Structural steel floor framing assembly at a shade structure, anchored with 1/2" diameter by 24" deformed bar anchors at 16" o.c. A diagonal brace spaced at 48" o.c. connects to the framing at a 45-degree angle using 3/8" stiffener plates and fillet welds sized at 5/16" and 1/4". 6" 18-gauge studs are placed at 16" o.c. for the exterior finish coordination, alongside a window system anchored with stiff clips. The outrigger assembly incorporates continuous 3/8" steel plates with 3/4" threaded welded studs at 24" o.c. supporting the exterior steel fabric. A general note specifies that all exposed steel must be galvanized.
1/2"Øx24" DBA AT 16" oc 3/8" STIFFNER PL 6" DIAG BRACE AT 48"oc 4 S301 WINDOW SYSTEM SEE ARCH STIFF CLIP SEE ARCH FOR EXT FINISH 6" 18g STUDS AT 16"oc TYP AT EIFS EXTERIOR 45.00° STEEL FABRIC SEE ARCH 3/4" THREADED WELDED STUDS AT 24"oc 3/8" STEEL PL x CONT 5/16 5/16 1/4 NOTE: GALVINIZE ALL EXPOSED STEEL C D E
Members view this detail in full resolution, download the CAD files (SVG, PDF), and can adapt it in the built-in CAD editor — export DXF, DWG, or PDF.
Start membership