HomeMy WebLinkAbout1026.95.11TABLE 1707.3A
HEADER DESIGN CHART'
(Douglas Fir - Larch, Southern Pine No. 2, Roof Load = 20LL + 1ODL, Floor Load = 4OLL + 1ODL)
Fb - 1200 E - 1,600,000 Fv - 90
Maximum Allowable Header Span (ft. —in.)
Header Header
Supporting: Size: Non. Struc. Sheath. 1/2" Insul. Bd. Sheath. 15/32" Plywood Sheath.
House Depth (ft.) House Depth (ft.) House Depth (ft.)
24 28 32 24 28 32 24 28 32
Roof 2 -2x4
4 -7
4 -6
4 -3
4 -11
4 -8
4 -6
2 -2x6
6 -8
6 -4
5 -11
6 -11
6 -7
6 -4
2 -2x8
8 -3
8 -0
7 -7
8 -6
8 -2
7 -11
2 -2x10
9 -10
9 -6
9 -3
10 -0
9 -8
9 -4
2 -2x12
11 -4
10 -11
10 -7
11 -5
11 -1
10 -9
Roof + One
2 -2x4
5 -2
4 -11
4 -9
5 -4
5 -1
4 -10
Story
2 -2x6
6 -9
6 -5
6 -0
6 -11
6 -7
6 -3
(Bearing)
2 -2x8
8 -0
7 -5
7 -0
8 -1
7 -8
7 -3
12
7
2 -200
9 -3
8 -9
8 -3
9 -4
9 -0
8 -5
10 -1
2 -2x12
10 -5
10 -1
9 -7
10 -6
10 -2
9 -9
Roof + One
2 -2x4
4 -8
4 -5
4 -3
4 -9
4 -6
4 -3
Story
2 -2x6
5 -10
5 -5
5 -1
6 -0
5 -7
5 -3
(No Bearing)
2 -2x8
6 -9
6 -3
5 -11
7 -0
6 -6
6 -1
CONC. FOOTING W/ 2 85
2 -200
8 -0
7 -5
6 -11
8 -2
7 -7
7 -1
OL
2 -202
9 -3
8 -7
8 -1
9 -5
8 -9
8 -3
NOTES FOR TABLE 1707.3A
7 -7
7 -3
7 -0
8 -11
8 -7
8 -4
r4
10 -4
10 -0
9 -9
9
11 -10
11 -5
11 -1
5 -8
5 -5
5 -2
7 -4
7 -0
6 -8
8 -5
8 -2
7 -9
12
7
9 -7
9 -3
8 -11
N
10 -10
10 -5
10 -1
5 -1
4 -10
4 -8
6 -7
6 -2
5 -9
7 -6
7 -0
6 -7
DENSITY COMPACTED
8 -8
8 -1
7 -7
FILL AND TERMITE
9 -11
9 -3
8 -8
E
TREATED.
1. Linear interpolation for house widths not in table is permitted. For example, assume
a 26 ft. wide house with 15/32 inch plywood sheathing - roof load - 2x6 header:
allowable header span = 7 ft. - 5 in.
Header spans identified as having "no bearing" construction apply to both interior and
exterior loodbecring walls which have tributary areas equal to one -half the house depth.
Header spans identified with "bearing" construction apply only to exterior bearing walls
with tributary areas equal to one - fourth of the house depth.
2. Sheathing or combined sheathing /siding having a minimum density of 18 pcf.
3. Minimum 15/32 inch plywood sheathing or combined sheathing /siding applied between
the bottom of the header, the top of the plate and between the center lines of the
broken vertical studs at the ends of the header and nailed to the header, top plates,
cripples and studs - 6 inches o.c. at the edges and 12 inches o.c. at intermediate
framing.
-n- Supporting beam or bearing wall below floor.
1 Location of header.
Table 110134
Header Design Chart
PLATE HT.
(SEE ELEVATIONS4
CROSS SECTION)
HURRICANE TIE
0 EA. TRUSS
SST -H3, UXO.
PRE - ENGINEERED TRUSSES
DESIGNED W/ SIGNED AND
SEALED CALLS. BY A
FLORIDA REGISTERED
ENGINEER
2x4 BLOCKING
1/2' G.WB. OVER
2x4 STUDS • 16'
O.C.
SST -MAS •
4' -0' O.G. OR
1/2'0 AB. W/
2'x1/8' WASHER
0 24' O.G.
2x4 P.T. SOLE PL.
,gk 0' -0' FIN. FL R.
L
0 0
SEE DETAIL K/1
FOR FOUNDATION
SIZE AND REINFORCEMENT
Interior
Searing Partition
SCALE = 3/4"=V-0"
LTSA12 UXO.
