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36/7 ATTACH WITH 5/8" DIA PUDDLE
WELDS AT 8" OC MIN ALONG
PERIMETER STEEL SUPPORTS
PARALLEL TO DECK SPAN
36/4 ATTACH TO INTERMEDIATE
SUPPORTS -
END LAP PER
MANUFACTURER'S
REQUIREMENTS BUT
NOT LESS THAN 2"
SIDE LAP CONNECTIONS
EQUALLY SPACED, SEE PLAN
FOR CONNECTION PATTERN
y ATTACH WITH 5/8" DIA PUDDLE WELDS
AT 8" OC TO PERIMETER STEEL
SUPPORT PERPENDICULAR TO DECK SPAN
NOTES:
1. PROVIDE WELDS AT DECK END LAPS THAT
SUFFICIENTLY PENETRATE BOTH LAYERS OF DECK.
2. DECK FASTENING REQUIREMENTS SHALL NOT BE
LESS THAN AS SHOWN ON PLANS AND DETAILS OR
PER MANUFACTURER'S RECOMMENDATIONS
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ROOF DECK CONNECTION DETAIL
SCALE: NTS
12"
MAX
I II II II
o Z II II II
I II II II
I II
p X I II
I II
o Z II II II
I II II II
I II II II
(2) MIN UNINTERRUPTED RIBS TO BE
COVERED BY FLAT SHEET
ROOF DECK OPENING DETAIL
SCALE: NTS
AT EA RIB
1/8 1 NS & FS
DECK
CRIMP LEGS
TOGETHER
PRIOR TO
WELDING
1 1/2" LONG TSW
SHALL ENGAGE
TOP OF INNER LEG
@8"OC
TOP SEAM WELD (TSW) DETAIL
2" MIN LAP-�
DECK WHERE
OCCURS AT
INTERIOR
INTE
PERI
DECK
THK
MIN
OFFSET
<_ 20 GA
0.191,
>20 GA
0.16"
MIN OFFSET
PER SCHED
DELTA GRIP
@ 18" OC
ALTERNATE SEAM CONN DETAIL
DELTA GRIP (ESR-1414)
INTERIOR OR
PERIMETER BEAM
DECK WHERE
OCCURS AT
INTERIOR
CONNECTION PERPENDICULAR TO FLUTES CONNECTION PARALLEL TO FLUTES
(3) WELDS MIN
1/8 1-8 NS & FS
ONE PIECE 16 GAGE FLAT METAL
REINF AROUND OPENING PLACED
ON BOT OF DECK THEN WELDED
TO BOTH INTERRUPTED AND
UNINTERRUPTED RIBS.
DESIGNED BY:
L. DOWELL oESPaR2A
DRAWN BY: ��� °'V wash
R. MUNRO C� z
CHECKED BY: :n
D. PRINDLE 2 16264
0 12/10/2024 LPD DJP AE ISSUED FOR BID APPROVED BY: NAL
No. DATE DSN CHK APP REVISION A. ESPARZA 15/Nov/2024
PL1/2 X 4 W/ 2" DIA HOLE
CENTERED ON PL AND
PERP TO DIRECTION OF
FALL ARREST CABLE
LOAD NOTE 2 -
CAP PL3/4X4X4
T&B
1/4
HSS3X3X3/8
HSS SUPPORT BM
I
BM
NOTES:
1/4
1/4
= X
U Q
Q =
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o_
ROOF DECK
1. DETAIL DOES NOT APPLY WHEN SUPPORT BEAM IS ANY
OTHER PROFILE THAN HSS.
2. LOAD MAY OCCUR IN ANY DIRECTION. CONNECTION HAS
BEEN DESIGNED FOR AN ALLOWABLE 3,000 POUND LOAD.
TYPICAL FALL ARREST POST
SCALE: NTS
SUBMITTED BY:
R. PARGAS
4S
r.RIDE
BRT General Engineering Consultant
DATE: REVIEWED BY:
12/10/2024 J. ALTCHECH
EXTERIOR WALL
CONNECTION
DESIGNED, PROVIDED
AND INSTALLED BY
EXTERIOR WALL
SUPPLIER
CLADDING
WHERE OCCURS
SEE ARCH
3/16 3-12
3/16 3-12
STEEL ROOF DECK
SEE PLAN FOR
ORIENTATION
CONT BENT PL 1/4,
SEE NOTE 1
U�
NOTES:
1. WHERE EXTERIOR WALL CONNECTION DOES NOT EXIST,
ACCEPTABLE TO REDUCE BENT PLATE TO 3/16"
EXTERIOR SLAB EDGE DETAIL AT ROOF DECK
SCALE: NTS
4, TOS
BM
ELEV
a
L
c"
BENT PL 1/4" CONT
METAL ROOF DECK
i 4-12
i 4-12
NOTES:
1. METAL DECK WELDING PER STANDARD DETAILS.
TYPICAL METAL DECK CONNECTION DETAIL
SCALE: NTS
SCALE:
Q
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NTS
Q
FILENAME:
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S 1-BT 120-S-v2020
J
::)
SouNDT ANSI1
CONTRACT No.:
1Y i71i
RTA/CN 0205-24
DATE:
SUBMITTAL DATE:
12/10/2024
12/10/2024
STRIDE BUS RAPID TRANSIT
SOUTH RENTON TRANSIT CENTER
BT 105
STRUCTURAL
TYPICAL ROOF DECK DETAILS 1
R-4332304
DEVELOPMENT ENGINEERING
msippo 11 /25/2025
DRAWING NO.:
BT120-SGY410
FACILITY ID:
BT120
SHEET No: REV:
382 0