The Winslow mail., 1923-06-22

not over Is feet high and having an area
not exceeding 500 square feet.
(c) Wooden fences not over 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 incombusti
BILE material or they may be built with four inch
studs, filled solidly with brick work. laid in mortar
or with concrete, or other incombustible material
Such partitions shall be covered both sides
with lath or incombustible plaster board and plas-
ter. Such dividing partitions shall rest
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 or of reinforced concrete
not less than five inches thick
Buildings with wooden frame work, clad with
sheet metal, covered with stucco, or 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, or otherwise, to amount greater than
half Of it's original value exclusive of founda-
tions, shall not be repaired rebuilt but shall be
subject to condemnation by the Building Inspector,
and shall be removed or taken down.
Section Z. Thesdesign 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 ...-....-..-.....-.. 70
Lobbies, passageways stairways and audto-
RUINS or places of assemblage without fixed
seats 1UO
Dance halls 4OV
Theatre stage lou
School Buildings, Libraries and Museums:
Glass rooms and rooms for similar use 6O
Corridors laboratories and similar public
public parts of the building ..--.---.--...-.-- 80
Hotels, Dwellings, Apartments and Tenement houses
Club Houses, Hospitals and places of Detention:
Dwellings, first floor .-..--.-.-~.---.-.-..- 40
Dwellings, floors above first 30
Private rooms and apartments (other than
dWellings) ----.----.--.--- oV
Public Corridors offices ,obbes, dining
rooms, ETC. .-..--.--.-..---.-.-. SO
Office Buildings:
First floor AVV
Floors above first ..-.....-...... so
Grand Stands -.......-..-.-. 1VV
All Stairs .--.....-...-.--..- 4UV
Work shops, factories and merchantile es-
adjustments AoV
(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 25 per cent for vibrat-
ion where vibration occurs)
Roofs ........-...-..--- 81
Sidewalks ...,......-..---...--. lot
(In any building where the maximum floor
load is more than $50 lb. per square foot,
the sidewalk must be designed to safely car
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 to sus
tain them, or the construction so planned that tn
concentrated load shall not produce higher uni
stresses than the load per square foot specified TO
the type of building under construction.
Section 8. Proportioning Of the various loa
carrying parts of buildings and structures shall D
governed by tables given in standard arthitecs an
engineers hand books.
If required, the applicant for building permi
shall file with the building inspector complete plans
drawings, specifications and details, showing tn
size position and reinforcement of structural mem
bers and schedules for the loads Of all columns
girders, beams and joists.
Such plans, drawings, specifications and detail
shall possess the approval in writing and signatur
of licensed architect, engineer.
Section g. All concrete and mortars Of an
mixture of any nature whatsoever must be compo
ed of good, clean material mixed in proportion
conforming to good engineering practice.
Section TO- The average bearing power Of SO
in this locality has average estimate of four tor
rer square foot. All foundations must be calculate
on this basis, unless otherwise directed by the Dul
ing inspector.
Section II. The following tables give the null
imum thickness of exterior masonry walls OF bull