Structural Wood Detailing in CAD Format

I. Roof.- Interior Sloped Roof Above Walls or Beams.- Typical detail for two roof rafters sloped downward above shear wall, roof rafters are not overlapping ROOF1.- Typical detail for two roof rafters sloped downward above shear wall, roof rafters are overlapped ROOF2.- Typical detail for two-sided unequal-slope roof, roof rafters parallel to shear wall ROOF3.- Typical detail for two-sided unequal-height unequal-spacing unequal-slope roof, roof rafters above shear wall ROOF4.- Typical detail for lateral horizontal strap collector, roof rafters perpendicular to shear wall ROOF5.- Typical detail for sloped rafter against ridge beam ROOF6.- Typical detail for T&G sloped downward above ridge beam ROOF7.- Typical detail for sloped downward, notched roof rafters above ridge beam ROOF8.- Typical detail for roof rafters above steel beam ROOF9.- Typical detail for two-sided up-sloped T&G above beam ROOF10.- Typical detail for two-sided up-sloped rafter against hip beam ROOF11.- Typical detail for two-sided roof rafters up-sloped above hip beam ROOF12.- Roof Sloped (Single Diaphragm) at Edges Above Walls or Beams.- Typical detail for two-sided rafters of different heights with the same slope and the same spacing ROOF13.- Typical detail for roof rafter above shear wall ROOF14.- Typical detail for roof rafters parallel to shear wall ROOF15.- Typical detail between roof rafters and shear wall, roof rafters perpendicular to shear wall ROOF16.- Typical detail for continuous roof rafters above shear wall, roof rafters perpendicular to shear wall ROOF17.- Typical detail for one side sloped rafter against ridge beam ROOF18.- Typical detail for one side sloped roof rafter above ridge beam ROOF19.- Typical detail for roof rafters sloped upward above ridge beam ROOF20.- Typical detail for roof rafters sloped upward above steel beam ROOF21.- Typical detail for roof rafter above steel beam ROOF22.- Sloped Roof at Edge With Ceiling Beam Above Walls or Beams.- Typical detail for ceiling beam nailed to roof rafter above shear wall ROOF23.- Typical detail for roof rafters above header beam, ceiling beam against header beam ROOF24.- Typical detail for roof rafter nailed against roof rafter above header beam ROOF25.- Sloped Roof Edge (Double Diaphragm) Above Walls or Beams.- Typical detail for roof rafters above ceiling and ceiling beams (double diaphragm) parallel to shear wall ROOF26.- Typical detail for roof rafters above ceiling beams, ceiling beam above shear wall, double diaphragm ROOF27.- Typical detail for roof rafters above header beam, ceiling beam against header beam, double diaphragm ROOF28.- Typical detail for roof rafters above ceiling beams, ceiling beams above header beam, double diaphragm ROOF29.- Flat Roof.- Typical detail for flush framing ridge beam and roof rafters ROOF30.- Typical detail for shear wall above beam, tapered roof rafters against beam ROOF1.- Typical detail for one side tapered roof rafters above header beam ROOF32.- Typical detail for tapered horizontal roof rafter against header beam ROOF33.- Typical detail for tapered horizontal roof rafters against header beam using fill ROOF34.- Typical detail for one side tapered roof rafters above shear wall ROOF35.- Sloped Roof Against Wall.- Typical detail for roof rafters against shear wall using ledger ROOF36.- Typical detail for roof rafters against shear wall, roof rafters nailed against wood studs ROOF37.- Ridges and Hips.- Typical detail between two hip beams and post under ridge beam ROOF38.- Typical detail between two hips and two ridge beams using hangers and bolts ROOF39.- Typical detail between two hips and two ridge beams using steel fabricated connector ROOF40.- Typical detail for two hips and ridge beam using exterior steel connectors ROOF41.- Typical detail for two hips and ridge beam using bolts ROOF42.- Typical detail between two hip beams, ridge, and GLB ROOF43.- Typical detail for tapered roof rafters against steel beam, roof rafters sloped downward against steel beam ROOF44.- Typical detail between two hip beams and ridge beam, using interior steel fabricated connector ROOF45.- Typical detail for wood ridge beam connected to steel frame with two hip beams using steel fabricated connector ROOF46.- Typical detail between ridge beam, steel frame, and hip beams, all hangers welded to steel frame ROOF47.- Typical detail for ridge beam against steel frame, hip beams against steel frame, using hangers and plate ROOF48.- Typical detail for roof rafter above steel beam and sloped roof rafter perpendicular to steel beam ROOF49.- Hip Lower Connection.- Typical detail for hip beam above corner of shear wall with elevation view ROOF50.- Typical detail for hip beam and post at corner ROOF51.