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The ontology would need a generic reinforced-concrete member class.
How the sheets named it
Every dimension read for it69
- 1'-4"overall top widthp11 · p11_r06 cross section of beam at midpoint showing strand pattern
- 550dimensionnot attributedp11 · p11_r06 cross section of beam at midpoint showing strand pattern
- 4 1/2"horizontal dimensionp11 · p11_r06 cross section of beam at midpoint showing strand pattern
- 3'-9"overall vertical dimensionp11 · p11_r06 cross section of beam at midpoint showing strand pattern
- 1'-10"overall base widthp11 · p11_r06 cross section of beam at midpoint showing strand pattern
- 1"minimum clearancenot attributedp11 · p11_r06 cross section of beam at midpoint showing strand pattern
- 2"partial dimensionnot attributedp11 · p11_r06 cross section of beam at midpoint showing strand pattern
- 1 1/2"partial dimensionnot attributedp11 · p11_r06 cross section of beam at midpoint showing strand pattern
- 350partial dimensionnot attributedp11 · p11_r06 cross section of beam at midpoint showing strand pattern
- 3’-0”overall widthp13 · p13_r08
- 2” MIN. Cminimum cover/callout, partialp13 · p13_r08
- 2’-0” MIN.overall minimum depthp13 · p13_r08
- 1’-0” TYP.typical vertical dimensionp13 · p13_r08
- 2” CL. 3 SIDESclear cover, three sidesp13 · p13_r08
- 1’-6”horizontal dimension, left of centerlinep13 · p13_r08
- 1’-6”horizontal dimension, right of centerlinep13 · p13_r08
- 3'-0"overall widthp13 · p13_r07 section a a
- 1'-6"half widthp13 · p13_r07 section a a
- 1'-6"half widthp13 · p13_r07 section a a
- 2"minimum clear coverp13 · p13_r07 section a a
- 2'-0"minimum overall heightp13 · p13_r07 section a a
- 2"clear cover, 3 sidesp13 · p13_r07 section a a
- 1'-6"half widthp13 · p13_r07 section a a
- 1'-6"half widthp13 · p13_r07 section a a
- 3'-0"overall widthp13 · p13_r08 cross section of end bent cap showing rebar layout
- 2" MIN.minimum top coverp13 · p13_r08 cross section of end bent cap showing rebar layout
- 2'-0" MIN.minimum overall depthp13 · p13_r08 cross section of end bent cap showing rebar layout
- 1'-0" TYP.typical vertical dimensionp13 · p13_r08 cross section of end bent cap showing rebar layout
- 2" CL.clear coverp13 · p13_r08 cross section of end bent cap showing rebar layout
- 1'-6"left half widthp13 · p13_r08 cross section of end bent cap showing rebar layout
- 1'-6"right half widthp13 · p13_r08 cross section of end bent cap showing rebar layout
- 4'-3"overall widthp16 · p16_r01 section a a
- 2'-1½"half width, leftp16 · p16_r01 section a a
- 2'-1½"half width, rightp16 · p16_r01 section a a
- 11½"left edge to bearing referencep16 · p16_r01 section a a
- 1'-2"bearing reference to bent centerline, leftp16 · p16_r01 section a a
- 1'-2"bent centerline to bearing reference, rightp16 · p16_r01 section a a
- 11½"bearing reference to right edgep16 · p16_r01 section a a
- 4'-0" MIN.minimum overall heightp16 · p16_r01 section a a
- 9"bottom dimensionp16 · p16_r01 section a a
- 2"minimum clear cover, typicalp16 · p16_r01 section a a
- 2"clear cover, 3 sidesp16 · p16_r01 section a a
- 2"partial dimension at right edgep16 · p16_r01 section a a
- 5'-4¾"overall widthp16 · p16_r05 detail of bent cap rebar bar details bent 1
- 3'-6"section widthp16 · p16_r14 section c c
- 3'-6"section depthp16 · p16_r14 section c c
- 5'-4¾"overall widthp16 · p16_r05
- 3'-0"overall horizontal widthp17 · p17_r12
- 2"minimum top coverp17 · p17_r12
- 2'-0"minimum vertical depthp17 · p17_r12
- 1'-0"typical vertical dimensionp17 · p17_r12
- 2"clear cover, 3 sidesp17 · p17_r12
- 3'-0"overall widthp17 · p17_r11 section a a
- 1'-6"half widthp17 · p17_r11 section a a
- 1'-6"half widthp17 · p17_r11 section a a
- 2"minimum clear coverp17 · p17_r11 section a a
- 2'-0"minimum vertical dimensionp17 · p17_r11 section a a
- 1'-0"typical vertical dimensionp17 · p17_r11 section a a
- 2"clear cover, 3 sidesp17 · p17_r11 section a a
- 1'-6"half widthp17 · p17_r11 section a a
- 1'-6"half widthp17 · p17_r11 section a a
- 3'-0"overall widthp17 · p17_r12 cross section of cap showing rebar cage
- 2" MIN.minimum clear coverp17 · p17_r12 cross section of cap showing rebar cage
- 1'-0"typical vertical dimensionp17 · p17_r12 cross section of cap showing rebar cage
- 2'-0" MIN.minimum vertical dimensionp17 · p17_r12 cross section of cap showing rebar cage
- 2'-0" MIN.minimum vertical dimensionnot attributedp17 · p17_r12 cross section of cap showing rebar cage
- 2" CL. 3 SIDESclear cover, 3 sidesp17 · p17_r12 cross section of cap showing rebar cage
- 1'-6"half-width dimensionp17 · p17_r12 cross section of cap showing rebar cage
- 1'-6"half-width dimensionp17 · p17_r12 cross section of cap showing rebar cage
Notes on the sheets that carry it
- p11MAINTAIN 1” MINIMUM CLEARANCE U...
