An exterior metal stud structural connection bears on a concrete slab or curb utilizing half-inch diameter anchor bolts with a seven-inch minimum embedment and standard washers spaced at forty-eight inches on center, with specific provisions for additional anchors at jambs and king studs. Continuous number four reinforcing bars are provided within the concrete, with additional bars required where curb height exceeds twelve inches or where slab depressions occur. The metal stud framing sits atop the concrete curb, with slab depressions verified per architectural drawings when depth exceeds two inches.
A S6.1.3 TYPICAL CONDITION CURB CONDITION #3 @ 18"CC ('H' ≤6") #4 @ 18"CC (6" < 'H' ≤12") #4 @ 12"CC (12"< 'H' ≤24") 12" METAL STUDS METAL STUDS DEPRESS SLAB WHERE OCCURS OPTIONAL CJ SEE SECTIONS FOR REINF 1/2"Ø ANCHOR BOLT w/ 7" MIN EMBED @ 48"CC w/ STD WASHER. PROVIDE BOLTS @ JAMBS SEE NOTE: 1. WHERE SLAB DEPRESSIONS OCCURS, VERIFY DEPTH 'Y', LOCATION & EXTENT w/ ARCH. WHERE 'Y' EXCEEDS 2", USE PROVISIONS OF CURB CONDITION. 2. AT KING STUDS, PROVIDE (2) ANCHORS @ 5"CC CENTERED IN CURB. NOTE: MAX SILL TRACK AB HOLE SIZES D B + 1/16" EMBED 7 " TOC 'Y' FS FS #4 CONT MIN FC FC #4 CONT ADDL #4 WHERE 'H' > 12" TOC SECTIONS SEE MIN 3" SECTIONS SEE MIN 3" 2'-0" MAX 'H' EMBED 7 " #4 CONT MIN SEE SECTIONS 6" MIN
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