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The ontology would need an edge beam component class.
How the sheets named it
Every dimension read for it18
- 1'-0"edgebeamp4 · p04_r02 deck plan of span 1 with beams and dimensions
- 1'-0"offsetnot attributedp4 · span_1
- 8"filletnot attributedp4 · span_1
- 81°-20'-05.0"bearing anglenot attributedp4 · span_1
- 1'-0"edgebeamp4 · span_1
- 5'-0"dimension at marked locationsnot attributedp4 · span_1
- 1'-0"edgebeam widthp5 · p05_r01 deck plan
- 1'-0”Edgebeam widthp5 · span_2
- 1'-0"edgebeam widthp6 · p06_r01
- 1'-0"edgebeam widthp6 · p06_r01 deck plan span 3
- 72 HOURSform removal timep7 · p07_r12
- 72 HOURSForm removal timep7 · p07_r13
- 72 HOURSForm removal durationp7 · p07_r12 section thru edge beam
- 72 HOURSminimum time after deck pour before edge beam form removalp7 · p07_r17 construction notes for edge beam forms and section orientation
- 8”horizontal dimensionp9 · p09_r03
- 8”horizontal dimensionp9 · p09_r03
- 8”vertical dimensionp9 · p09_r03
- 72 HOURSedge beam form removal timep9 · p09_r05
Notes on the sheets that carry it
- p43'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
- p48" FILLET, TYP.
- p481°-20'-05.0", TYP.
- p410" CONCRETE DIAPHRAGM, TYP.
- p41'-0" EDGEBEAM, TYP.
- p412" PAVING REST
- p41'-6" ENDWALL
- p4FENCE POST SPACING
- p4GUTTER TO GUTTER
- p4OUT TO OUT
- p5BARS ARE DETAILED IN BAR DETAILS AS EQUIV. FULL LENGTH BARS.
- p5* SEE SUBSECTION 511.3.05.G.5 OF THE GEORGIA SPECIFICATION FOR PLACEMENT OF 500B BAR.
- p52'-0” MIN. LAP
- p5AT B.F.P.R. OR CONST. JOINT
- p7FENCE NOT SHOWN, TYP.
- p7POUR EDGE BEAM FLUSH WITH OUTSIDE FACE OF BEAM, TYP.
- p7NOTE: BEARING PADS NOT SHOWN
- p7DO NOT REMOVE EDGE BEAM FORMS UNTIL 72 HOURS AFTER THE DECK POUR IS COMPLETED OR DECK REACHES 28 DAY CONCRETE STRENGTH.
- p7NOTE:
- p7SECTIONS SHOWN ARE FOR LEFT BRIDGE LOOKING AHEAD, RIGHT BRIDGE LOOKING BACK.
- p9SEE DETAIL “A”
- p9REQ'D. CONST. JOINT
- p9* 1” PREFORMED JOINT FILLER
- p9BEARING PADS NOT SHOWN
- p9SLAB REINFORCEMENT NOT SHOWN
- p9TOP OF BEAM
- p9SILICONE SEALANT TYPE JOINT SEALER (TYPE B, C OR D)
- p9ROUND TO 1/4” R
- p9REQUIRED CONST. JOINT., TYP.
- p9SECTIONS SHOWN ARE FOR LEFT BRID... (partial)
- p9BENT 2 SHOWN
- p9BENT 3 SIMILAR
Every crop it was read in — the drawing beside what the model took off it
Page 4
p04_r01 deck planPlan
- edge beam×4linearCalled out as 1'-0" EDGEBEAM, TYP. at the exterior edges.
55'-0" overall deck width18'-4" deck-width divisions9'-6" fence post spacing6'-6" fence post spacing1'-0" edge offset5'-0" fence-post end spacing3'-0" endwall outside exterior beam8" fillet+22 more
p04_r02 deck plan of span 1 with beams and dimensionsPlan
- edgebeam×4linearCalled out as 1'-0" EDGEBEAM, TYP.
55'-0" overall deck width18'-4" deck width divisions9'-6" fence post spacing6'-6" fence post spacing1'-0" offset3'-0" endwall outside exterior beam8" fillet1'-0" edgebeam+22 more
span_1Plan
- edgebeam×4tapered in planCalled out as 1'-0" EDGEBEAM, TYP.
55'-0" overall deck width18'-4" deck width division9'-6" fence post spacing6'-6" fence post spacing1'-0" offset1'-9½" deck edge dimension3'-0" endwall outside exterior beam8" fillet+22 more
Page 5
p05_r01 deck planPlan
- edge beam×4longitudinal edge beamCalled out as 1'-0" EDGEBEAM, TYP. at the outside edges.
