HomeMy WebLinkAboutKassawat rev sheetsDiagonal bracing to be
2" x 4" to span
8'-0" from gable ei
nailed to each truss
2" x 4" bracing to Sr
8'-0" from gable end
each truss with (2) IC
See typical wall sectu
construction
C;/4BLE ENDW/4
LL DET/4
Oakridge shingles FLU 1004.1 nailed with typical 1 1/2"
ring shank nails - see approval for all spacings, laps and
edge distances per product approval with 5 5/8" exposure
through 301b felt on 19/32" CDX plywood nailed to
trusses per roof sheeting attachment diagram on roof plan
Galt' -Alum Metal drip on
I" x 3" Beveled Drip or
2" x 8" Fascia.
1/2" Dense glass screwed to
truss webbing with 410 SS screws
at 6" o.c. field and edges finished
with Trowel on stucco finish
per manufacturers recomendations
Strap beams to columns
using Simpson HETA 20
at each beam end
Column C-4
grade
Beam B2
19/32" CDX plywood sheeting
nailed per roof sheeting attachment
detail on roof plan sheet
Soffit and fascia - see
typical section for exact details
2" x 4" sub -fascia
1/8" thick light textured stucco over paper
backed wire lath nailed to substrate through
one layer of 15 lb felt using 8d nails. Substrate
to be 19/32" CDX Plywood nailed at 6" o.c.
in field and edges with IOd ring shank nails into studs.
ClarkDietrich XJ15 Double-J
expanded flange galvanized control
o nt at to pl wood using
d ring shank nails ( ) in each corner
and at 16" o.c. thereafter with min.
I" penetration into studs
L (12
NTS
Girder Truss i4- ,4-
3 1/2" x 3 1/2" x 1/4" thick
steel column
10" x 10" x 5/8" thick base plate
with (4) 5/8" dia. x 8" A.B.
preset in concrete slab
See gable end detail
for bracing notes
Trusses at 24" o.c.
see shop drawings by others
4 3/4" wide x 12" high x 8" long x 5/8" thick
steel column cap prewelded to steel column.
Provide 1/8" ilia, predrilled hole for (3)
6/8" dia. thrubolts.
/ADJUST CAP WIDTH AS
NEEDED TO MATCH GIRDER
THICKNESS VERIFY WITH
TRUSS SHOP DRAWINGS PRIOR
TO FABRICATION
-O' T.O.B. Tgplcal Steel Column Detall
A.F.F.
MAX. UPLIFT = 6,000 Ibs
MAX. GRAVITY = 10,000 lbs
1/2" dense glass attached to bottom
chord using 410 x 2" SS screws at
6" o.c. field and edges and finished
with trowel on stucco finish per
manufacturers recomendations
Beam and column
show beyond
4" concrete slab with fibermesh OR
"x6" #10/10 WWM on 6 mil Visqueen over
clean compacted termite treated fill
II II
F-24
S action at E ntrq F orch
Scale 3/4" = 1'-0 it
3 1/2" x 3 1/2" x 1/4" thick
steel column
5/8" dia. x 8" a.b. preset
in concrete slab
� 1 10" x 10" x 5/8" thick base plate
prewelded to column
Base Deta11
Secondary Pour 14" x 14" square
to recess bolts
Wood truss bottom chord
26 ga, top track screwed to
studs using (2) Type 'IS" screws
each side of each stud
Attach to trusses using (2) #8
screws at 48" o.c. max
CF
Q,
3 %8" 26 ga. G.I. metal stud
blocking at mid -span of studs
a
`o
0
s
n
R
m
\1/2" drywall
s
3 %8" 26 ga. G.I. metal stud
Q)
at W' o.c.
>
6-
26ga bottom track screwed to
studs +using (2) Type "S" screws
each side of each stud
Typical base
INTERIOR WALL SECTION
nts
nts
nts
Oakridge shingles FLU 1004.1 nailed with typical 1 1/2"
ring shank nails - see approval for all spacings, laps and
edge distances per product approval with 5 5/8" exposure
through 301b felt on 19/32" CDX plywood nailed to
trusses per roof sheeting attachment diagram on roof plan 12
\ 6 SLOPE
Simpson HTS strap at each truss
supporting Max. 1450 Ibs, uplift
(24) IOd x 1 1/2" nails in each strap
Galt' -Alum Metal drip on
I" x 3" Beveled Drip on
2" x 8" Fascia.
5/8" thick light textured trowel on stucco
finish applied to 1/2" dense glass screwed to
soffit framing using 1*10 x 2" SS screws at
6" o.c. field and edges
Hang beams
on columns
using
Simpson
MBHA 5.56/11.88
with
(1) 3/4"
did.
ATR top
and face
with min.
7
embedment
set in
Simpson
ET
Epoxy Tie
Adhesive
grade
Trusses at 24" o.c.
see shop drawings by others
II'-0" T.O.B.
A.F.F.
Beam B2
Column C-1
Im
1/2" dense glass attached to bottom
chord using 410 x 2" SS screws at
6" o.c. field and edges and finished
with trowel on stucco finish per
manufacturers recomendations
4" concrete slab with fibermesh OR
(."x(." 11:10/10 WWM on 6 and Visqueen over
clean compacted termite treated fill
U.
i l l l I I III III III I I I ���::���.���• � i
t�H---���f---L r
-
II�� _ II
F-36
S &ction at Entry F�orch
Scale : 3/4" = 1'-0"
Oakridge shingles FLU 1004.1 nailed with typical 1 1/2"
ring shank nails - see approval for all spacings, laps and
edge distances per product approval with 5 5/8" exposure
through 301b felt on 19/32" CDX plywood nailed to
trusses per roof sheeting attachment diagram on roof plan
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails
( 24" o.c.) supporting Maxim
1810lbs. uplift
Galt' -Alum Metal drip on
I" x 4" Drip on _
I" x 8" Fascia on `o
2" x C Sub -Fascia
4680 square f t roof
/ 150 = 31.2 sq. feet cont. 2" vent
5/8" thick stucco on 3/8" hi -rib lath
attached to horizontal and vertical wood
framing with nails or staples to provide
no less than 1-3/4" penetration into
horizontal wood framing and 3/4" penetration
w/cont 2" wide screen vent
5/8" thick light textured
stucco on typical concrete
block construction
45 bar vert. w/
30" overlap at each filled cell
12
PRE-ENGINEERED TRUSSES
6 at 24"o.c. TYPICAL
�( shop drawings by manufacturer )
R- 3 8 BLOWN IN INSULATION
base
board
Grade
K51 'o1!71!;jot111
fz� I I I I
k:=H
TYPIC,4L SECTION
5/8" drywall with smooth finish
1/2" drywall over6FBVC.
strips at 16" o.c. foil
insulation on typic walls
All drywall is per and
Shall meet all pertaining ASTM codes.
Mortar to be Type "1"i" only.
Provide Dur-O-Rock at air wet
areas (ex. showers, tubs etc...)
Fill cell with concrete and
(1) 45 bar vert. (typical).
Max. spacing shall not exceed
32" unless otherwise noted
see foundation plan notes for
spacing at openings
4" concrete slab with fibermesh OR
6"x6" #10/10 WWM on 6 mil Visqueen over
—clean compacted termite treated fill
Scale 1/2"
Digitally signed
. by Daniel R.
Daniel R
Braden
e n Date: 2022.03.15
09:35:24-04'00'
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(f DATE DRAWN
10-18-21
DRAWN BY:
D.R.B.
T.E.R.f= .
CHECKED BY:
i� MODEL:
CUST01"I
SERENITY
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