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PL3/8 ES
5/16
5/16
k1/2"
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 BMk5/8"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 LOCATIONS
PL WASHER 1/4x2x2
W/ STD HOLE
OPTIONAL LEVELING
NUTS
1 1/16"Ø HOLES
MAX, UNO NHSS COLUMN
AT HSS OR PIPE COL
1/4
TTYP BASE PLATE SCHEDULE
BASE
PLATE
MARK
BP1
BP2
PLATE
THICKNESS
T (IN)
PLATE
WIDTH
B (IN)
PLATE
LENGTH
N (IN)1 1/2" NS GROUTABOVE NUT2" MINPROJECTIONB
3/4 6 15
1 1/2"2"2"2"2"3/4 6 15
3 1/4"4 1/4"2"2"2"1 1/2"2"2"2"
BP2 LAYOUT
1/2"
1 1/2"
1 1/2"1 1/2"3" TYP1 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
W10x19 3
1/2"
1 1/2"1 1/2"1 1/2"3" TYP1 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
STIFF PL 3/8 ES
CAP PL 3/4
W/ (4) BOLTS
1 1/2"1 1/2"
TYPICAL
1/4
1/4TYP k(2) BOLTS
1/2"
1 1/2"
1 1/2"
AT BEAM END
5/16 TYP
S500
3FOR COL
ABOVE AT
SIM
THAN T OF SHALLOWER BEAMT/2 MIN, BASED ON T OFDEEPER BEAM, BUT NOT GREATERFOR ANGLE/END
PLATE SIZE &
DETAIL 1" MAX
SEE SCHEDULE
FOR CAPACITY
AND WELDING
S500
5
DOUBLE ANGLE END PLATE
Z5.00B
20
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
MIN1 1/4"MIN1 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 BESTAGGEREDOR ALIGNEDMIN1 1/4"AT DOUBLE ANGLE3" MAX AT SINGLEANGLE, NO LIMITT/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"@W126"@W10T&B1 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"MIN3"SEE FOR
EMBED PL AT
TOP OF WALL
1/S501
Project number
Date
Drawn by
MM JOB #: 15.0197.S.01PRINCIPAL/EOR: PDPROJECT MANAGER: KHDESIGNERS: JW/KHDATE PRINTED:FILE PATH:07/02/2015
C:\Proj\15.0197-994Ptarmigan-RS15_kevinh.rvt7/2/2015 2:34:43 PMS500
STEEL DETAILS
M15.0197.S.01LOT 3 / 994 PTARMIGAN RDVAIL,COHughes Residence07.02.2015
KH
NO SCALE10 GARAGE HEADER POST BEARING
NO SCALE3 TYP COL TRANSFERNO SCALE12 TYP COL BASE PLATE
NO SCALE1 WF BEAM TO HSS COL CONN
NO SCALE2 WF BEAM TO WF BEAM CONN
NO SCALE4 TYP BM OVER COLUMN
NO SCALE6 TYP BEAM DBL ANGLE SPLICE - LFRD
NO SCALE7 BEAM TO BEAM CONN - 1
NO SCALE5 TYP BEAM ANGLES
NO SCALE8 STEEL BEAM EMBED AT CONC WALL
No. Description Date
PERMIT SET 07.02.2015