82'-0" overall deck length16'-4½" deck longitudinal segment length16'-6" deck end segment length9'-6" fence post spacing9'-10½" fence post spacing3'-0" end offset2'-0" end offset1'-0" edgebeam width+10 more
span_2Plan
- Edgebeam×4linearCalled out as 1'-0” EDGEBEAM, TYP. along the outside deck edges.
82'-0” Overall deck width16'-4½” Deck-width segment16'-6” Deck-width segment3'-0” Fence-post end offset9'-6” Fence post spacing9'-10½” Fence post spacing2'-0” End offset1'-0” Edgebeam width+11 more
Page 6
p06_r01Plan
- EdgebeamlinearCalled out as 1'-0" EDGEBEAM, TYP.
55'-0" overall deck width, upper deck18'-4" deck-width bay, upper deck18'-4" deck-width bay, upper deck18'-4" deck-width bay, upper deck6'-6" fence post spacing, upper deck9'-6" fence post spacing, upper deck9'-6" fence post spacing, upper deck9'-6" fence post spacing, upper deck+54 more
p06_r01 deck plan span 3Plan
- edgebeam×2linearCalled out as typical 1'-0" edgebeam.
55'-0" overall deck width18'-4" deck width division6'-6" fence post spacing6'-2 3/8" fence post spacing6'-8 3/16" fence post spacing9'-6" fence post spacing8'-0" fence post spacing8'-9" fence post spacing+22 more
Page 7
p07_r12Section
- edge beam×2rectangular thickened slab edgeconcreteTypical callout directs edge beam to be poured flush with outside face of beam.
8” slab/overhang thickness2” dimension at left end of 404 bar group8-404 reinforcement quantity and mark2” dimension at right end of 404 bar group2% cross slope1-509 reinforcement quantity and mark1-508 reinforcement quantity and mark1-802 reinforcement quantity and mark+4 more
p07_r13Cross Section
- edge beam×2rectangular thickened slab edgeconcreteShown at both outside deck edges; pour flush with outside face of beam.
8” Typical slab/overhang thickness2” End distance8-404 Reinforcement quantity and mark2% Cross slope2” End distance2-800 Reinforcement quantity and mark72 HOURS Form removal time28 DAY Concrete strength age
p07_r12 section thru edge beamCross Section
- edge beam×2continuous beam at deck edgeconcreteCalled out to be poured flush with the outside face of beam.
8 " Typical deck thickness2 " Bar offset2 " Bar offset2 % Deck slope72 HOURS Form removal duration28 DAY Concrete strength age
p07_r13 longitudinal section through edge beam and rebarCross Section
- edge beam×2rectangularconcreteCalled out to be poured flush with the outside face of beam, typical.
8" typical deck-edge thickness2" end cover/offset8-404 reinforcement quantity and mark at equal spaces2% deck cross slope2-800 reinforcement quantity and mark
p07_r17 construction notes for edge beam forms and section orientationNotes
- edge beam formsReferenced in removal instruction; no form geometry is shown.
72 HOURS minimum time after deck pour before edge beam form removal28 DAY concrete strength age
Page 9
p09_r03Section
- edge beam×1stepped rectangular sectionShown in SECTION THRU EDGE BEAM.
18” reinforcement spacing8” horizontal dimension1'-0 1/2” horizontal dimension1'-0 1/2” horizontal dimension8” horizontal dimension4” clear cover8” vertical dimension1 1/2” clear cover+14 more
p09_r05Section
- edge beam×2thickened slab edgeShown at both outside girder lines; callout directs edge beam pour flush with outside face of beam.
2″ edge distanceAT EQUAL SPACES spacing2″ edge distance2% deck slope72 HOURS edge beam form removal time28 DAY concrete strength reference age
p09_r03 detail aSection
- edge beam×1rectangularShown in section at left.
18" reinforcement spacing8" horizontal dimension1'-0½" horizontal dimension1'-0½" horizontal dimension8" horizontal dimension4" clear cover8" vertical dimension1½" clear cover, 3 sides+14 more
p09_r05 section thru edge beamCross Section
- edge beam×2rectangular longitudinal beamconcreteExterior edge beams are visible at both sides of the deck.
8-404 reinforcement callout at equal spaces2" end dimension, left2" end dimension, right2% deck cross slope