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The ontology would need an edge beam component class.
How the sheets named it
Every dimension read for it34
- 1'-0"edgebeam widthp4 · p04_r01 deck plan
- 1'-0"edgebeam widthp4 · p04_r01 deck plan
- 1'-0"edgebeam widthp4 · p04_r01
- 1'-0"edge beam widthp5 · p05_r01 deck plan
- 1'-0"Edgebeam widthp5 · p05_r01
- 2'-0"Minimum lapnot attributedp5 · p05_r01
- 1'-0"edgebeamp6 · p06_r01 deck plan
- 5'-0"dimension at circled symbolsnot attributedp6 · p06_r01 deck plan
- 72 HOURSTime after deck pour before edge beam forms may be removedp7 · p07_r08 notes
- 8" "horizontal dimensionnot attributedp9 · p09_r03 section thru edge beam
- 1'-0½" "horizontal dimensionnot attributedp9 · p09_r03 section thru edge beam
- 1'-0½" "horizontal dimensionnot attributedp9 · p09_r03 section thru edge beam
- 8" "horizontal dimensionnot attributedp9 · p09_r03 section thru edge beam
- 4" "clearancenot attributedp9 · p09_r03 section thru edge beam
- 8" "vertical dimensionnot attributedp9 · p09_r03 section thru edge beam
- 1½" "clearance, 3 sidesnot attributedp9 · p09_r03 section thru edge beam
- 1'-0" "horizontal dimensionnot attributedp9 · p09_r03 section thru edge beam
- 1'-0" "horizontal dimensionnot attributedp9 · p09_r03 section thru edge beam
- 1" "preformed joint filler thicknessnot attributedp9 · p09_r03 section thru edge beam
- 2" "partial horizontal dimensionnot attributedp9 · p09_r03 section thru edge beam
- 3'-0" "partial vertical dimensionnot attributedp9 · p09_r03 section thru edge beam
- ¾" = 1'-0"scalenot attributedp9 · p09_r03 section thru edge beam
- 8”horizontal dimensionnot attributedp9 · p09_r03
- 1’-0½”horizontal dimensionnot attributedp9 · p09_r03
- 1’-0½”horizontal dimensionnot attributedp9 · p09_r03
- 8”horizontal dimensionnot attributedp9 · p09_r03
- 8”vertical dimensionnot attributedp9 · p09_r03
- 1½”clear dimension, 3 sidesnot attributedp9 · p09_r03
- 1’-0”horizontal dimensionnot attributedp9 · p09_r03
- 1’-0”horizontal dimensionnot attributedp9 · p09_r03
- 1”preformed joint filler thicknessnot attributedp9 · p09_r03
- 3’-0”vertical dimensionnot attributedp9 · p09_r03
- 2”vertical dimensionnot attributedp9 · p09_r03
- 72 HOURStime after deck pourp9 · p09_r08
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
- p4CONSTRUCTION ℄ SR 21
- p52'-0" MIN. LAP **
- 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.
- p9SEE DETAIL “A”
- p9℄ REQ’D. CONST. JOINT
- p9* 1” PREFORMED JOINT FILLER
- p9BEARING PADS NOT SHOWN
- p9SLAB REINFORCEMENT NOT SHOWN
- p9BENT 2 SHOWN
- p9BENT 3 SIMILAR
- p9DO NOT REMOVE EDGE BEAM FORMS (partial)
- p9DO NOT REMOVE EDGE BEAM FORMS
Every crop it was read in — the drawing beside what the model took off it
Page 4
p04_r01 deck planPlan
- Edgebeams×4longitudinal straightShown along the outside deck edges; callout states 1'-0" EDGEBEAM, TYP.
55'-0" overall deck width18'-4" deck width division18'-4" deck width division18'-4" deck width division1'-0" offset9'-6" fence post spacing9'-6" fence post spacing9'-6" fence post spacing+64 more
p04_r01Plan
- edgebeam×2Called out as 1'-0" EDGEBEAM, TYP.
55'-0" overall deck width, upper deck18'-4" deck-width division, upper deck18'-4" deck-width division, upper deck18'-4" deck-width division, upper deck1'-0" upper deck edge offset9'-6" upper fence-post spacing9'-6" upper fence-post spacing9'-6" upper fence-post spacing+61 more
Page 5
p05_r01 deck planPlan
- edge beam×4longitudinal edge memberCalled out as 1'-0" EDGEBEAM, TYP. at the outside beam lines.
82'-0" overall deck width16'-4½" deck-width segment16'-6" deck-width end segment9'-6" fence post spacing9'-10½" fence post spacing3'-0" end fence-post offset2'-0" end fence-post offset1'-0" edge beam width+11 more
p05_r01Plan
- Edgebeam×4longitudinal edge memberCalled out as 1'-0" EDGEBEAM, TYP.
82'-0" Overall deck width16'-4½" Deck width segment16'-6" Deck width end segment9'-6" Fence post spacing9'-10½" Fence post spacing3'-0" End offset2'-0" End offset1'-0" Edgebeam width+10 more
Page 6
p06_r01 deck planPlan
- edge beam×2linearCalled out as 1'-0" EDGEBEAM, TYP. at the left outside beam line of each portion.
55'-0" overall deck width18'-4" deck width segment6'-6" fence post spacing9'-6" fence post spacing1'-0" end spacing3'-0" endwall outside exterior beam1'-6" endwall12" paving rest+23 more
Page 7
p07_r06 8 typCross Section
- edge beam×2rectangularAt both outside edges of deck.
8” deck thickness, typical2” end spacing8-404 equal spacing dimension2” end spacing2% deck cross slope
p07_r08 notesSection
- edge beamReferenced by the section title and form-removal note.
- edge beam formsReferenced in note.
72 HOURS Time after deck pour before edge beam forms may be removed28 DAY Concrete strength age
p07_r06Cross Section
- edge beam×2rectangular longitudinal edge beamOutside edge beam callout is shown at the right side; typical.
8" deck/edge thickness8'-4" spacing2" offset2" offset2% slope
Page 9
p09_r03 section thru edge beamSection
- edge beam / concrete member portions×2stepped rectangular sectionTwo portions are shown separated by the required construction joint.
8" " horizontal dimension1'-0½" " horizontal dimension1'-0½" " horizontal dimension8" " horizontal dimension18" " reinforcement spacing4" " clearance8" " vertical dimension1½" " clearance, 3 sides+6 more
p09_r06 face of beam typCross Section
- edge beam×2I-girderExterior beams at each side; note directs edge beam pour flush with outside face of beam.
2" end distance8-404 reinforcement callout at equal spaces2" end distance2% deck cross slope
p09_r08 face of beCross Section
- edge beam formsrectangularForm outline is shown below the deck at the right side of the crop.
p09_r03Section
- edge beam×1stepped rectangularShown in section.
18” bar spacing8” horizontal dimension1’-0½” horizontal dimension1’-0½” horizontal dimension8” horizontal dimension4” clear cover8” vertical dimension1½” clear dimension, 3 sides+6 more
p09_r06Cross Section
- edge beam×2tapered/rectangular upstandconcreteShown at both outside edges; callout directs edge beam placement flush with outside face of beam.
2" end spacing8-404 reinforcement quantity and mark2" end spacing2% deck slope2-800 reinforcement quantity and mark
p09_r08Detail
- edge beam formsrectangularReferenced in the note; form outline is shown at deck edge.
72 HOURS time after deck pour28 DAY concrete strength age