HomeMy WebLinkAbout83 Old Hyannis Rd 4Table 11. Headers in Loadbearing Exterior Walls
E
, I
II
DESIGNER NOTES
r
When installed as shown, this blocked connection
meets the code I
required 200 pound outward
andFtont
of Deck 9 systems.
downward loads for 36" high guard stems.'
j
Where Led erLOKs are
use '
- into end grain, a 3/16„
4
pilot hole is required.
i
COMPLIANT TO CODES
IRC, IBC; LABC; LARC, FBC, FRG
SUPPORTING TECHNICAL REPORTS
ICC -ES Evaluation Report ESR -1078
(https.//icc-es:org/report4isting/est-1078/)
I �
I
Full Height Blocking
12"i
n ,
Len th Min.
Length,
(2) -5" LedgerLOKs
or (2) 5" FIatLOKs
O 8 -10d Nails
l
{ 2Y4„ 134"
i �2Y4„
1
4
11
(2) - 8" ThruLOKs
Top View Front View Side View
I ^I
iy
N I I I I I I I I I 1
DOOR Fi�MING:
(2) kiN� STUDS, BOTH -1 L SIDES
LLFSCISTS
I— _ — --- _ --- ----- — ---
JAI
O ATTIC 12:12 I /
Cf) I 5--b" X 2-7 I I
I � _
513i :1 _
1b 2
DORMER R NEW'. DDDR 1N PLACE
FYN 31b8 LCENTERED ON
OF EXSTIN WIN
DOWwa.3?, X 8 I
EXI5TIN6KNt VOWINJ
313/16:12
B1'I N Ell 1 t/ —I
All
�1
04
B3
I
y
+ r' I NEIN GHBI=K kN,4LL5:1AI
al .
Lateral Sill
DESIGNER NOTES
1
When installed as shown, wn, this blocked connection
i
10
.Ln
10�
hold downs on a lower floor, the combined
Connection----
onnection
Of Deck
meets the code required 200 pound outward and
downward loads for 36" high guard systems.
Sf h
0
.:
Where Ledgerl-OKs are used into end grain, a 3/16"
i
i"
r
strap to
p
rJ
!
s
pilot hole is required.
•
resisted by anchorage to the foundation.
Table 10
(,)
CO
•
•
rq
1
NO 5T0 GE
COMPLIANT TO CODES
IRC, IBC, tABC, LARC, FBC,'FRC
IM Exterior Wall Cladding. Exterior wall
cladding shall be rated for a 140 mph
SUPPORTING TECHNICAL REPORTS
=:
ICC -ES Evaluation Report ESR -1078
EXISTING ROOF A55'Y.
16-0"
(https:Hicc-es.org/report-listing/esr-1078/)
(1)91/2"
ThruLOK _
(2) 5" Flati-OKs
(2)6114"
or Ledgert-OKs
ThruLOKs
13`4,. 13 4 ,
(1)91/2"
Thrul-OK
(2) Full Height
4x Blocking
2Y4"®
21
(1) 9 1/2" Thrul-OK
1„
2/4 ®
2�4„
134' 13/4,.
(2) 6 1/4" ThruLOKs
al .
Exposure B 3 -second gust wind speed �r
Bottam �1ae �,�
and be installed per the manufacturer's h
instructions.
Figure 18. Framing Around Exterior Wall Openings
L.
#LSTA36, KING 5TUD5
BOTH 51DE5 OF NEYq DOOR
DOUGLAS E.
BEST
#LTTP2, TO FNDTN. and
MECHANICAL EXI5TIN6 ICING& JACK 5TU05 ;
NO. 29045 BOTH 51DEB OF EXISTING DOOR
_ a
4 -
µ
L5001011A. `. H.D.G. THREAD RODXY INTO EXISTg FNTDN.
I I a 1
,
d..:'
I I Ef 01
I rp ®a
I
i
II
S3 ,
�4
P.T. 4X4 RAILING P05T5,
SFACED PER RAIL MFR.,
SEE MFR's. 5PEC'S FOR ATTACHMENT
j 3 E18" LEDGE(�LOK`s @ T" O.G.
INTO EXI5TING 1 1/4" RIM B'd.
1 #DJ -01 FOR 40 psf LL
(LL = bo pst GAf�CITY)
2X10's @ 16" O.G.
ILL DEFL. - L/114 (0.211 01 b FOR LL = bo psf
lots @ 12" O.G.
