The detail illustrates a concrete housekeeping pad constructed over a metal deck with concrete fill and a structural slab. It features #4 adhesive dowels with a 4-inch embedment, non-compressible high-density foam fill beneath the pad, and slab reinforcement referencing structural plans. Notes provide specific dimensional limits, spacing, and contractor options for cast hooked dowels versus adhesive anchors.
Text on the drawing
8'-0" MAX. 8" 2'-0" TYP. EQ. 6" 2" MIN. 8'-0" MAX. #4 @ 12" O.C. ADHESIVE DOWELS W/ 4" EMBED NOTES: 1. REF. ARCHITECTURAL & MECHANICAL DRAWINGS FOR CURB LOCATIONS, DIMENSIONS, CHAMFERS & INSERTS. 2. MIN. W=5", MAX W=24" 3. MAX. H=30" @ W=5" MAX. H=36" @ W=6" MAX. H=42" @ W ≥ 7" 4. CONTR. OPTION TO CAST HOOKED DOWELS INSTEAD OF ADHESIVE. 5. COORDINATE REINFORCMENT LOCATIONS TO AVOID INTERFERENCE WITH INSTALLATION OF ADHESIVE DOWELS. 6. USE ALTERNATE IF DOWELS ARE NOT LOCATED IN PROPER LOCATION OR IF CURB IS INSTALLED AT SLAB LOCATIONS WITHOUT DOWELS. 7. AT CONC. INFILL ON MTL. DECK, LOCATE DOWELS IN LOW FLUTES. INTERMEDIATE WALLS @ 8'-0" O.C. E.W. MAX. NON-COMPRESSIBLE HIGH DENSITY FOAM FILL SLAB REINF. REF. PLANS 2'-0" MAX. METAL DECK W/ CONC. FILLOR FORMED CONC. SLAB 16 N.T.S.
Members view this detail in full resolution, download the CAD files (SVG, PDF), and open any detail in the built-in CAD editor to edit and export DXF or DWG.
Sign in to subscribe