The Detroit times. [volume] (Detroit, Mich.) 1903-1920, 1913-10-22

5 tached TO each block ny tho
maker I'll thereof and and, copy q SAID
{ the Department 81 1uiidiSs: st
. the time application - made for
0 license. ffA
CO. ARTICLE XIV.
Sec. s, Foundations. No fovn.
3 black soil. No foundation shall
I be built on flled ground. except
3 for frame buildings not over two
J, shall be propor;ioned Tor the sc-
8 tual average load they will carry
. in the completed and occupied
. building and shall be- carried
2 or rock. except where piies are
I Every building Within the city
8 limits except sheds, and . kept
: Ave "e CAS- S' fsst high "H, from All 70
plate. shall have foundations SCI
9 brick, stone. iron. steel or con-
Q crete laid on solid grosmi: ior
2 When solid earth or rock 3 not
3 found Buildings Of clAsses q
! and not over two CD stories
s high may have feupda tons Of r
Z less than fve-eighths ,(S). Of an
8 inch OF Portland cement mortar
3 or other water-proofing material
i sheds and frame buildings not
. over twenty-five (25) feet high
3 from sill To plate may be set ON
4 cedar posts not less than eight
s inches .(s') In diameter. or ON
Z than eight CD inches in diameter.
s or on masonry piers not less thaa
8 twelve u2) inches by twelve
Sec. 10. Drainage and frost.
2 Before the walls or any building
3 are carried above the foundations,
the cellar or basement shall be
S connected with the street sewers,
6 and such cellar or basemant snail
6 be protected from dampness with
drain tiles.
. Should there be no sewer in
0 streets: or II the cellar or base
2 proper provision shall be made to
3 prevent water accommodating In
the cellar or basement to the IN
8 jury of the foundation.
6 All foundation walls tire to Do
Z protected against damage from
. The roofs OF all buildings shah
D be provided with proper metalhc
. way from the roofs In such "A
) manner AS shall protect the walls
4 and foundations OF such buildings
8 or Of adjacent buildings from In
4 IRON such leaders be allowed TO
8 premises. or upon the sidewalks.
o but shall be conducted by proper
) Should Shout be be no %" sewer available. then
3 the water from such leaders shall
4 be conducted by pipes below the
8 surface OF the sidewalk. to the
. street s ARTict CIV XVI. OF u's We"
Sec. O. Division walls Division
walls will be required In build
3 ings of Glass having door areas
exceeding areas given In the foi-
6 Frame construction - Fronting
on one street. SIS, 900, II sprinkled
s $500; fronting, on two streets
. ing on three streets, $1,000. 4
/ sprinkled, $ll.25o. II but one -
2 story In height, areas may be TN
3 creased one-third Q-3).
: on one street. $500. II sprinkled.
I 5000. IL sprinkied. $4,000; front;
s ing on three streets. 81, 2bo.sn
% story in height areas may be An
= Mil construction--Fronting on
q one street. $4,000. II sprinkled.
I. $4,000. il sprinkisd, :i5,S oSo
i il sprInkied. $40, 200. IL but one
. 90 story in height; areas may be
i ing on one street, $4,000. IL
y sprinkled. $4,000. fronting on
9 two streets. $4,000. II sprinkle,d'
) :s sSSSo Il sprinkisa. $4,000 II
Is but one (D story in height:
q areas may be Increased one-third
IS G-3).
20 any continuous open space .or
ii court twenty 900 feet or InDreain
IL width will be considered asa q
10 street. - =,
is he OF the thickness required I'm
Is the table and all openings In the
j! walls shall have regular s undsr-
% Buiidings so divided shall be-
II treated in regard 10 stairs and
y Microscopes as two or more sep
q arate buildings.
IS when in the same building. built
,6 other than as specified In Class
i herein. shall be divided by. fire-
g proof walls of the thickness
Sec H. Curtain walls. Cur.
tain walls in fre-prof skeleton
3 construction shall be made OF In
eombTs.ios mn ma t,ama ana securely se
cordance with all the provisions
effecting exterior walls except
that the thickness shall be as fol-
3 lows: ~, &
not not none msrs ;h snsn p l fsss high
!: More than IL feet high or more
4 The thickness OF curtain walls
g creased four inches for every
Il thirty feet measured from the
Is top. 80.
q no nj ai
inches thick IL not more than six- |
teen 16 feet long. nor more than |
5 five (5) feet high. otherwise they
shall be at least Twelve I'D
must be bonded into the piers at
Sec. is. Piers-buttresses. Piers
2 or walls and buttresses may 1e
. used In place Of continuous walls
1 provided the allowable Stresses AZ
5 given in Article X. Section 3. are
s not exceeded. i
Z All such piers shall be buiIt OF
good. hard brick. laid in cement
. and sand mortar. with uniform
o joints throughout, facing and
i backing. and Of sufficient size to
2 safely carry the load intended TOT
4 The joints shall not exceed one
s half (h) OF an inch In thick
g ness -,
rs s%sn piers Concrete %sy DC Of 0u Size and
g strength as called for In this or.
70 dinance. Such piers may DO built
4 Of hollow tile as called for In this
II ordinance subject to all the con-
3 ditions governing brick piers:
a Ali piers shall be bonded az
IS walls, and where face brick are
IS used. different In size from the
n backing brick, the same reguia-
Is tions shall apply as for walls
% All face brick in piers must ses
% laid to have full bearing Of NOR.
a The laying OF face brick TN
"a piers merely with the Joiptsl
g around the outer edge OF the brick
6 10 prohibited. iit