The Winslow mail., 1923-06-15

(b) One story sheds open the long side,
not over Is feet high and having an area
not exceeding 500 square feet
(c) Wooden fences not over s feet high.
(d) Small out houses, not exceeding $50
square feet in area, and feet in height,
covered with incombustible material.
Section 5. In rows of frame houses the dividing
walls, or partitions between houses shall be built
of brick, terra-cotta concrete or other ncombusti-
bic material, they may be built with four inch
studs, filled soidly with brick work. laid in mortar,
with concrete, or other incombustible material.
Such stud partitions shall be covered both sides
with lath, incombustible plaster board and plas-
ter Such dividing partitions shall on masonry
walls, and shall extend to the underside of the roof
boards. flush mortar joint shall be made between
the roof boards and the WALL or partition. In rows
of than three houses every alternate division
wall partition, shall be constructed of solid brick
work, solid concrete block or plain concrete not
less than inches thick of reinforced concrete
not less than five inches thick
Buildings with wooden frame work. clad with
sheet metal, covered with stucco, veneered with
brick, shall be classed 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 of it's original value exclusive of founda-
TONS shall not be repaired, rebuilt, but shall be
subject to condemnation by the Building Inspector,
and shall be removed or taken down
Section 7. 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
semblage:
Auditorium with fixed seats .-...-..-..-...... "a.
Lobbies, passageways, stairways and audito-
RUINS places of asseTnbIage without fixed
seats 100
Dance halls 100
Theatre stage $50
School Buildings, Libraries and Museums:
Glass rooms and for similar so
Corridors laboratories and similar public
public parts of the building ..........-........ so
Hotels Dwellings, Apartments and Tenement houses
Club Houses, Hospitals and places of Detention:
Dwellings, first floor .....~....-~.-.- 40
Dwellings, floors above first .....-..~........... 80
Private and apartments (other than
dwellings) 90
Public corridors offices ,lobbies, dining
rooms, ETC. so
Office Buildings:
First floor 100
Floors above first 6O
All Stairs 1UU
Work shops, factories and merchantie
adjustments 100
(In warehouses, work shops, factories and
mercantile establishments used for the sale
storage manufacture of heavy merchan-
disc or machinery, the floors shall be design
ed to carry all loads safely, including
allowance of at least % per cent for vibrat-
ion where vibration occurs)
Roofs 80
Sidewalks $50
I'm any building where the maximum floor
load is more than $50 lb. per square foot,
the sidewalk must be designed to safely
ry such maximum load.)
Wind presseur 80 lb. 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
tain them, the construction planned that the
concentrated load shall not produce higher unit
stresses than the load per foot specified for
the type of building under construction.
Section 8. Proportioning of the various load
carrying parts of buildings and structures shall be
governed by tables given in standard arthitecs and
engineers hand books
If required the applicant for building permit
shall file with the building inspector complete plans,
drawings specifications and details, showing the
SIZE position and reinforcement of structural
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 9. All concrete and mortars of any
mixture of any nature whatsoever must be compos-
ed of good, clean material mixed in proportions
conforming to good engineering practice.
Section 10. 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.