HomeMy WebLinkAboutS501.pdf(2) #6 DAS (A706) TOP, AT
8" GAGE
#5x2'-4", EMBED SUPPLIER
TO TIE IN PLACE
CENTERED ON PLATE,
WELDING NOT PERMITTED
8"1'-0"LESSER OF:
1) LDH
2) FAR FACE OF CONC
LESS 2"
(2) 3/4"Øx6" HAS, AT 8"
GAGE 2" TYP8"2" TYPPL3/4x1'-0x1'-0
0" TO 3"1/2"
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TOE AND
SIDES
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TOE AND
SIDES, TYP
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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 TYP1 1/4"3"3/16
3/16TYP
(2) 5/8"Ø THRU
BOLTS
PL1/4x4x0-7", TYP
STEEL BEAM,
SEE PLAN
CJP
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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 1NOTE 2NOTE 2NOTE 3
NOTE 3
NOTE 4
NO WELDING
PERMITTED AT
THIS LOCATION
NOTE 4
AT CORNER OR TEE JOINT
AT BUTT JOINT
5/16
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 2:34:44 PMS501
STEEL DETAILS
M15.0197.S.01LOT 3 / 994 PTARMIGAN RDVAIL,COHughes Residence07.02.2015
KH
NO SCALE1 EMBED PLATE AT TOP OF WALL
NO SCALE2 TYP HSS GIRT TO HSS COL CONN
1" = 1'-0"6 HSS MOMENT FRAME CONN
NO SCALE4 STEEL BM AT WOOD POST
NO SCALE3 TYP MOMENT CONN
NO SCALE7 TYP WF CJP WELD ACCESS AND
BACKING
No. Description Date
PERMIT SET 07.02.2015