The Winslow mail. (Winslow, Ariz.) 1893-1926, 1923-05-25
ORDINANCE NO liz.

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Continued from page y
not less than five inches thick.
Buildings with wooden frame work. clad with
sheet metal, covered with stucco veneered with
brick shall be cassed frame buildings.
Section 6. Any existing wood frame building
within the fire limits which may be damaged by
fire, decay, otherwise to amount greater than
one half it's original value, exclusive of founda
lions, shall not be repaired, rebuilt, but shall be
subject condemnation by the Building Inspector,
and shall be removed, taken down.
Section T. The design of all buildings shall
conform to good engineering practice to carry safe
ly all loads specified to be imposed thereon The
following table gives the live loads in pounds per
square foot, which shall be used in the design OF
building.
Theatres. Assembly Halls and Other places of AS
sembage:
Auditorium with fixed seats ~
Iobbies passageways, statrways and audito-
RUINS or places of assemblage without fixed
Dance halls 4Oo
Theatre stage lou
School Buildings, Libraries and Museums:
Glass rooms and for similar use 90
Corridors laboratories and similar public
public parts of the building ~
Hotels Dwellings, Apartments and Tenement houses
Club Houses, Hospitals and places or Detentlon:
Dwellings, first floor AZ
Dwellings, floors above first 50
Private rooms and apartments (other than
dwelngs) ......-....,.......- oO
Public corridors, offices Hobbies, dining
rooms etc. ~
office Buildings:
First floor . 1Vo
Floors above first --'-'.--'.---'"- oo
Grand Stands loO
All Stairs ....-......--.... 4oo
Work shops, factories and merchantile es-
tail Chma
(In warehouses, work shops, factories and
mercantile establishments used for the SALE
storage or manufacture of heavy merchan-
disc or machinery, the floors shall be design
ed to carry all loads safely, including an
allowance of at least rs per cent for vibrat-
ion where vibration occurs.)
8 Roofs ........-.........- 81
Sidewalks LOU
(In any building where the maximum floor
load is more than $50 h. per square foot
the sidewalk must be designed to safely car
ry such maximum loadD
Wind presseur, 80 b. per square foot of ex-
posed surface
Wherever concentrated loads occur exceeding
the load per square foot given in the above table
special provision shall be made in the design to sus-
tain them or the construction planned that the
concentrated load shall not produce higher unit
than the load square foot speclhed Tor
the type of building under construction
Section g. Proportioning of the various load
governed by tables given in standard arthitecs and
engineers hand books
If required, the applicant for building permit
file with the building inspector complete plans,
drawings specifications and details, showing the
SIZE position and reinforcement of structural mem
bers and schedules for the loads of all columns,
Orders, beams and joists.
Such plans, drawings specifications and details
shall possess the approval in writing and signature
of licensed architect, engineer.
Section g. All concrete and mortars Of any
mixture of any nature whatsoever must be compos-
ed of good, clean material mixed in proportions
conforming good engineering practice.
Section TO- The average bearing power Of soil
in this locality has average estimate Of four tons
rer square foot. All foundations must be calculated
this basis unless otherwise directed by the build
ing inspector.
Section II. The following tables give the min
irnum thickness of exterior masonry walls Of build
ings within the fire limits
DWELLING HOUSES
Stories ACKNOWLEDGEMENTS. L