- Typical detail for hip beam above two beams and post the at corner ROOF52.- Typical detail between hip and post connection resisting moment ROOF53.- Typical detail for hip and ridge beam ROOF54.- Four Upper Hips.- Typical detail for four hip beams above post using steel fabricated connector ROOF55.- Typical detail for four hip beams and post using hangers and straps ROOF56.- Typical detail for four hip beams above post using exterior fabricated connector ROOF57.- Trusses.- Typical detail for upper truss joint between two cords and vertical member ROOF58.- Typical detail for upper joint of wood truss using exterior steel plate and bolts ROOF59.- Typical detail for truss joint between upper continuous double-sloped cord member with vertical and diagonal double member ROOF60.- Typical detail for truss joint between continuous upper cord members and vertical and diagonal members, using exterior plate ROOF61.- Typical detail for truss joint between continuous lower cord member and vertical and diagonal members, using steel connector ROOF62.- Typical detail for truss joint between continuous lower cord member and vertical member, using steel connector ROOF63.- Typical detail for truss joint between continuous lower double member and vertical double member ROOF64.- Typical detail for truss joint between continuous lower member and vertical and diagonal members ROOF65.- Typical detail for truss joint at support using exterior steel or wood connector ROOF66.- Typical detail for truss joint at support using interior steel connector ROOF67.- Typical detail for lateral shear transfer connection between truss and shear wall ROOF68.- Diagonal With Steel Frame.- Typical detail for horizontal strap welded to steel frame, wood beam against steel frame ROOF69.- Typical detail for wood beam above steel frame ROOF70.- Typical detail for wood beam against steel frame, roof rafters perpendicular to steel frame ROOF71.- Steel Roof Beam.- Typical detail for steel roof beam above steel beam, using bolts ROOF72.- Typical detail for steel roof beam above wood beam ROOF73.- Typical detail for steel moment connection using bolts ROOF74.- Typical detail for steel moment connection using weld ROOF75.- Typical detail for steel beam above shear wall ROOF76.- Miscellaneous.- Typical detail for skylight ROOF77.- Typical detail for end roof beam cantilever ROOF78.- Typical detail for sloped 2x2 above wood beam with brace ROOF79.- Typical detail for horizontal 2x2 above beam at corner of beam above beam ROOF80.- Typical detail between ceiling and rafter beam, using steel connector ROOF81.- Typical detail for ceiling beam nailed against roof rafters ROOF82.- II. Floor.- Walls and Floor.- Balloon framing, interior shear wall, joists perpendicular to shear wall, shear transfer detail between floors FLOOR1.- Balloon framing, joists perpendicular to shear wall FLOOR2.- Platform framing, joists perpendicular to shear wall, interior shear wall transfer detail between two stories FLOOR3.- Typical detail for floor joists or roof rafters above shear wall, perpendicular to shear wall FLOOR4.- Typical detail for floor joists, one side parallel to shear wall and another side perpendicular to shear wall FLOOR5.- Typical detail for floor joists parallel to shear wall FLOOR6.- Balloon framing, one side floor joists, floor joists above ledger FLOOR7.- Platform framing, floor joists parallel to shear wall, interior wall, shear transfer detail between two stories FLOOR8.- Platform framing, floor joists parallel to shear wall, floor joists one side only FLOOR9.- Balloon framing, interior shear wall, joists parallel to shear wall, between two stories FLOOR10.- Balloon framing, joists parallel to shear wall FLOOR11.- Typical detail for shear wall above steel beam, steel beam welded to steel beam FLOOR12.- Typical detail for TJI floor joists perpendicular to steel beam, steel beam inside floor with shear wall FLOOR13.- Typical detail for shear wall above wood beam and floor joists nailed to wood beam FLOOR14.- Typical detail for shear wall above wood beam and TJI parallel to wood beam FLOOR15.- Typical detail for shear wall above wood beam with two-sided floor joists against wood beam FLOOR16.- Typical detail for shear wall above floor joists, floor joists above floor beam, and roof rafters supported by hanger against floor beam FLOOR17.- Typical detail for TJI perpendicular to shear wall FLOOR18.- Typical detail for continuous tapered floor joists above shear wall FLOOR19.- Joists and Beams.- Typical detail for continuous T&G above beam FLOOR20.- Typical detail for drag strap connection, with beam perpendicular to beam and floor joists parallel to beam FLOOR21.- Typical detail for TJI cantilevered above GLB FLOOR22.- Typical detail for recessed floor FLOOR23.