HomeMy WebLinkAbout8 Danbury plan 313
0
16" 05 14 (TYf
55P 18
Z-MAX STUE
(TY
A.3
rr
i
1
H
1
{
Levi
IL
I
F
i
t
t
tv
Ir
ii
!
is
rr
I
.r
I
t
i
1!
{
{
_J 1 i
t�
{�
►
U1®
II
■ I
a-
- - - -.
-..-
K_
A'F
y
PANEL
11.0
N0{
N'
halo Cetaidl on Next Page
e sCy 1 r1 -1 ri 1 Nailing
f i r e -1 T. -.3m er t
OVERLAP 5NEATNIP
ACRO55 DEADER A
DOUBLE NAIL. STAG
3" ON CERTER. (TY
ALL SIDES)
SNEATN I NG LAYOU]
THIS END WALL 5/8
EXT. PANEL
16" 05 14 (TYP. Of
55P 18 GU)
Z-MAX STUD PLO
(TYP. OF 6)
r
L
r,
r
f
1
c
:
rT
�r
{Mao
r
d
1
N
�
{
1
EU
{
q
�
1
r
�
�
c
,
i — kTe IF r: ,
Verfir,al and 70 1_a bailing
for Perel I+i
TYPICAL WALL SNEAT1411NG 1/2" PLYWOOD NAILING PATTERN
From Table 10 and lotion of wall sheathing -and Building Aspect patio- determine Percent Full -height
Sheathing requirements,
hm Wood Structural Panels shall to minimum thickness of ;16r and he install dl s follows-,
L Panels shall to installed with strength axis parallel to studs.
i i- All horizontal Joints shall occur over and he ailed to framing.
i _ On single stcxy construction, panels shall to attached to bottom plates and top member of the doub e
tup plate.
v- On tmi story construction- upper panels shall be attached to the top r en e-r of the upper double top
plate and to hand joist t bottom of panel. Upper attachment of lower panel shall b made to band joist
and lours' attachment made to lowest. plate at first floor framing.
v- Horizontal nail spacing at double top dates, band joists, and girders u),e a double tow of 8d
stag t i h+ r center r the Figure. Vertical aPd Henze atai Naf1rng for ar)el ttachm t
2'-7"
2'-7"
2'-7„
2'_7"
2,-7„
6"
J. 3" 3" 3"
W-11"
m
ri"' Mz M
a3
� (TYP. OF 3)
;UAGE
TUD PLATE
5)
1 � �
v � �
Q
nf
FRAMING PLAN
PREPARED BY
'T CO
8I +
SiERVICES,
LLC
(413) 283-6818
DRAWN
M.E.B.
CHECKED
M.E.B.
DATE
B-11-2022
SCALE
A5 SNO14N
JOB NO.
SHEET
A,s