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The ontology would need a chain-link fence class.
How the sheets named it
Every dimension read for it12
- 82'-0"overall deck widthnot attributedp3 · p03_r01 deck plan
- 16'-4½"deck-width segmentnot attributedp3 · p03_r01 deck plan
- 16'-6"deck-width end segmentnot attributedp3 · p03_r01 deck plan
- 9'-6"fence post spacingp3 · p03_r01 deck plan
- 9'-10½"fence post spacingp3 · p03_r01 deck plan
- 3'-0"end offsetp3 · p03_r01 deck plan
- 2'-0"end offsetp3 · p03_r01 deck plan
- 5'-0"dimension at marked symbolsnot attributedp3 · p03_r01 deck plan
- 1'-9½"deck edge dimensionnot attributedp3 · p03_r01 deck plan
- 40'-0"gutter to gutternot attributedp3 · p03_r01 deck plan
- 43'-7"out to outnot attributedp3 · p03_r01 deck plan
- 81°-20'-05.0"typical anglenot attributedp3 · p03_r01 deck plan
Notes on the sheets that carry it
- p1POINT OF MIN. VERT. CLEARANCE
- p1FUTURE POINT OF MIN. VERT. CLEARANCE
- p1TEMPORARY SHORING AS NECESSARY, TYP.
- p1TO BE REMOVED
- p1MIN. HORIZ. CL. CALCULATED TO FACE OF COLUMN
- p1CHAIN LINK WIRE FENCE, TYP.
- p1FRONT FACE OF WALL NO. 1
- p1FRONT FACE OF WALL NO. 2
- p1FUTURE GROUNDLINE
- p1APPROXIMATE EXISTING GROUNDLINE
- p38" FILLET, TYP.
- p31'-0" EDGEBEAM, TYP.
- p381°-20'-05.0", TYP.
- p310" CONCRETE DIAPHRAGM, TYP.
- p32'-0" MIN. LAP
- p3FENCE POST SPACING
- p5DIMENSION “D” IS MEASURED FROM TOP OF SLAB TO TOP OF BEAMS AT CENTERLINE BEARING. VARY “D” BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTION, AND VERTICAL CURVE.
- p5MAINTAIN A CONSTANT SLAB THICKNESS OF 7¾” BETWEEN BEAMS AND 8” IN THE OVERHANGS.
- p5“D” = 8¾” INTERIOR BEAMS
- p5“D” = 9⅝” EXTERIOR BEAMS
- p5FENCE NOT SHOWN, TYP.
- p530-400A SPACED AS SHOWN
- p5502 AT EVERY 500A, TYP.
- p5500A AT 6½”
- p550I UNDER EVERY 500A
- p56-400A AT EQ. SPS.
- p514-400A AT EQUAL SPACES, TYP.
- p5REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
- p5¾” TRIANGULAR DRIP BEAD FULL LENGTH OF BRIDGE, TYP.
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r01 planPlan
- chain link wire fencelinearOnly a partial fence callout and fragments are visible at the bottom of the crop.
12'-1" minimum dimension74'-7 15/16" dimensionN. 2'-23'-16'-7" area dimension75'-10 15/16" dimension1'-9 1/2" minimum vertical clearance40'-0" gutter to gutter43'-7" gutter to gutter6'-0" spacing+29 more
p01_r07 planElevation
- chain link wire fence×3fence panelschain link wireMarked typical.
192’-0” *** TOTAL LENGTH OF BRIDGE55’-0” *** span length82’-0” *** span length55’-0” *** span length151.00 elevation
p01_r01Plan
- Chain link wire fencefence linewireOnly a partial fence detail is visible at the bottom of the crop.
12'-1" MIN. Minimum dimension74'-7 15/16" DimensionN 2°-23'-16.7" E Bearing75'-10 15/16" Dimension1'-9 1/2" Dimension6'-0" Dimension6'-0" Dimension40'-0" Gutter to gutter width+27 more
p01_r07Elevation
- chain link wire fence×3rectangular fence panelswireCalled out as typical.
192'-0" *** TOTAL LENGTH OF BRIDGE55'-0" *** span length82'-0" *** span length55'-0" *** span length151.00 elevation
Page 3
p03_r01 deck planPlan
- fence12-502DlinearRepeated fence callout along deck edges; fence post spacing is dimensioned.
- fence end section12-502ElinearOccurs at the right-side end portions of the fence.
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+12 more
Page 5
p05_r01 section thru slabCross Section
- fenceCalled out as not shown, typical.
8¾” dimension D, interior beams9⅝” dimension D, exterior beams7¾” constant slab thickness between beams8” slab thickness in overhangs1/2” edge dimension1’-8” edge offset43’-7” out to out width40’-0” gutter to gutter width+14 more