2. Simpson Strong-Tie
  3. SSB3.518-KT

Simpson Strong-Tie SSB3.518-KT Installation guide

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4
SSB BYPASS SLIDE CLIP STRUT ANCHORAGE TO STEEL
1"
2"
3
SCW HEAD-OF-WALL SLIDE CLIP ANCHORAGE TO STEEL
STRUCTURAL
STEEL BY OTHERS
TRACK WHERE
OCCURS
(3) #12-14
SELF-DRILLING
SCREWS, FILL ALL
ANCHOR HOLES
STRUCTURAL
STEEL BY OTHERS
TRACK WHERE
OCCURS
STRUCTURAL
STEEL BY OTHERS
STRUCTURAL
STEEL BY OTHERS
TRACK WHERE
OCCURS
TRACK
WHERE
OCCURS
(2) #12-14
SELF-DRILLING
SCREWS, FILL OUTER
ANCHOR HOLES
(4) #12-14
SELF-DRILLING
SCREWS, FILL ALL
ANCHOR HOLES
(2) #12-14 SELF-
DRILLING SCREWS,
FILL OUTER
ANCHOR HOLES
SCW3.25 W/ (2) SELF-DRILLING SCREWS SCW3.25 W/ (3) SELF-DRILLING SCREWS
SCW5.5 W/ (2) SELF-DRILLING SCREWS SCW5.5 W/ (4) SELF-DRILLING SCREWS
STRUCTURAL
STEEL BY OTHERS
STRUCTURAL
STEEL BY OTHERS
STRUCTURAL
STEEL BY OTHERS
STRUCTURAL
STEEL BY OTHERS
TRACK WHERE
OCCURS
(3) SIMPSON STRONG-TIE
POWDER-ACTUATED
FASTENERS, FILL ALL
ANCHOR HOLES
TRACK WHERE
OCCURS
(2) SIMPSON
STRONG-TIE
POWDER-ACTUATED
FASTENERS, FILL
OUTER ANCHOR
HOLES
(2) SIMPSON STRONG-TIE
POWDER-ACTUATED
FASTENERS, FILL OUTER
ANCHOR HOLES
(4) SIMPSON STRONG-TIE
POWDER-ACTUATED
FASTENERS, FILL ALL
ANCHOR HOLES
SCW3.25 W/ (2) POWDER-ACTUATED FASTENERS SCW3.25 W/ (3) POWDER-ACTUATED FASTENERS
SCW5.5 W/ (2) POWDER-ACTUATED FASTENERS SCW5.5 W/ (4) POWDER-ACTUAED FASTENERS
NOTES:
1.) INSTALLATION IS BASED ON A MINIMUM 3/16" THICK STRUCTURAL STEEL WITH Fy = 36 KSI.
2.) ACCEPTABLE POWDER-ACTUATED FASTENERS INCLUDE THE FOLLOWING:
SIMPSON STRONG-TIE 0.145" PDPT
SIMPSON STRONG-TIE 0.157" PDPAT
3.) INSTALLATION REQUIRES FULL BEARING OF THE ANCHOR LEG ON THE SUPPORTING STRUCTURE.
TRACK WHERE
OCCURS
TRACK
WHERE
OCCURS
(2) SELF-DRILLING SCREWS
STRUCTURAL
STEEL BY OTHERS
(2) #12-14 SELF-
DRILLING SCREWS WITH
EMPTY ANCHOR HOLE
BETWEEN
(3) #12-14 SELF-
DRILLING SCREWS IN
ADJACENT ANCHOR HOLES
(3) SELF-DRILLING SCREWS
(2) SIMPSON STRONG-TIE
POWDER-ACTUATED
FASTENERS WITH EMPTY
ANCHOR HOLE BETWEEN
(3) SIMPSON STRONG-TIE
POWDER-ACTUATED
FASTENERS IN ADJACENT
ANCHOR HOLES
(2) POWDER-ACTUATED FASTENERS
STRUCTURAL
STEEL BY OTHERS
STRUCTURAL
STEEL BY OTHERS
STRUCTURAL
STEEL BY OTHERS
NOTES:
1.) INSTALLATION IS BASED ON A MINIMUM 3/16" THICK
STRUCTURAL STEEL WITH Fy = 36 KSI.
2.) WELDED INSTALLATIONS REQUIRE E70XX ELECTRODES WITH
A MINIMUM THROAT SIZE EQUAL TO THE CONNECTOR
THICKNESS. WELDING SHALL COMPLY WITH AWS D1.3.
3.) ACCEPTABLE POWDER-ACTUATED FASTENERS INCLUDE THE
FOLLOWING:
SIMPSON STRONG-TIE 0.145" PDPT
SIMPSON STRONG-TIE 0.157" PDPAT
WELDED
(3) POWDER-ACTUATED FASTENERS
SCW HEAD-OF-WALL SLIDE CLIP
12
SSB BYPASS SLIDE CLIP STRUT
ATTACH TO STUD w/
(3) #14 SHOULDERED
SCREWS (PROVIDED),
CENTERED IN SLOTS