} :
DBL.2X10 RIM B'd., OVERHANG 1 1/2"
1 FOR DRIP LINE BELOY14 =
— — — — — — #LU528, TYP.
OLID BLOCKING @ 48" O.G.,
M I N. (2) JST. SAYS,
BOTH ENDS OF DECK
® � I
4'-0" TYP.
14'-1 1/2"
1:®
Lateral Sill
1
i
10
.Ln
10�
hold downs on a lower floor, the combined
Connection----
onnection
Sf h
0
.:
i
i"
r
strap to
p
rJ
!
s
•
resisted by anchorage to the foundation.
Table 10
(,)
CO
•
•
rq
1
NO 5T0 GE
A
Exposure B 3 -second gust wind speed �r
Bottam �1ae �,�
and be installed per the manufacturer's h
instructions.
Figure 18. Framing Around Exterior Wall Openings
L.
#LSTA36, KING 5TUD5
BOTH 51DE5 OF NEYq DOOR
DOUGLAS E.
BEST
#LTTP2, TO FNDTN. and
MECHANICAL EXI5TIN6 ICING& JACK 5TU05 ;
NO. 29045 BOTH 51DEB OF EXISTING DOOR
_ a
4 -
µ
L5001011A. `. H.D.G. THREAD RODXY INTO EXISTg FNTDN.
I I a 1
,
d..:'
I I Ef 01
I rp ®a
I
i
II
S3 ,
�4
P.T. 4X4 RAILING P05T5,
SFACED PER RAIL MFR.,
SEE MFR's. 5PEC'S FOR ATTACHMENT
j 3 E18" LEDGE(�LOK`s @ T" O.G.
INTO EXI5TING 1 1/4" RIM B'd.
1 #DJ -01 FOR 40 psf LL
(LL = bo pst GAf�CITY)
2X10's @ 16" O.G.
ILL DEFL. - L/114 (0.211 01 b FOR LL = bo psf
lots @ 12" O.G.
} :
DBL.2X10 RIM B'd., OVERHANG 1 1/2"
1 FOR DRIP LINE BELOY14 =
— — — — — — #LU528, TYP.
OLID BLOCKING @ 48" O.G.,
M I N. (2) JST. SAYS,
BOTH ENDS OF DECK
® � I
4'-0" TYP.
14'-1 1/2"
1:®
Lateral Sill
hold downs on a lower floor, the combined
Connection----
onnection
capacity
p ty
ca aci of the two hold downs must be
Refer to
�r
r
strap to
p
�- 313/16.
resisted by anchorage to the foundation.
Table 10
Foundation
NO 5T0 GE
IM Exterior Wall Cladding. Exterior wall
cladding shall be rated for a 140 mph
=:
EXISTING ROOF A55'Y.
16-0"
Exposure B 3 -second gust wind speed �r
Bottam �1ae �,�
and be installed per the manufacturer's h
instructions.
Figure 18. Framing Around Exterior Wall Openings
L.
#LSTA36, KING 5TUD5
BOTH 51DE5 OF NEYq DOOR
DOUGLAS E.
BEST
#LTTP2, TO FNDTN. and
MECHANICAL EXI5TIN6 ICING& JACK 5TU05 ;
NO. 29045 BOTH 51DEB OF EXISTING DOOR
_ a
4 -
µ
L5001011A. `. H.D.G. THREAD RODXY INTO EXISTg FNTDN.
I I a 1
,
d..:'
I I Ef 01
I rp ®a
I
i
II
S3 ,
�4
P.T. 4X4 RAILING P05T5,
SFACED PER RAIL MFR.,
SEE MFR's. 5PEC'S FOR ATTACHMENT
j 3 E18" LEDGE(�LOK`s @ T" O.G.
INTO EXI5TING 1 1/4" RIM B'd.
1 #DJ -01 FOR 40 psf LL
(LL = bo pst GAf�CITY)
2X10's @ 16" O.G.
ILL DEFL. - L/114 (0.211 01 b FOR LL = bo psf
lots @ 12" O.G.
} :
DBL.2X10 RIM B'd., OVERHANG 1 1/2"
1 FOR DRIP LINE BELOY14 =
— — — — — — #LU528, TYP.
OLID BLOCKING @ 48" O.G.,
M I N. (2) JST. SAYS,
BOTH ENDS OF DECK
® � I
4'-0" TYP.
14'-1 1/2"
1:®