REV1 APPROVED RESUB 1-BLD2022-1265+Structural Plan+3.10.2023_3.33.08_PM+3415021I N C,
►lroiect: GOOTEE DECK REVISION
Client:
12
�O
+�Q`
ILA,
I>J
Q�
m
x
�
>
X
Z
I
W
rn
6)
I Lll
I
1
4 12
T
p5
Q
II
Q
_
+_
a
`?
o
(N) HUC210
HANGER
r`
x
�
II
Z
II
r�
O
II
N 2x12 PT J
IST 12
II
II >
1A
BLD2022-1265
REVISION
180 Nickerson St.
Mar 10 2023
Suite 302
CITY OFEDMONDS
Seattle, WA
DEVELOPMENT SERVICES
DEPARTMENT
01/26/23
98109
Date:
03/09/23 (rev)
zss-1s1z
FAX:
FAX:
Page Number:
(206) 285-0618
B)
C
s(
- C OF EDM NDS B DING DIVISION
1 t
1 (N) 2.12 STAGGERED BL KING g DING OFFICIAL
AT JOIST MIDSPAN WITH (2) Me 2023
COMMON NAILS TOP & BOTTOM APPROV ATE
.. .........................
EACH END(TYP).2
The foil g documentation shall ....
be available o.n
site for the b ng inspector:
❑COE APPROVED ARCHIT URAL PLAN SET
APPROVED ALL WORK SUBJECT COE APPROVED STRUCTURAL PLAN SET
TO FIELD !❑COEREVIEWED CALCULATION PACKET
PLANS MUST BE ON JOB SITE INSPECTION FOR ❑ENERGYCREDIT WORKSHEET❑SITE PLAN
CODE COMPLIANCE
❑CIVIL PLAN
® Original etsuctusal plane data6 9/23/2022
0 cmac Eovorvos sunowc oEvnnnnErvTxoxi
N DECK FRAMING PLAN
N
N
Z NOTES:
Ei DENOTES 4x4 WOOD GUARDRAIL POST. SEE DETAIL
(N) DENOTES NEW (E) DENOTES EXISTING
(PT) DENOTES PRESSURE TREATED
(FB) DENOTES FLUSH BEAM
(HB) DENOTES HEADER BEAM
ALL FASTENERS (NAILS & SCREWS), HANGERS AND
CONNECTORS SHALL BE GALVANIZED OR STAINLESS
STEEL.
• DENOTES DTT1Z DECK TENSION TIE LOCATIONS
19/2023
Structural Engineers
180 Nickerson St.
I N 0,
Proiect: GOOTEE DECK REVISION
Client:
6/
I
ro
I
ih
W
rn
V
W
rn
05
Q
�O
0 LL
I
(O
J
� Q
W
I
t-
I
W
I
5
Q��Qo
Eo
0 - .LZ
dll'O'O„9l-
-(N) X-BRACING O, (N) F24
ULIL111�,
/--(E) FOOTING STEPS (TYP)
VERIFY LOCATIONS WITH
POST LAYOUT
Suite 302
Seattle, WA
Date:
01 /26/23 98109
zss-1s1z
03/09/23 (rev)
FAX:
Page Number: (206) 285-0618
F24
�c
Quo (N) 24
rn
rI I I Ed
MARK
SIZE
REINFORCING
F24
24x24xl'-0°
(3) #5 EACH WAY (BOTTOM)
r
�L
03/09/2023
Structural Engineers