Try“waterproofing at a balcony door threshold”

Details

Disciplines›

Architectural 830 Structural 143 Mechanical 5 Landscape 13 Plumbing 3 Telecommunications 6

Categories›

Sections 568 Details of Structures 533 Details of Interiors 361 Plans 275 Details of Frames 233 Details of Facades 208 Details of Roofs 141 Details of Outdoor Spaces 110 Elevations 96 Schedules 93 Details of Stairs 89

Elements›

Walls 347 Floors / Slabs 271 Waterproofing / Flashing 210 Connections / Plates 205 Insulation 166 Beams 138 Partitions 132 Anchors / Embeds 132 Columns 127 Roof / Floor Openings 125 Roofs 123 Doors 118 Facades / Cladding 116 Decks 113 Ceilings 103 Drainage 85 Site / Paving 84 Stairs 78 Foundations / Footings 75 Reinforcing 72 Millwork / Casework 68 Railings / Guards 65 Expansion / Control Joints 60 Windows 56 Bracing 50 Entrances 42 Storefronts 42 Parapets 31 Arches 31 Curtain Walls 21 Canopies 17 Balconies 7 Retaining Walls 6 Ramps 6 Trusses 5 Stem Walls 4 Vaults / Domes 4 Skylights 1 Shear Walls 1 Bearing Walls 1

Materials›

Steel 401 Metal (misc.) 359 Timber / Wood 252 Concrete 249 Gypsum / Drywall 181 Cold-formed Steel 153 Membrane / Roofing 92 Glass / Glazing 83 Aluminum 78 Reinforced Concrete 74 Composite 51 Stone 47 Stainless Steel 41 Masonry / CMU 36 EIFS / Plaster / Stucco 26 Brick 10 anchor 2 Terracotta 2 insulation 1

Connections›

Welded Connection 125 Bolted Connection 111 Embed Plate 71 HSS Connection 65 Deck Attachment 65 Base Plate / Anchorage 61 Expansion / Slip Connection 46 Rebar Splice / Development 40 Bracing Connection 37 Shear Stud / Composite 17 Beam-to-Column 16 Braced Frame Connection 10 Gusset Plate 10 Timber / Mass-Timber Connection 9 Beam-to-Beam 6 Moment Connection 4 Shear Tab / Single Plate 4

Units›

imperial 831 metric 169

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S-C332N — Typical Column Splice Transition Detail

Structural · S-C332N

Typical Column Splice Transition Detail

Units: imperial
Discipline: Structural

Materials

Elements

Columns Connections / Plates

Connections

Rebar Splice / Development

Text on the drawing

NOTE: DO NOT TRANSITION UNLESS"A" STEEL COLUMN PER PLAN STEEL COLUMN PER PLAN 1 2 1/2 2 1/2 1 1/4" "A" 1/4" "A"

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