Structural · S-2KG2J

Typical Concrete Wall Reinforcing

Materials

Elements

Walls Floors / Slabs Foundations / Footings Reinforcing Roof / Floor Openings

About this detail

This drawing outlines typical concrete wall reinforcement details, including a complete schedule for minimum horizontal and vertical wall reinforcement sizes and spacings based on wall thicknesses ranging from six inches and under up to twenty-four inches. Horizontal and vertical joint elevations illustrate keyed joints or intentionally roughened surfaces, lap splices, and vertical wall reinforcing continuity. Wall corners, wall intersections, and wall ends detail single and double layer reinforcing configurations, standard ninety-degree hooks, corner bars, and spacing requirements. General notes specify reinforcing lap lengths, continuous vertical reinforcing from floor to floor or footing to floor, one-inch clear clearances at openings, and spacing rules for small wall sections.

NOTES: 1. UNLESS NOTED OR SHOWN OTHERWISE, ALL WALLS ARE TO BE REINFORCED WITH MINIMUM REINFORCEMENT AS SHOWN IN THE FOLLOWING TABLE: 2. LAP VERTICAL WALL REINFORCING Lsb AND HORIZONTAL WALL REINFORCING Lsbt AT SPLICES. 3. ALL VERTICAL REINFORCING IN CONCRETE WALLS SHALL BE CONTINUOUS FROM STRUCTURAL FLOOR TO STRUCTURAL FLOOR, OR FROM FOOTING TO FIRST STRUCTURAL FLOOR ABOVE UNLESS NOTED OTHERWISE. 4. START HORIZONTAL AND VERTICAL BARS 1 INCH CLEAR OF EDGE OF OPENINGS. SPACE REINFORCING BARS AT EQUAL SPACES NOT TO EXCEED REQUIRED SPACING. 5. SMALL WALL SECTION DETAILS APPLY BOTH IN HORIZONTAL AND VERTICAL DIRECTIONS. 6. WALL DETAILS APPLY TO FOUNDATION AND MISC CONCRETE WALLS. HORIZ KEYED JT OR INTENTIONALLY ROUGHEN ENTIRE SURFACE VERT WALL REINF PLACE KEYS IN ALT REINF SPACE AS SHOWN PLACE KEYS IN ALT REINF SPACE AS SHOWN VERT KEYED JT OR INTENTIONALLY ROUGHEN ENTIRE SURFACE HORIZ WALL REINF VERTICAL JOINT ELEVATION HORIZONTAL JOINT ELEVATION 1 1/2" 6 3/4" 1 1/2" 6 3/4" MINIMUM WALL REINFORCEMENT WALL THICKNESS HORIZONTAL BARS VERTICAL BARS LOCATION #4 @ 12" #5 @ 15" #5 @ 12" #4 @ 12" #5 @ 18" #5 @ 15 #5 @ 12" #5 @ 10" 6" & UNDER OVER 6-8" OVER 8-10" OVER 10-12" OVER 12-14" OVER 14-16" OVER 16-20" OVER 20-24" #4 @ 12" #5 @ 15" #5 @ 12" #4 @ 12" #5 @ 18" #5 @ 15" #5 @ 12" #5 @ 10" CENTERLINE CENTERLINE CENTERLINE EACH FACE EACH FACE EACH FACE EACH FACE EACH FACE 6" MIN x 1/2 WALL THK 6" MIN x 1/2 WALL THK WALL CORNER OF SINGLE & DOUBLE LAYER REINFORCING WALL INTERSECTION OF SINGLE & DOUBLE LAYER REINFORCING WALL END SMALL WALL SECTION WALL INTERSECTION WALL CORNER (2) VERT REINF, TYP #4 @ 6" VERT REINF, TYP HORIZ OR VERT WALL BARS 24" 24" (2) VERT REINF, TYP CORNER BARS x AT CONTR'S OPT HORIZ BARS W/ STD 90 DEG HOOKS OR CORNER BARS TO MATCH HORIZ WALL REINF VERT REINF, TYP 31 1/4" 2'-0" MAX Lsb Lsb Lsb Lsb Lsb SEE NOTE 5 HORIZ BARS W/ STD 90 DEG HOOKS OR CORNER BARS TO MATCH HORIZ WALL REINF CORNER BARS x AT CONTR'S OPT Lsb Lsb TIE TO MATCH SIZE & SPCG OF WALL BARS 3 TYPICAL CONCRETE WALL REINFORCING

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