Multiple attachment options for channel and tube struts suspended from a lightweight or normal weight concrete metal deck. The assembly utilizes post-installed anchors positioned within a maximum one inch offset from the centerline of the deck low flute. Option one features a twelve gauge angle clip measuring one and one-half by one and one-half inches with cut and bent flanges or a flattened tube end fastened with two number ten sheet metal screws. Option two utilizes a ten or twelve gauge angle clip measuring one and one-half by one and one-half by zero feet three inches minimum, secured with two number ten sheet metal screws while the tube end features a three-quarter inch minimum slotted connection. All struts are placed tight to the clip or structure in accordance with general notes requiring post-installed anchor testing per California Building Code Section 1910A.5.
LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE OPTION 1 NOTES: 1. POST-INSTALLED ANCHORS TO BE PLACED NO MORE THAN 1" OFFSET FROM CENTERLINE OF DECK LOW FLUTE. 2. TEST POST INSTALLED ANCHORS IN ACCORDANCE WITH CBC SECTION 1910A.5. 2" 3 7/8" MIN CUT FLANGES AND BEND OPTION 2 (2) #10 SMS 12 GA CLIP: L 1-1/2" X 1-1/2" CHANNEL STRUT TUBE STRUT LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE OPTION 1 FLATTEN END OPTION 2 PLACE TIGHT TO CLIP OR STRUCTURE (2) #10 SMS PLACE TIGHT TO CLIP OR STRUCTURE 12 GA CLIP: L 1-1/2" x 1-1/2"x0'-3" MIN. (2) #10 S.M.S. SLOT END OF TUBE 3/4" MIN. FA14 FA14 FA14 1". 3/4". 10 GA CLIP: L 1-1/2" x 1-1/2"x0'-3" MIN. 3/4". FA14 FA14
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