- Typical detail for steel beam against steel, and wood beam against steel beam with horizontal drag strap FLOOR24.- Typical detail for TJI floor joists parallel to steel beam FLOOR25.- Typical detail for TJI floor joists perpendicular to steel beam FLOOR26.- Typical detail for continuous floor joists above concrete beam FLOOR27.- Typical detail for flush framing joists to wood beam FLOOR28.- Typical detail for two-sided unegual-height floor joists parallel to shear wall FLOOR29.- Typical detail for blocking and strapping FLOOR30.- Typical detail for two-sided unequal-height floor joists perpendicular to shear wall FLOOR31.- Typical detail for unequal-height floor joists with unequal spacing, perpendicular to shear wall FLOOR32.- Typical detail for TJI with stepped diaphragm and parallel floor joists FLOOR33.- Typical detail for TJI with stepped diaphragm and parallel floor joists FLOOR34.- Beams and Posts, Wood/Wood.- Typical detail for continuous beam above post and beam perpendicular to continuous beam FLOOR35.- Typical detail for post above beam FLOOR36.- Typical detail for beam end above post FLOOR37.- Typical detail for post above beam and under beam FLOOR38.- Typical detail for continuous beam above post FLOOR39.- Typical detail for continuous beam above post and under post FLOOR40.- Typical detail for beam above beam above post FLOOR41.- Typical detail for connection between beam and post, connection resisting moment and shear FLOOR42.- Typical detail for continuous beam above post and two beams perpendicular to beam FLOOR43.- Typical detail for two beam ends above post with horizontal strap on the top FLOOR44.- Steel Beams and Steel Columns.- Typical detail for continuous steel beam above steel column FLOOR45.- Typical detail for steel beam end welded to steel column FLOOR46.- Typical detail for steel beam bolted to steel column, pinned connection FLOOR47.- Beams and Posts, Wood/Steel.- Typical detail for two ends of GLB above steel column with horizontal strap FLOOR48.- Typical detail for TJI perpendicular to ledger bolted to steel column FLOOR49.- Typical detail for end of GLB above steel column FLOOR50.- Typical detail for continuous steel beam above post and under wood post FLOOR51.- Typical detail for end of steel beam above post, steel beam bolted to steel beam FLOOR52.- Typical detail for wood beam against steel column using hanger FLOOR53.- Typical detail between two wood members using steel plate connector FLOOR54.- Beams With Beams.- Typical detail for two beams perpendicular to GLB FLOOR55.- Typical detail for two beams perpendicular to beam with stepped diaphragm FLOOR56.- Typical detail for beam perpendicular to beam FLOOR57.- Typical detail for GLB continuous above wood beam with wood stiffener FLOOR58.- Typical detail for holdown between two stories, floor joists perpendicular to shear wall FLOOR59.- Vertical Straps and Holdowns.- Typical detail for holdown above beam and floor joists parallel to beam FLOOR60.- Typical detail for floor joists between two stories, floor joists perpendicular to shear wall FLOOR61.- Typical detail for floor joists between two stories, floor joists parallel to shear wall FLOOR62.- Typical detail for shear wall above open web truss with vertical strap, floor joists perpendicular to truss FLOOR63.- Typical detail for shear wall above beam with vertical strap and floor joists parallel to shear wal FLOOR64 l.- Horizontal Straps.- Typical detail for horizontal strap between header beam and shear wall, strap under header beam FLOOR65.- Typical detail for horizontal strap between header beam and shear wall, strap above header beam FLOOR66.- Typical detail for horizontal strap welded to steel column, floor joists perpendicular to shear wall FLOOR67.- Typical detail for horizontal strap against header beam FLOOR68.- Typical splice double top plate connection FLOOR69.- Typical detail for horizontal strap between two shifted shear walls FLOOR70.- Typical detail for horizontal strap nailed against top plates welded to steel column FLOOR71.- Moment Frame.- Typical detail for connection between steel column and beam upper corner FLOOR72.- Typical detail for connection between steel column and beam at mid-height of column FLOOR73.- Miscellaneous.- Typical detail for cantilever nailed against floor joist FLOOR74.- Typical detail for cantilever nailed against floor joist, unequal spacing FLOOR75.- Typical detail for handrail nailed to cantilever floor joists FLOOR76.- Typical detail for handrail parallel to floor joists FLOOR77.- Typical detail for box beam FLOOR78.- Typical detail for stair joist above floor joists FLOOR79.- Typical detail for upper stair joists against floor beam FLOOR80.- III. Foundations.