HomeMy WebLinkAboutIGA536 S001.1 Unfinished Basement Framing Plan–
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COLUMN TOP PLATE BOLTED TO BEAM WITH
AT LEAST (4) 12" DIAMETER BOLTS
BOTTOM FLANGE OF STEEL BEAM FASTENED TO
SUPPORTING WOOD FRAMING w/ (2) 12" DIA. X 3 12"
LONG LAG SCREWS.
CLIP ANGLES EITHER WELDED TO THE BEAM ALONG
EACH CLIP ANGLE'S ENTIRE LENGTH OR BOLTED TO
THE BEAM USING A MINIMUM OF 12" DIAMETER BOLTS.
CLIP ANGLE ATTACHED TO THE FOUNDATION WALL
USING NO LESS THAN (1) 12" DIAMETER ANCHOR OR (2)
1 4" DIA. x 214" LONG TAPCON SCREWS.
BEAM POCKET GROUTED SOLID AROUND STEEL BEAM
STEEL BM
SUPPORTED ON
WOOD FRAME
STEEL BEAM IN
BEAM POCKET
ANCHORED TO CONCRETE FOOTING PAD
WITH (2) 12" DIAMETER CONC. ANCHORS
THROUGH THE STEEL BASE PLATE TO THE
CONCRETE FOUNDATION.
ANCHORED TO CONCRETE FOOTING PAD
WITH (4) 12" DIAMETER CONC. ANCHORS
THROUGH THE STEEL BASE PLATE TO THE
CONCRETE FOUNDATION.
ENCASED IN CONCRETE SLAB
STEEL CONNECTIONS CHART
CONNECTION SPECIFICATION
CAP
COLUMN TOP PLATE EITHER WELDED ALONG
THE TWO SIDES PERPENDICULAR TO THE
BEAM'S LENGTH OR BOLTED WITH (2) 1#2"
DIAMETER BOLTS PLACED DIAGONALLY
THROUGH THE TOP PLATE
CONNECTION
TYPE
TO STL. COLUMN
(INTERIOR
CONDITION)
BASE
OR
TO STL. COLUMN
(END
CONDITION)
CAP
BASE
ENCASED IN CONCRETE SLAB
OR
OR
REISSUED: 04/14/2021
05/12/21