HomeMy WebLinkAboutDeck - BLD Plot / Site Plans - 6/13/2022f /;2//. i -S3 0002.0
NOTE:
DTT2Z STRAP CLOSEST TO END WALL BRACKET CAN BE
OMITTED. END WALL BRACKET WAS DESIGNED TO
CARRY LATERAL DECK LOAD ALONG WITH GRAVITY
LOAD
ERIC J. SNIEZAK, P.E.
----Digitally signed by Eric J
Snie±ak, P.
DN: C=
I E=eric�)ejs-engineering.com,
o="EJS Engineering, PLLC",
Eric J Sniezak, P.E.
CN="Eric J Sniezak, P.E."
Reason: I am the author of
this document
Date: 2022.06.13
14:09:11-07'00'
O �
N
(4) 2X6 STUDS
RBC
N
N
N
X
N
N N
N 23,
G
F �R
/ X
N
2X12 IP.T.
LED ER
2X5"LApSCR WS
D TT2Z I
BEARING WALL
e
LOCKER RM
cc
m
n
73
L
0
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3 2" X 12 GCB
DROP BEAM CENTER; 2X6
Pin
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r-7--7
I
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I
4080 BIPASS
i LL
D
N
X
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6X6
N
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_ = V4 G B p T.
0 0
2 12 HEM FIR
1 "O.C.
2X' 2 P.T
LEDGEF
DARTS
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nia
F-0°
cC.
N
N
N
>:
N
2
3'
N
5 1
00
X
/2
I II
18" GIRDER TRUSS
BEARING WALL`
BEAM3
17-1j'
1
BEAM2
(4) 2X6 STUDS
(4) 2X61 STUDS
2 Il;= 2
F�oOR RVSS
16'G
6 a IX 24 GLB ON THE, GROUND
WILL HANG DOWN 6"
NO POST
Pt .T AB
4X4 3 HSS
X
N
�M4
3 2 X7'9 4 GLM
;FLUSH, BEAM
5'-9'
10'-6
X
N
>:
N
DTT2Z
18
17
16
15
14
13
12
0
0
TUPPER
NEW DECK DESIGN
SEE ELEVATOR SPECIFICATIONS
FOR STRUCTURAL AND BLOCKING
REQUIREMENTS
11
10
9
4-
7
24F V GLM BEAM
N
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(4) 2X6 STUDS BEAM5
5
L
31/2Xj2SL6
10-1
(4) 2X6 STUDS
4' 3"
N
ELEV
ELVORON 3 SPEED MR
s 6 2X6 STUDS
3 STUDS
ST
3 TUDS
(4) 2X6 Sl it
It)
WATERPROOF DECK
2X8 JOIST
HANGER
SIMPSON
HGU5.62 - SDS
MIN OF 11" HT
BEAM1