Geauga record. [volume] (Chardon, Geauga County, Ohio) 1952-1962, 1957-01-17

floor or roof joiStS shall be not
less than /" x 4" and shall be
cut into the studs and nailed
JoistS or rafters supported on
ribbon boards shall frame in
adjacent to the studs and be
nailed thereto.
Section 80. ROOF RAFTERS:
Rafters shall be vertically
supported at the ridge or ad-
equately truSsed with not less
than one ID by six Co inch
collar beams on every third
rafter.
Roofs = On a pitched roof with
sheathing boards, Slater's Felt
or equal, shall be laid with
four (4) inch laps over the en-
tire roof surface and the shing-
les shall hen be nailed in
place, to avoid leaks.
Multiple Joists and Rafters :
Floor joistS under bearing part
itions shall be doubled, and we'll
nailed together at intervals in
the span.
Dormer windows and other
openings in roofs shall be franz
ed with double rafters and
headers.
Hip and Valley RafterS :
shall have thickness of not
less than two (2) inches and
a depth of not less than the
cut end of the rafter where il
joins the ridge board. If the
roof load is abnormal, the raft
ers shall have sufficient in.
creased depth to sustain the
load.
TrusSed roof construction shall
be subject to acceptance of the
Village building Inspector.
Section 40. BEARING AND
ANCHORAGE ON GIRDERS:
Floor beams framing into
girderS shall be anchored, TIED
or nailed to secure continuity
The ends of all beams or joistS
resting on girderS shall bear
not less than four (4) inches
or shall be supported in ap,
proved metal Stirrups or or
wood clips or ribbon strips not
less than 2" x 3" in size
Beams or joiSts framing from
opposite sides shall either lar
not less than six (6) inches anc
shall be securely bolted OF
spiked together or when fran
ing end to end all joiSts, beam!
and girders shall be secured to
gether by approved metal ties
straps or dogs.
Joints in Girders The Joint!
of solid or built-up beams o.
girders shall be made owe,
column or pier supports whel
constructed as single spans
When constructed or multiply
joists as continuous girders, tht
joints shall be broken in ad
joining joists; and all Joint
shall be located between 1-6 ant
IA the span length from sup
ports and shall be Securel,
nailed or otherwise bonded to
gether in an approved manner
Spacing of Beams Beam
and joiStS studs and rafter
shall be spaced not more thai
sixteen (16) inches on center
for one ID inch floor or roo
sheating.
Headers and TrimmerS Al
headers more than four (4) fee
in length and their trimmer
shall be doubled. All trimme
beams, supported on walls o
partitions of frame construction
shall be spiked together.
Section Al. WALLS, PARTI1
IONS AND POSTS:
The load-bearing value of is
olated posts or struts shall b
limited by Table IL and G
framed walls and partitions b
Table Is.
All posts in Easements an
cellars shall have concrete base
which extend not less than thre
90 inches above the finishe
floor and bear directly on tn
post footing. When flooring {
concrete or other approved i'm
perviouS materials is not Pre-
vided, the concrete base sha
extend not less than six &C
inches above the finished floor
All corner posts in the ou'
side walls shall have not les
than three 90 two ~ by fou
"a studs, shall be well spike
together for rigidity and to pre-
vide mailing the rock lath Q
dry wall material securely q
all corners of the frame.
Corner Bracing If the ou
side wall sheathing is "Celotex
or similar types, it is require
that one % by four ~ inc
diagonal bracing members
built in at each outside corner
at an angle of forty-five CAS-
degrees, if possible, opposin
each other, to give rigidity
the framework. These brace
must be of first grade lumbe
and be mortised into the plate
and studs on the outside of tn
studs. These shall be naile
strongly and securely. If tn
sheathing is of wood, one q
inch in thickness is laid hol
izontally or diagonally, no corr
er bracing is required.
Studs Two (2) by four a
inch stud partitions sixteen (1t
inches center to center with tn
studs turned flat are acceptabl
for non-bearing partition fran
ing where the partitions ar
less than six (6) feet.
Section 40 FRAMING OWE