2X4 FRAME WALL F
0
P.T. 2X4 W/ 35'
ANCHOR BOLTS
TO BLOCK -n
1/2' J.L. OR EXP. ANCHOR BOLT PRECAST
• 21' O.G. MAX EMBED 5' MIN. HEADER
TO 2X4 P.T. BOTTOM PLATE U.N.O.
R -30 INSUL.
SEE FLOOR PLAN
FOR BAY WINDOW
DIMENSIONS
BAY WINDOW FRAMING PLAN-
SCALE: 3/4' .1' -0'
ROOF PITCH PER
ELEVATIONS AND
ROOF PLAN
12 7
l/
PLATE HT.
(SEE ELEVATION54
CROSS SECTION) 2x BLKG • GABLE ENDS
DBL. 2x4 TOP PLATE
(STAGGER JOINT$ /
4' -0' MIN.)
2 -2x HEADER W/
1/2' PLYWOOD
TOP OF OP1,4G.
SEE ELEVATIONS
WINDOW UNIT AS
PER ELEVATIONS
AND FLOOR PLAN --
MARBLE SILL
CAULKED 0 WINDOW
2x4
1/2' G.l1J.5.
3 1/4' BASE
�' -0' FIN. FLR
PRE-ENGINEERED TRUSSES DESIGNED
6
4' CONC. SLAB 12500 -
-x -I_ -x -
W/ SIGNED 4 SEALED CALLS. BY A
9
PSI, MIN- W/ FIBER
FLORIDA REGISTERED ENGINEER
m
REINFORCEMENT OR
6x6 10/10 W.W.M. OVER
12
7
COMPOSITE SHMGLES
6 MIL. VIS 1EEN VAPOR
N
BARRIER TAPED OVER
()
95% STANDARD
C
W
DENSITY COMPACTED
A
`q
o°
FILL AND TERMITE
,U
E
TREATED.
U
SST -141, W/ 6 -8d IN TRUSS AND
8' GONG. BLOCK STEM
R- 30 INSUL.
WALL OVER 10'x20' CONT.
16'_
CONC. FOOTING W/ 2 85
PLATE HT.
RE -BARS ON CHAIRS
MTL. DRIP EDGE
CONT.
OL
1% 1
PRE - ENGINEERED TRUSSES DESIGNED
W/ SIGNED t SEALED CALLS. BY A
FLORIDA REGISTERED ENGINEER
COMPOSITE 5WINGLES
OVER 15' FELT ON 5/8'
055 RATED 16/24 OR
5/8' EXT. GRADE PLYWD.
- HURRICANE TIE 0 EA. TRUSS
SST -Hl, W/ 6 -8d x 1 1/2' AT TRUSS
AND 4 -Bd IN M (UN.O-
-MTL. DRIP EDGE
FASCIA TO MATCH ELEVATIONS
(SEE DETAIL).
F �I
jpo
0i'`F /q9'
AL "RED
R -11 GATT INSULATION
1/2' 51- 4EATHING W/
15• FELT
EXTERIOR FINISH
PER ELEVATIONS.
2x4 P.T. SOLE PLATE W/
1/2'x8' ANCHOR BOLTS
(W/ 6' MIN. EMBEDMENT)
W/ 2'x1/8' WASHERS • 21' O.G.
AND ALL CORNERS
FHA HEADER BLOCK
REFS TO PLOT PLAN
_ FOR SLOPE CONFIGURATION
One Story Typ. Wall Section
SCALE = 3/4'=V-0'
ROOF PITCH PER
PRE-ENGINEERED TRUSSES DESIGNED
6
ELEVATIONS AND
W/ SIGNED 4 SEALED CALLS. BY A
9
ROOF PLAN
FLORIDA REGISTERED ENGINEER
m
U
12
7
COMPOSITE SHMGLES
N
OVER 15• FELT ON 5/8'
()
OSB RATED 16/24 OR
C
W
5/8' EXT. GRADE PLYWD.
o°
AV
HURRICANE TIE 0 EA. TRUSS
E
U
SST -141, W/ 6 -8d IN TRUSS AND
=
R- 30 INSUL.
4-561 M It l UNAJ
o
PLATE HT.
MTL. DRIP EDGE
t_
OL
(SEE ELEVATIONS4
FASCIA TO MATCH ELEVATIONS
CROSS SECTION) 2x BLKG • GABLE ENDS—/
(SEE DETAIL).
E
DBL. 2x4 TOP PLATE
(STAGGER JOINTS
SOFFIT AS SPEC
4'-0' MIN-
;
SEE ELEVATIONS
2 -2x HEADER W/
FOR DETAILING
m
1/2' PLYWOOD
m
TOP OF OPNG.
