HomeMy WebLinkAboutB15-0250_S500_1467739080.pdfA
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2
PL3/8 ES
5/16
5/16
k
1/2"
1 1/2"
1 1/2"
1/2" 1 1/2"
3" 3" 3" (4) BOLTS IN STD HOLES
3
S500
STIFFENER
PL 3/8 ES
3"
5/16
AT HSS COL OR WF COL-WEB PERP TO BM
k
5/8"Ø ANCHOR RODS,
UNO
DOUBLE NUT OR
HEADED ANCHOR ROD
NOTES:
1. SEE COLUMN SCHEDULE OR PLAN FOR BASE PLATE MARK
2. PLATE SIZE MAY BE INCREASED AT HSS COL TO PROVIDE BOLT CLEARANCE
3. 24xANCHOR RODØ DECREASE AS REQUIRED TO PROVIDE 3" CLEAR COVER AT
FOOTING AND INTERIOR WALL LOCATIONS
PL WASHER 1/4x2x2
W/ STD HOLE
OPTIONAL LEVELING
NUTS
1"Ø HOLES MAX IN
BASE PLATE, UNO
N
HSS COLUMN
AT HSS OR PIPE COL
1/4 T
TYP BASE PLATE SCHEDULE
BASE
PLATE
MARK
BP1
BP2
PLATE
THICKNESS
T (IN)
PLATE
WIDTH
B (IN)
PLATE
LENGTH
N (IN)
1 1/2" NS GROUT
ABOVE NUT
2" MIN
PROJECTION B
3/4 5 16
2 1/2" 3/4 5 11 1/2
3" 4 1/2" 2 1/2"
1 1/2" BP2 LAYOUT 1 1/2"
EQEQ
PJP 1/2 WALL
THICKNESS ES
AT 5" HSS
BP3 3/4 5 20
2
ALTERNATE: 5/8"Ø THREADED
ROD EMBEDDED 8" MIN W/
HILTI HIT-HY 200. UNO
5 RFI #7
1/2"
1 1/2"
1 1/2"
1 1/2" 3" TYP
1 1/2"
5/16
5/16
PL3/8 W/ HORIZ SHORT
SLOTTED HOLES IN PL AND
STD HOLES IN BM WEB
3/4"Ø BOLTS
SEE SCHEDULE
CONNECTION SCHEDULE
BEAM SIZE # OF BOLTS
W10 2
W12 & W14 3
W16 & W18 4
W10x12&W10x19 3
4
1/2"
1 1/2" 1 1/2"
1 1/2" 3" TYP 1 1/2" 5/16
5/16
PL3/8 W/ HORIZ SHORT
SLOTTED HOLES IN PL AND
STD HOLES IN BM WEB
3/4"Ø BOLTS
SEE SCHEDULE
CONNECTION SCHEDULE
BEAM SIZE # OF BOLTS
W10 2
W12 3
1/2" 1/2" 1/2" RADIUS
W10x22 3
4
STIFF PL 3/8 ES
CAP PL 3/4
W/ (4) BOLTS
1 1/2" 1 1/2"
TYPICAL
1/4
1/4
TYP
k
(2) BOLTS
1/2"
1 1/2"
1 1/2"
AT BEAM END
5/16
TYP
S500
3
FOR COL
ABOVE AT
SIM
1 1/4"
1 3/4"
1/2" MAX
1 3/4"
1 1/4"
1 1/2"
3" 1 1/2" PL3/8 W/ (2) BOLTS
1/2" 1 1/2" MIN
(2) BOLT DOUBLE
ANGLE CONN
STD HOLES IN BM WEB
S500
5
S610
5
WF STEEL BEAM
EACH SIDE AT SIM
MIN
1 1/4"
MIN 1 1/4" 3" MIN, TYP, MAX
3" 1 1/4" MIN
AT DBL ANGLES
STANDARD OR HORIZ
SHORT SLOTTED
HOLES MAY BE
USED, TYP
3/8" ANGLE
THICKNESS
BOLTS MAY BE STAGGERED
OR ALIGNED
MIN 1 1/4" AT DOUBLE ANGLE
3" MAX AT SINGLE
ANGLE, NO LIMIT
T/PL = T/BM, TYP
PL 3/4
(4) 3/4"Øx5" HAS,
AT 8" GAGE, TYP
13/16"x2 3/4" SLOTTED HOLE
IN L, STD HOLE IN BM
L6x3 1/2x3/8, (2) PT
BOLTS, CENTER
VERTICALLY ON BM
NOTES:
1. COMPLETE ALL WELDS PRIOR TO INSTALLING DECK OR USING BEAM TO SUPPORT ANY
CONSTRUCTION MATERIALS
1 1/2" ± 1"
8"@W12
6"@W10
T&B
1 1/2"
WELDING CLEARANCES
TRIM FLG T&B, ONE SIDE
ONLY, AS REQD FOR FIELD
2" 8" 2"
2" 4" 4" 2" EMBED & BEAM CL
BEAM ELEVATION
EMBED ELEVATION
OF ANGLE
DO NOT WELD
ACROSS TOP
5/16
3/4" RETURN
TOP, FULL
RETURN
BOT
5/16
3 SIDES,
NOTE 1
1 1/2"
2" 8" 2" MIN
3"
SEE FOR
EMBED PL AT
TOP OF WALL
1/S501
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
12:18:01 PM
S500
STEEL DETAILS
M15.0197.S.01
LOT 3 / 994 PTARMIGAN RD
VAIL,CO
Hughes
Residence
07.02.2015
KH
NO SCALE 10 GARAGE HEADER POST BEARING
NO SCALE 3 TYP COL TRANSFER
NO SCALE 12 TYP COL BASE PLATE
NO SCALE 1 WF BEAM TO HSS COL CONN
NO SCALE 2 WF BEAM TO WF BEAM CONN
NO SCALE 4 TYP BM OVER COLUMN
NO SCALE 6 TYP BEAM SPLICE - LFRD
NO SCALE 7 BEAM TO BEAM CONN - 1
NO SCALE 5 TYP BEAM ANGLES
NO SCALE 8 STEEL BEAM EMBED AT CONC WALL
NOT USED
No. Description Date
PERMIT SET 07.02.2015
2 FND SET 09.22.2015
4 CD 10.06.2015
5 CD REV #1 10.21.2015
6 CD REV #2 05.27.2016
07/05/16