- p11• INDICATES 1/2” DIAMETER PRESTRES...
- p132” MIN. C (partial; text is cropped).
- p132” CL. 3 SIDES.
- p132” MIN. CL.
- p131'-0” TYP.
- p133 SIDES
- p165-444 EA. FACE AT EQ. SPS.
- p165-443A EA. FACE AT EQ. SPS.
- p163-443B EA. FACE AT EQ. SPS.
- p162" MIN. CL., TYP.
- p165-422 OR 5-432 EACH FACE
- p162" CL. ALL SIDES
Every crop it was read in — the drawing beside what the model took off it
Page 11
p11_r06 cross section of beam at midpoint showing strand patternSection
- Shaped structural member×1symmetrical tapered/flared section with rectangular top and baseOnly the cross-sectional/profile outline is shown; material is not stated in the visible crop.
1'-4" overall top width550 dimension7" horizontal dimension7" horizontal dimension1 5/8" CL. horizontal dimension to centerline7 1/2" horizontal dimension4 1/2" horizontal dimension7" vertical dimension+13 more
Page 13
p13_r08Cross Section
- reinforced concrete member×1rectangularreinforced concreteRectangular reinforced-concrete section with rounded/chamfered outside corners as drawn.
3’-0” overall width2” MIN. C minimum cover/callout, partial2’-0” MIN. overall minimum depth1’-0” TYP. typical vertical dimension2” CL. 3 SIDES clear cover, three sides1’-6” horizontal dimension, left of centerline1’-6” horizontal dimension, right of centerline3/4” = 1’-0” scale
p13_r07 section a aSection
- concrete encasement/block×1rectangular with chamfered cornersreinforced concreteShown enclosing a central H-section member.
3'-0" overall width1'-6" half width1'-6" half width2" minimum clear cover2'-0" minimum overall height1'-0" typical spacing2" clear cover, 3 sides1'-6" half width+2 more
p13_r08 cross section of end bent cap showing rebar layoutSection
- rectangular reinforced concrete member×1rectangularreinforced concreteMember is shown in cross section with reinforcing steel.
3'-0" overall width2" MIN. minimum top cover2'-0" MIN. minimum overall depth1'-0" TYP. typical vertical dimension2" CL. clear cover1'-6" left half width1'-6" right half width3/4" = 1'-0" scale
Page 16
bent_4Detail
- Rectangular reinforced-member outline×2rectangularTwo separate rectangular reinforcement layouts are shown as Detail 3 and Detail 4; member type is not identified in this crop.
3'-0 7/16" ft-in Detail 3 overall width1'-0" ft-in Section D-D width5'-4 3/4" ft-in Detail 4 overall width1'-0" ft-in Section E-E width1'-0" ft-in Section F-F width
p16_r01 section a aSection
- reinforced concrete member×1stepped rectangular sectionreinforced concreteSection contains a raised rectangular portion above the main rectangular body.
4'-3" overall width2'-1½" half width, left2'-1½" half width, right11½" left edge to bearing reference1'-2" bearing reference to bent centerline, left1'-2" bent centerline to bearing reference, right11½" bearing reference to right edge4'-0" MIN. minimum overall height+10 more
p16_r05 detail of bent cap rebar bar details bent 1Detail
- concrete member outline×1rectangularOutlined rectangular element with a stepped/interrupted internal line at the lower left.
5'-4¾" overall width
p16_r07 section b b section c cSection
- concrete member outline×2rectangularOne rectangular outlined member is shown in each section.
1'-0" member width1'-0" member width5-13A reinforcement quantity and designation3-13B reinforcement quantity and designation
p16_r14 section c cCross Section
- concrete section×1squareSection is shown 3'-6" by 3'-6".
3'-6" section width3'-6" section depth2" clear cover12 longitudinal bar quantity
p16_r05Detail
- rectangular concrete member outline×1rectangular with internal L-shaped outlineMember is shown as an outlined plan/detail; material is not stated in this crop.
5'-4¾" overall width5-#10A reinforcement quantity and bar designation4-#10B reinforcement quantity and bar designation5-#13A reinforcement quantity and bar designation3-#13B reinforcement quantity and bar designation
Page 17
p17_r12Section
- rectangular reinforced concrete member×1rectangularreinforced concreteSectioned member containing shown reinforcing bars.
3'-0" overall horizontal width2" minimum top cover2'-0" minimum vertical depth1'-0" typical vertical dimension2" clear cover, 3 sides2'-0" minimum vertical dimension at right1'-6" left horizontal dimension from centerline1'-6" right horizontal dimension from centerline+1 more
p17_r11 section a aSection
- reinforced concrete member×1rectangular with chamfered cornersreinforced concreteSectioned member shown with reinforcement and a central vertical rectangular element extending below the section.
3'-0" overall width1'-6" half width1'-6" half width2" minimum clear cover2'-0" minimum vertical dimension1'-0" typical vertical dimension2" clear cover, 3 sides1'-6" half width+2 more
p17_r12 cross section of cap showing rebar cageSection
- rectangular structural member×1rectangularHeavy outline; only the sectioned portion is shown.
3'-0" overall width2" MIN. minimum clear cover1'-0" typical vertical dimension2'-0" MIN. minimum vertical dimension2'-0" MIN. minimum vertical dimension2" CL. 3 SIDES clear cover, 3 sides1'-6" half-width dimension1'-6" half-width dimension+1 more