not Do
:: :sI n: va: 81 part Of the Thickness
s.ssss !. s q. :s: :.
lions with regular brick bond
heavy wrought iron anchors not
s:: ss.1 ss s sazs e. ineas rs s sns
SEQ & TERRA GOTTA FACING.
where rsrra Gotta facing 70 used
for wallA this Terra Gotta must not
be counted a. part Of the. regular
rs4. Cote. q a' o Ms s ass . sa.
tinuous brick bond 60 the wall
backing at least every twelve CAD
inches In height. and provided NO
course Of Terra Gotta shall :xoesd
prov}dsd that aii hoiiows for the
niisd in solid With ssioE =
cement or with concrete.
Al ZIP, presscsins course srr 49, e Tsr
bearing on the wall 20 bring the
csntsr Of gravity at least four 90
ample steel frame anehers spHrev-
q ~ the department. az batidAngs.
Sec. & AsHAR Stone used
snd f hnow ase an sAs q an. sSa not ):
less than four t<) inches thick.
Stone Ashlar shall be anchor
Cd 70 the beoi<ing. and the backing
shall % Of sueh thielness - 70
Ashlar. conform In thicknsss with
the rsou1rsmsnts Of this ordi-
Should n. Asa,.. ,. no, i:s s
bonded s Int. &. p Ssssins init n aas
D 2: so Of S. s ~.i Part Oh 'h' 'n''A
Iron Ashlar plates used IN
imitation OF Stone Ashlar on the
up with. the same thickness OF
bricl<work a. required for brick
wall without Ashlar.
All pro3ecting coursss OF
i9 on m wsi ht 70 prsnn asntSs Of
g ssay, witty At least feur tO inches
Sec. 8. WALLS AND PIERS or
COURSED STONE. Whsrs walls or
outside piers are built OF coursed
s ssSas rs an S': :sss S, beds D and
may be built OF q less thiokness than
the specified brfckwork. provided the
crushing strength OF the stone n
greater than the brick. but In no
quail .' Is p 3; h ?: s;s
Sec. Z. LEDGES. In buildings
Of Glasses ], and when OF ord
nary or Mir construction. bear
in thicknsss shall have eorbsiisd
brick lodges pro5ecting st least four
60 inches - carry The ssAs - joints
II = S.is, main. $3.50. g c.:.::: 2: "a a,
Ing twelve (lD inch bearing walls
the joists and beams shall not e9-
tsnd more tAAa sos % inshas t.1e
sso. L PARTY wALLA Party
difrsrsht owners shaii be &C Isast
four 90 inches more IN thtc1ns0
nan required for bearing walls.
Party wa1s bseweeu buildings be-
leaetng 70 M samS ownsr and
Srected q the same time shall not
- Ices In thickness than ps0u1rsd
~ extognal bearing wallR
Al enenings n party yallg chau
9owo regular underw11tes9 standAro
as s,, r''A'fins A's'' ss sanA - Of
Geo. .. pIyIs1oN wA1.L.a In
bu1ld1ngD Of C1aAD 4, divfelon wal1s
vfn b required ~ folIows; When
IN ordinary oonstruction" any In.
saus1. ~. sear IN 'D; % Cont. sSs
1000 square fest. I'm '.protsoted" or
',nrs-proof construction" 1900
square fest The walls whom re-
CURED ahail b Of the thickness
,v e. IN shs t sso,, I'D and Al oRsninS.
derwr1tsrv Standard nrs resisting
doors on each stde OF the wall
Buildtngp % divided shall b treated
In regard % stairs and nrs escapes
ss two Il 70. n YAS Ris.s. WILLIE WHhYs.
Psrapst walls OF brick. not less than
- inches thick. covered with wealth
or proof coping OF inoombustibls ma
terial. and EXPANDING at least one
foot n1x inches above the roof Of
buildings not over three stories high
and three fest Cor buildings more
than three stories high shall be
built on al buildings where suoh
roofs are nat. whore the roofs abut
building stands on any lot line: alse
over dfvfsfon walls between separate
bufidings or over division waiis of
the sams budding, on street or allsy
with on street and aiisy lines n ths
main valls are finished with ineom-
Ausdbas cornioes or cutters at roof