- Typical detail for steel column against CMU or concrete wall FND1.- Floor Joists Against Wall.- Typical detail for floor joists parallel to CMU or concrete wall using ledger FND2.- Typical detail for floor joists perpendicular to CMU or concrete wall FND3.- Concrete Slab Then Wall Above Wall.- Typical detail for shear wall above retaining wall FND4.- Typical detail for concrete slab above CMU wall and shear wall above concrete slab FND5.- Typical detail for concrete slab on the top of CMU and concrete slab above CMU restrained retaining wall FND6.- Typical detail for shear wall above retaining wall and concrete slab against retaining wall FND7.- Typical detail for upper connection of restrained retaining wall and floor joists against concrete slab FND8.- Shoring.- Typical detail for steel pile shoring FND9.- Sections Through Flooring.- Typical detail for floor joists above stem wall and concrete slab against stem wall FND10.- Typical detail for continuous footing under shear wall with concrete slab FND11.- Typical detail for steel column above footing with concrete slab FND12.- Typical detail for floor joists above stem wall and concrete stair again stem wall FND13.- Typical detail for post with holdown at edge of exterior footing FND14.- Typical detail for post or double studs with PA at the edge of exterior footing FND15.- Typical detail for post above footing with concrete slab FND16.- Typical detail for elevated post base above footing with concrete slab FND17.- Typical detail for chimney above footing with concrete slab FND18.- Typical detail for steel column above deep footing FND19.- Typical detail for steel column above footing with grade beam FND20.- Typical detail for steel column embedded into concrete footing FND21.- Typical detail for deep footing with concrete slab and shear wall FND22.- Typical detail for deep footing with CMU wall and slab and shear wall FND23.- Typical detail for box column above footing FND24.- Typical detail for structural concrete slab above concrete stem wall with expansion joint FND25.- Typical footing for shear wall footing at garage FND26.- Typical detail for continuous footing under shear wall with concrete slab, exterior shear wall FND27.- Typical detail for stepped interior footing under shear wall FND28.- Typical detail for shear wall and floor joists above CMU stem wall FND29.- Typical detail for concrete slab above concrete footing and CMU above footing FND30.- Typical detail for shear wall above concrete stem wall with footing FND31.- Section Through Concrete Slab.- Typical detail for stepped concrete slab on grade/Typical detail for the end of the concrete slab on grade FND32.- Horizontal Section Through Wall.- Typical detail for intersection and corner between two CMU or concrete walls FND33.- Vertical Section Through Footing or Pilaster.- Typical detail for pilaster FND34.- Typical detail for post above concrete stem wall and floor joists above stem wall FND35.- Typical detail for GLB above pilaster CMU wall FND36.- Typical detail for connection between existing footing and new CMU wall FND37.- Typical detail for steel beam against pilaster CMU wall using bolts FND38.- Typical detail for steel column above pilaster CMU wall FND39.- Typical detail for steel beam above pilaster FND40.- Floor Joists and Shear Wall Above Wall.- Typical detail for floor joists against top edge of CMU wall FND41.- Typical detail for TJI parallel to concrete or CMU wall with shear wall FND42.- Typical detail for TJI perpendicular to concrete or CMU wall with shear wall FND43.- Flagpole.- Typical detail for flag pole embedded into concrete FND44.- Stepped Shear Wall.- Typical detail for shear wall above stepped footing FND45.- Remodeling.- Typical detail for new holdown above existing footing FND46.- Typical detail between existing and new slab FND47.- Typical detail for new concrete slab against existing concrete or CMU wall FND48.- Piers, Grade Beams, and Pools.- Typical detail for restrained CMU wall for swimming pool FND49.- Typical detail for grade beam above pier, concrete slab and CMU wall above grade beam FND50.- Typical detail for intersection between two grade beams and pier FND51.- Typical detail for grade beam above pier FND52.- Typical detail for intersection between two grade beams and pier at corner FND53.- Typical detail for intersection between two grade beams with pier, plan view FND54.- Typical detail for end pier FND55.- Typical detail for continuous grade beam above piers showing the splice for longitudinal reinforcement FND56.- Typical detail for post above concrete stem wall and floor joists above stem wall, vertical strap bolted to stem wall FND57.- Miscellaneous.- Typical detail for concrete column above footing with concrete slab FND58.- Products from CASA Utility.