IMI Detail 04.030.0201.  This detail shows one option for anchoring dimension stone to a concrete masonry (CMU) backup using a system of continuous vertical stainless steel struts and horizontal angles with studs welded at top and bottom of the angles for anchorage into kerfs in the stone's top and bottom edge faces.    This detail is intended for the use of industry professionals who are competent to evaluate the significance and limitations of the information provided herein. This detai...

Free Models of Sketchup Warehouse of Construction Details-

IMI Detail 01.030.0751.  This detail shows a low roof connected to a higher masonry wall.  The masonry flashing and counterflashing is independent of the roof flashing system, so the roof can be replaced without disturbing the masonry.  The roof structure bears on a masonry bond beam, part of the loadbearing masonry wall.  The wall has a 2" clear air space for drainage, and weep vents are spaced at 24" o.c.  There is an air/moisture/vapor barrier on the cavity side of the ...

IMI Detail 01.030.0751. This detail shows a low roof connected to a higher masonry wall. The masonry flashing and counterflashing is independent of the roof flashing system, so the roof can be replaced without disturbing the masonry. The roof structure bears on a masonry bond beam, part of the loadbearing masonry wall. The wall has a 2" clear air space for drainage, and weep vents are spaced at 24" o.c. There is an air/moisture/vapor barrier on the cavity side of the ...

IMI Detail 03.070.2101. This adhered veneer detail shows two conditions: thin stone veneer at studs and sheathing backup, and thin stone veneer at CMU backup. The sheathing backup has two layers of weather resistive barrier (WRB), and a full-height drainage insert. The CMU backup is suitable for a direct-applied adhered veneer.  This detail is intended for the use of industry professionals who are competent to evaluate the significance and limitations of the information provided herein. This…

IMI Detail 03.070.2101. This adhered veneer detail shows two conditions: thin stone veneer at studs and sheathing backup, and thin stone veneer at CMU backup. The sheathing backup has two layers of weather resistive barrier (WRB), and a full-height drainage insert. The CMU backup is suitable for a direct-applied adhered veneer. This detail is intended for the use of industry professionals who are competent to evaluate the significance and limitations of the information provided herein. This…

IMI Detail 01.030.0301.  This masonry base of wall detail shows a flexible thru-wall flashing mechanically fastened to the CMU backup through a termination bar, with a continuous bead of sealant along the top of the term. bar.  The exposed portion of the flashing is a sheet metal drip edge secured held in place by mastic or sealant, with a hemmed edge, extending from the face of the masonry about 1/2".  The flashing has an 8" (nominal) vertical leg.  The wall has a 2" clea...

Base of Wall - Flexible Flashing, Drip Edge, Termination Bar, Mortar Dropping Collection Device

IMI Detail 02.020.0203. This partition detail shows a horizontal span condition.  The wall is unanchored at the base and at the top.  It is tied into cross walls at both ends.  The top of the wall should accommodate deflection of the structure above.  Horizontal joint reinforcement and vertical reinforcement are shown.  Bond beams are also shown.  Top and bottom detailing may vary.    This detail is intended for the use of industry professionals who are competent to evaluate the significance…

These SketchUp models will show you the different layers of materials, connection, and joints for different construction systems, floor, and wall finishes.

IMI Detail 02.020.0202. This partition detail shows a vertical span condition.  The wall is anchored at the base with a vertical dowel into the slab.  There is a gap at the top of the wall to allow for deflection of the structure above.  Horizontal joint reinforcement and vertical reinforcement are shown.  Top and bottom detailing may vary.    This detail is intended for the use of industry professionals who are competent to evaluate the significance and limitations of the information…

IMI Detail 02.020.0202. This partition detail shows a vertical span condition. The wall is anchored at the base with a vertical dowel into the slab. There is a gap at the top of the wall to allow for deflection of the structure above. Horizontal joint reinforcement and vertical reinforcement are shown. Top and bottom detailing may vary. This detail is intended for the use of industry professionals who are competent to evaluate the significance and limitations of the information…

IMI Detail 01.030.0401.  This window sill detail shows a rigid flashing under the masonry sill capable of spanning across the cavity.  The flashing forms a drip edge that extends about 1/2" from the face of the masonry to allow water to escape from the wall.  The flashing returns vertically 1" (min.) or 2" (preferred) to form a pan, or end dam, where it terminates at the ends of the sill.  The details shows a vertical expansion joint at the face brick.    This detail is in...

These SketchUp models will show you the different layers of materials, connection, and joints for different construction systems, floor, and wall finishes.

IMI Detail 02.010.0401. This detail shows an 8” (nominal) split face concrete masonry (CMU) wall, window sill condition. Flashing is provided below the masonry sill, returning vertically at the end termination to form and end dam.  Ladder-type horizontal joint reinforcement is placed at 16” o.c. vertically in the wall, or as required.  This detail is intended for the use of industry professionals who are competent to evaluate the significance and limitations of the information provided…

These SketchUp models will show you the different layers of materials, connection, and joints for different construction systems, floor, and wall finishes.

IMI Detail 06.130.1302. This detail shows a tile expansion joint in floor system made up of tile adhered to a concrete subfloor using a dry-set or latex-modified portland cement mortar bond coat.  A 1/4" wide saw cut is made at the existing crack in the concrete to form a control joint, and a tile expansion joint is placed directly above that concrete control joint.    This detail is intended for the use of industry professionals who are competent to evaluate the significance and li...

Floor Tile Expansion Joint over Concrete Control Joint

IMI Detail 02.120.0702.  This hybrid masonry and steel floor connection detail makes use of bent reinforcement to tie the the floor to the wall.  This detail is intended for the use of industry professionals who are competent to evaluate the significance and limitations of the information provided herein. This detail should not be used as the sole guide for masonry design and construction, and IMI disclaims any and all legal responsibility for the consequences of applying the information.

Hybrid Masonry and Steel Floor Connection Detail - Hybrid Type IIB

IMI Detail 02.120.0712. This hybrid masonry and steel floor connection detail shows a composite floor deck supported by laterally braced steel beams supported by a CMU wall as part of the hybrid masonry and steel structural system.  This detail is intended for the use of industry professionals who are competent to evaluate the significance and limitations of the information provided herein. This detail should not be used as the sole guide for masonry design and construction, and IMI…

Free Models of Sketchup Warehouse of Construction Details-

IMI Detail 01.030.1311.  This Isolation Joint detail accommodates differential movement in two walls that intersect at 90 degrees.  It makes use of a debonded shear anchor accessory which allows movement in the perpendicular wall while tying that wall to the wall it intersects with.  This detail is intended for the use of industry professionals who are competent to evaluate the significance and limitations of the information provided herein. This detail should not be used as the sole guide…

IMI Detail 01.030.1311. This Isolation Joint detail accommodates differential movement in two walls that intersect at 90 degrees. It makes use of a debonded shear anchor accessory which allows movement in the perpendicular wall while tying that wall to the wall it intersects with. This detail is intended for the use of industry professionals who are competent to evaluate the significance and limitations of the information provided herein. This detail should not be used as the sole guide…

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