SCW5.5 W/ (3) SCREWS
STRUCTURAL
BEAM BY OTHERS
CONNECTION TO
STRUCTURE - SEE
DETAIL 3/CWC2
LOCATE WEB
PUNCH-OUT CLEAR
OF CONNECTOR
SIMPSON STRONG-TIE
SCW5.5 SLIDE CLIP
METAL STUD
ATTACH TO STUD w/
(2) #14 SHOULDERED
SCREWS (PROVIDED),
CENTERED IN OUTER SLOTS

STRUCTURAL
BEAM BY OTHERS
CONNECTION TO
STRUCTURE - SEE
DETAIL 3/CWC2
LOCATE WEB
PUNCH-OUT CLEAR
OF CONNECTOR
METAL STUD
SCW5.5 W/ (2) SCREWS
ATTACH TO STUD w/
(2) #14 SHOULDERED
SCREWS (PROVIDED),
CENTERED IN SLOTS

STRUCTURAL
BEAM BY OTHERS
CONNECTION TO
STRUCTURE - SEE
DETAIL 3/CWC2
LOCATE WEB
PUNCH-OUT CLEAR
OF CONNECTOR
METAL STUD
SCW3.25 W/ (2) SCREWS
DO NOT ATTACH
STUD TO TRACK
SIMPSON STRONG-TIE
SCW5.5 SLIDE CLIP
DO NOT ATTACH
STUD TO TRACK
SIMPSON STRONG-TIE
SCW3.25 SLIDE CLIP
DO NOT ATTACH
STUD TO TRACK
SSB3.518 W/ (3) SCREWS
SSB3.518 W/ (2) SCREWS
SSB3.518 W/ REDUCED STANDOFF
ALTERNATE SHOULDERED SCREW PLACEMENT
LOCATE WEB PUNCH-OUT
CLEAR OF CONNECTOR
METAL STUD
ATTACH TO STUD w/
(3) #14 SHOULDERED
SCREWS (PROVIDED),
CENTERED IN SLOTS

CONNECTION TO
STRUCTURE - SEE
DETAIL 4/CWC2
SIMPSON STRONG-TIE
SSB3.518 SLIDE CLIP
EDGE ANGLE / SLAB
EDGE BY OTHERS
STRUCTURAL
BEAM BY OTHERS
LOCATE WEB PUNCH-OUT
CLEAR OF CONNECTOR
METAL STUD
ATTACH TO STUD w/ (2) #14
SHOULDERED SCREWS (PROVIDED),
CENTERED IN SLOTS (ADJACENT TO

ALTERNATE SCREW PLACEMENT
CONNECTION TO
STRUCTURE - SEE
DETAIL 4/CWC2
SIMPSON STRONG-TIE
SSB3.518 SLIDE CLIP
EDGE ANGLE / SLAB
EDGE BY OTHERS
STRUCTURAL
BEAM BY OTHERS
LOCATE WEB PUNCH-OUT
CLEAR OF CONNECTOR
METAL STUD
ATTACH TO STUD w/ (2) OR (3)
#14 SHOULDERED SCREWS
PER DETAIL A OR B
CONNECTION TO
STRUCTURE - SEE
DETAIL 4/CWC2
SIMPSON STRONG-TIE
SSB3.518 SLIDE CLIP
EDGE ANGLE / SLAB
EDGE BY OTHERS
STRUCTURAL
BEAM BY OTHERS
C
B
A
C
B
A
CFS CURTAIN WALL
CONNECTORS
INSTALLATION DETAILS
CWC2
/