SEE ELEVATIONS
WINDOW UNIT AS
°
PER ELEVATIONS
°
AND FLOOR PLAN
MARBLE SILL
0
r
CAULKED WINDOW
>6
s
o$
Eo
r
Ix STOOL
2x4
;
ro
2x4 SOLE PLATE
NAILED W/ lbd
$ o a
o
-11 INSULATION
3 1/4' BASE
1/2' SHEATHING W/
o ° °
o ° C
2
23/32 STURDI FLOOR T4G GLUED
15• FELT
a 5 a E
o
W/ CONSTR. ADHESIVE 4 NAILED W/
EXTERIOR FINISH
a 5 $
8' SPIRALS 6' O.G. 0 EDGES 4 12' O G.
PER ELEVATIONS.
°' '
AT INTERMEDIATE FRAMING
STUD STRAP, H6 (8 -8d 0 EA.
60
° ° ` U
cc, o
m
2nd FLR_ HT.
STUD 4 ft) 0 EA. STUD
�
" g
m
� EaO
'
(SEE EL.EVATION54
2x RING JOIST TO
O
o o 2 ° C
o
t
CROSS SECTION)
MATCH JOIST
$ 9 s
E
JOIST PER ENGINEER SPECS
;,
E
2x8 P.T. TOP PLATE W/
�..
g o o E
PLATE HT.
I/2'Ox8' ANCHOR BOLT
(SEE ELEVATIONS4
t 2'x1 /8' WASHER • 21'O.G.
C = « u
G ` ` °
O
CROSS SECTION) HURRICANE CLIP
€ sot.
€
SST -FC4 0 EA.
SST -A35F 0 16' O.G.
o o -
E
TJ I OR H4
C °
2x JOIST
NOTE: 1116 065 TO BE NAILED
t
o
I
TO TOP PLATE FOR CONTINUOUS
o a 0 o
°
8' J -BOLT II
VERTICAL SUPPORT
- °
-
• 21' O.G., 6'
NO HORIZONTAL SI-IEATHMG
° °
MIN. EMBEDMENT
JOINTS WITHIN 2' -0' OF FIN FLR
o
-n
1f
BOND BEAM W/
-
NOTE: 2nd FLOOR P.T. 2x8 TOP
` ;
m a
CONTINUOUS l2) "5
° N =
o
RE -BAR AND TIE
PLATE AND ALL WOOD
.r ° T o
m
VERT. RE -BARS
FRAMING TO BE SET
° ``1
0 7
O j
a
0
U
AT FILLED CELL
BACK 1/2', OSB MUST BE
000
LOCATIONS. FILL
FLUSH W/ BLOCK
° o „
o°
°
W/ GONG.
o
m
Ixb P.T. DRAPE
PRE- ENGINEERED
BLKG. ASV.
PRE -CAST CONC.
Y
WINDOWS
LINTEL OVER ALL
a m Ln °
o
WINDOW AND DOOR
a
OPENINGS,
WINDOW UNIT AS
0
PER ELEVATIONS
AND FLOOR PLAN
WINDOW SILL PER
m
BUILDERS SPEC.
CAULKED di WINDOW
m
L
I/2' GWB. OVER
PRE -CAST GONG. SILL
o
VAPOR BARRIER <
3/4' P.T. FURRING
ELEVATION FINISH
PER ELEVATION
e 24'0.C. W/ R -3
°
fNSUL. it
PLACE VERT. REINFORCING
o
05 RE -BAR CONT. FROM FTG.
TO TIE BEAM AND AS INDICATED
1X2 PT
BY THE FDATION PLAN AND
OUN
`
o
FILL CELL W/ CONC.
n
3 1/4' BASE I'I
0' -0' FIN. FLR II
FHA HEADER BLOCK
4' CONIC. SLAB (2500
PSI, MIN-) W/ FIBER
REINFORCEMENT OR
REFER TO PLOT PLAN
a
0
co
6x6 10/10 W.W.M. OVER
—
FOR SLOPE CONFIGURATION
6 MIL. VISQUEEN VAPOR
o
BARRIER TAPED OVER II
'35% STANDARD
°
DENSITY COMPACTED
FILL AND TERMITE
TREATED. _
-,�
NOTE: SEE 'HEADER DESIGN CHART -
TABLE 11013A' SE C.
8' CONC. BLOCK STEM
;
WALL OVER 10'x20' CONT. 20'
CONC. FOOTING W/ 3 05
°
RE -BARS ON CHAIRS
o
CONT.
Two 5tor T_qp,
l�Ja
ll 5ectio�
m
SCALE = 3/4"=1'-0"
m
m
r
U
C
m
WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE m
OVER SCALE DIMENSIONS. Contractors shall verify
and be responsible for dimensions and conditions rn
of the job and Home Design Services, Inc. must m
be notified in writing of any variation from the
dimensions, conditions and specifications appearing o
on these plans. _
Details & Sections
AS NOTED
go
v°
CP
a� g
o�
0
gell,
U0. t
arawn by
HDS
checked by
HDS
date
11 -5 -93
scale
AS SHOWN
job n o.
94 -33OM -3841
drawing no.
sheet of