HomeMy WebLinkAboutB15-0250_S501_1467739080.pdf(2) #6 DAS (A706) TOP, AT
8" GAGE
#5x2'-4", EMBED SUPPLIER
TO TIE IN PLACE
CENTERED ON PLATE,
WELDING NOT PERMITTED
1'-0"
LESSER OF:
1) LDH
2) FAR FACE OF CONC
LESS 2"
(2) 3/4"Øx6" HAS, AT 8"
GAGE
2" TYP
PL3/4x1'-0x1'-0
1/4
FULL RET
BOT, TYP
(2)L4x4x1/4x0'-6 W/ (2) BOLTS IN
HORIZ SHORT SLOTTED HOLES
1 1/2"
1/2" 1 1/2"
1/2"
5/16
TOE AND
SIDES
5/16
TOE AND
SIDES, TYP
5/16
5/16
L3x3x3/8x GIRT
WIDTH - 1", T&B
3/8
3/8
TYP
(1/4)
(1/4)
TYP
CAP PL 3/8
(1/4)
PJP
(3/16)
PJP
(1/4)
(1/4)
TYP
3/8
3/8
TYP
1 1/4" 3"
3/16
3/16
TYP
(2) 5/8"Ø THRU
BOLTS
PL1/4x4x0-7", TYP
STEEL BEAM,
SEE PLAN
CJP
5/16
5/16
S501
7
S500
2
NOTES:
1. GREATER OF 1.5 x WEB THICKNESS OR 1 1/2"
2. GREATER OF 1.0 x WEB THICKNESS OR 1", NEED NOT EXCEED 2"
3. MIN RADIUS = 3/8"
4. BACKING MAY REMAIN IN PLACE UNO.
NOTE 1
NOTE 1
NOTE 2
NOTE 2 NOTE 3
NOTE 3
NOTE 4
NO WELDING
PERMITTED AT
THIS LOCATION
NOTE 4
AT CORNER OR TEE JOINT
AT BUTT JOINT
5/16
1/4
GRIND
SMOOTH
1/4
GRIND
SMOOTH
PL3/4 TO MATCH
HSS PROFILE
C
1/2"
3/16
(3) SIDES,
TYP
L3x3x3/8x0'-4 1/2" ES
3/16
(3) SIDES,
TYP
FINISH, SEE ARCH
2x6 DF#2 T&G DECKING.
ATTACH TO EA
STRINGER W/ (1) 0.177"Ø
PAF
WS3 SHEATING, SEE 8/S601
Project number
Date
Drawn by
MM JOB #: 15.0197.S.01
PRINCIPAL/EOR: PD PROJECT
MANAGER: KH DESIGNERS:
JW/KH
DATE
PRINTED:
FILE PATH:
05.27.2016
C:\Proj\15.0197-994Ptarmigan-RS15_kevinh.rvt
5/27/2016
12:18:02 PM
S501
STEEL DETAILS
M15.0197.S.01
LOT 3 / 994 PTARMIGAN RD
VAIL,CO
Hughes
Residence
07.02.2015
KH
NO SCALE 1 EMBED PLATE AT TOP OF WALL
NO SCALE 2 TYP HSS GIRT TO HSS COL CONN
1" = 1'-0" 6 HSS MOMENT FRAME CONN
NO SCALE 4 STEEL BM AT WOOD POST
NO SCALE 3 TYP MOMENT CONN
NO SCALE
7 TYP WF CJP WELD ACCESS AND
BACKING
1 1/2" = 1'-0" 8 STINGER DOGLEG CONN
1 1/2" = 1'-0" 9 UPPER LANDING
No. Description Date
PERMIT SET 07.02.2015
4 CD 10.06.2015
6 CD REV #2 05.27.2016
07/05/16