Structural · S-3WBNJ

Tilt-Up Concrete Wall Footing and Slab Connections

Materials

Concrete Steel Timber / Wood Masonry / CMU Membrane / Roofing

Elements

Walls Doors Windows Floors / Slabs Foundations / Footings Arches Expansion / Control Joints Insulation Anchors / Embeds Connections / Plates Reinforcing

Connections

Welded Connection Shear Stud / Composite Rebar Splice / Development Embed Plate

About this detail

This structural sheet details the connection of concrete tilt-up wall panels to continuous and spot footings, slabs-on-grade, and adjacent panels. The main footing connection incorporates an embed plate measuring one-half inch by six inches by one foot zero inches with two three-quarter inch diameter by six inch headed stud anchors, an attachment angle of L4x3x1/4 by one and one-quarter inches long, and an embed angle of L5x3-1/2x5/16 by five inches long with two five-eighths inch diameter by thirty-two inch deformed bar anchors and one three-quarter inch diameter by six inch headed stud anchor, all bedded on one and one-half inches of non-shrink grout. Slab-on-grade connections provide two options: option one utilizes a number four by two-foot six-inch dowel epoxied into the tilt-up panel with a one-half inch diameter headed stud anchor, while option two uses a number four by two-foot six-inch dowel threaded at one end with a Lenton form saver. Panel-to-panel joints are detailed with embed plates, embed angles, and joint sealant over non-shrink grout.

SCALE ( ): 24x36 10 S502 TYP. CONCRETE TILT-UP PANEL TO FOOTING CONNECTION DETAIL N.T.S. EMBED PLATE CONC FOOTING EMBED ANGLE - SEE ABV 5/16" EMBED PLATE: 1/2" x 6" x 1'-0" w/ (2) 3/4" DIA. x 6" HSA ATTACHMENT ANGLE: L4x3x1/4 x 1 1/4" LONG (LLV) 4 1/2" CONC FOOTING 1 1/2" NON-SHRINK GROUT EMBED ANGLE: L5x3-1/2x5/16 x 5" LONG w/ (2) 5/8" DIA x 32" DBA AND (1) 3/4" DIA. x 6" HSA. SECTION A-A: AT TYPICAL PANEL JOINT (SEE NOTE) 1 1/2" NON-SHRINK GROUT CONC TILT-UP PANEL CONC TILT-UP PANEL A A ATTACH DBA TO ANGLE w/ FULL FUSION WELD PANEL JOINT AND SEALANT, SEE ARCH 1 1/2" COVER (MIN.) SCALE ( ): 24x36 13 S502 OPTIONAL TILT-UP PANEL TO SLAB ON GRADE CONNECTION N.T.S. OPTION #2 OPTION #1 CONC SLAB ON GRADE CONC SLAB ON GRADE #4 x 2'-6" DOWEL @ 18" O.C. THREADED ONE END LENTON FORM SAVER CONC TILT-UP PANEL CONC TILT-UP PANEL. 1/2" DIA. HSA. #4 x 2'-6" DOWEL @ 18" O.C. EPOXIED INTO CONC TILT-UP PANEL 1 1/2" COVER (MIN.) 1'-0" 1'-0" SCALE ( ): 24x36 9 S502 TYPICAL CONC-TILT UP WALL AT FOOTING DETAIL N.T.S. REINFORCING AT CONSTRUCTION JOINT AT POUR-BACK STRIP SHOULD REMAIN CONTINUOUS THROUGH JOINT, SEE 1/S501 1.3/4" CLEAR EXTEND REINFORCING INTO POUR STRIP (WHERE (2) MATS ARE REQUIRED, EXTEND BOTH MATS) CONC SLAB OR FINISHED GRADE AS OCCURS CONC. POUR STRIP #4x18"x36" (LLH) DOWEL @ 18" O.C. NOTE: AT CONTRACTORS OPTION THE PANEL CONNECTION TO THE FTG MAY BE MADE FROM THE INSIDE FOR OPTIONAL SLAB ON GRADE ATTACHMENT TO TILT-UP PANEL SEE 13/S502 CONTINUOUS FOOTING SEE PLAN 4'-0"± 1 1/2" NON-SHRINK GROUT 24" MIN LAP FOUNDATION INSULATION (WHERE OCCURS), SEE ARCH CONC TILT-UP PANEL SPOT FOOTING (WHERE OCCURS) SEE PLAN 1 1/2" NON-SHRINK GROUT #4x18"x36" (LLH) DOWEL @ 18" O.C. (DRILL AND OPOXY AT CONTRACTORS OPTION) CONC SLAB ON GRADE FOUNDATION INSULATION (WHERE OCCURS), SEE ARCH TYPICAL SECTION 1/4" TYP 10 S502 NOTE: PROVIDE TYPICAL PANEL JOINT EMBED AT ALL PANEL JOINTS AND PANEL ENDS UNLESS NOTED OTHERWISE ON PANEL ELEVATIONS. NOTES: 1. AFTER ERECTION OF PANELS, AND WELDING OF CONNECTIONS COAT ALL STEEL PLATES AND ANGLE w/ 1/8" MINIMUM BITUMINOUS CEMENT. TYPICAL 2. PROVIDE TYPICAL PANEL JOINT EMBED AT ALL PANEL JOINTS, PANEL ENDS, AND WINDOW/DOOR JAMBS. SCALE: 14 BUMPER PLATE AT DOC S502 N.T.S. FROST DEPTH, SEE GSN 4'-0" 1 1/2" NON-SHRINK GROUT #4 x 18" x 36" (LLH) DOWEL @ 18" O.C. (DRILL AND OPOXY AT CONTRACTORS OPTION) CONC SLAB ON GRADE #5 x CONT. CONC FOOTING CONC SLAB ON GRADE - SLOPE AWAY FORM BUILDING FOUNDATION INSULATION 1/4" BENT PLATE AT DOCK LEVELER (WHERE OCCURS) 10 S502 8 S502 WALL THICKNESS DEPTH OF PIT VERIFY BY SUBMITTAL 3/4" HEADED STUD x 5" LENGTH @ 12" O.C. (LOCATE ONE STUD WITHIN 6" OF EACH EDGE 3/4" HEADED STUD x 5" LENGTH @ 12" O.C. (LOCATE ONE STUD WITHIN 6" OF EACH EDGE A 2. <7 ■ A A 24 O A 222/ • y4 <1 W O / W <1 A N 1 A A O <] 22227 4 <1 4 *7 4 2 A A A n n . 4 <1 A ’ 11; 4 4 A A K 1 A A 4 A A 1 4 < A A I 4 <7 I L A <1 A 4 < JA y/ A 4 A 4 A LLLI A 4 —11272222 $1O -— --------------- ----- 7 .A 4 ' A A, A A 4/ A 4 4 <7 A A <1 4 A A <7 A A • A A * — 4 ■n l I I I I 1 ch IL 111 I I 1^1 IIII 111 111 111 111 LLLI I I 1 T I A i = A 4 2 4 i 42 4— 4 8888 20 A 4

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