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The ontology would need a preformed joint filler material class.
How the sheets named it
Every dimension read for it36
- 1/4″ Rradiusnot attributedp4 · p04_r03
- 1″PREFORMED JOINT FILLERp5 · p05_r02 details of 1 expansion joint in barrier
- 1"Preformed joint filler thicknessp5 · p05_r02
- 1/2"joint filler thicknessp8 · p08_r01 for further details see georgia dot spec
- 1"foam joint filler thicknessp8 · p08_r01 for further details see georgia dot spec
- 1/2″joint filler thicknessp8 · p08_r03 section at endwall
- 3/4″ = 1′-0″scalenot attributedp8 · p08_r03 section at endwall
- 1/2”joint filler thicknessp8 · p08_r01
- 1/2”joint filler thicknessp8 · p08_r01
- 1”foam joint filler thicknessp8 · p08_r01
- 1/2”joint filler thicknessp8 · p08_r01
- 1/2”joint filler thicknessp8 · p08_r03
- 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
Notes on the sheets that carry it
- p4* PREFORMED SILICONE JOINT SEAL AS PER SPECIAL PROVISION SECTION 449
- p4FILLER MATERIAL IN ACCORDANCE WITH SUB-SECTION 833.2.01 OF THE GEORGIA DOT SPECIFICATIONS, HOLD IN PLACE WITH 10d GALV. NAILS
- p53/4″ CHAMFER
- p5LOW MODULUS SILICONE SEALANT (TYPE A)
- p51″ PREFORMED JOINT FILLER
- p5HOLD IN PLACE WITH 10d GALV. NAILS.
- p8REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
- p8NOTE: BARS 401, 504 SERIES, 505, AND 506 SERIES NOT SHOWN
- p8FENCE NOTES:
- p81. FENCE SHALL BE 9 GAGE CHAIN LINK ZINC COATED TWO INCH SECURITY FENCE.
- p82. CAST 4" DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE FOR THREE DAYS BEFORE FENCE FABRIC IS INSTALLED.
- p83. APPLY GALVANIZING REPAIR COMPOUND, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATION 645, TO ENDS OF 4" DIA. GALVANIZED SLEEVES.
- p84. PROVIDE EXPANSION SLEEVE FOR ALL RAILS TO MATCH SUPERSTRUCTURE JOINTS.
- p85. FASTEN FABRIC TO POSTS AT INTERVALS NOT GREATER THAN 14".
- p86. SPACE POSTS AT A MINIMUM OF 7'-0" AND A MAXIMUM OF 10'-0". PLACE POSTS 1'-0" MINIMUM FROM JOINTS IN BARRIER. SEE DECK PLAN FOR POST SPACING.
- p87. FOR FURTHER DETAILS, SEE GEORGIA DOT SPECIFICATIONS SECTIONS 643 AND 894.
- p8WATERPROOFING, SEE SECTION 530 OF THE GEORGIA DOT SPECIFICATIONS
- p8SLAB REINFORCEMENT NOT SHOWN
- p8BEARING NOT SHOWN
- p8506B AT 18″ ±, ALT. TO GIVE 9″ SP.
- p83 1/2″ MIN. CL.
- p82″ CL. 3 SIDES
- p88-504B AT 12″ ± BETWEEN BEAMS
- p82-504A AT END OF BEAM
- p8BEARING PAD NOT SHOWN
- p81/2″ PREFORMED JOINT FILLER
- p8END BENT 1 SHOWN
- p8END BENT 4 SIMILAR
- p81” GAP, MIN.
- p82. CAST 4” DIA. GALVANIZED SLEEVE IN THE PARAPET. ALLOW NON-SHRINK, NON-METALLIC GROUT TO CURE 7 DAYS BEFORE FENCE FABRIC IS INSTALLED.
- p8506A AT 18”
- p9SEE DETAIL “A”
- p9℄ REQ’D. CONST. JOINT
- p9BEARING PADS NOT SHOWN
- p9BENT 2 SHOWN
- p9BENT 3 SIMILAR
- p12PREFORMED FOAM JOINT FILLER SHALL BE IN ACCORDANCE WITH SUB-SECTION 833.2.10 OF THE GEORGIA DOT SPECIFICATIONS.
Every crop it was read in — the drawing beside what the model took off it
Page 4
p04_r03 expansion joint detailsDetail
- Filler material×1rectangularHatched material below the joint seal.
1 3/8″ in. Joint opening width1/2″ in. Vertical dimension1/4″ R in. Radius
p04_r03Detail
- filler material×1rectangularShown below the joint seal.
1 3/8″ joint opening width1/2″ vertical dimension1/4″ R radius
Page 5
p05_r02 details of 1 expansion joint in barrierDetail
- preformed joint fillerrectangular vertical stripCalled out as 1 inch preformed joint filler.
3/4″ CHAMFER3/4″ Joint dimension3/4″ Joint dimension3/4″ Joint dimension1″ PREFORMED JOINT FILLER3″ Joint dimension10d Nails
p05_r02Detail
- Preformed joint filler×1rectangular stripShown between barrier faces.
3/4" Chamfer3/4" Joint edge dimension3/4" Joint edge dimension3/4" Joint edge dimension1" Preformed joint filler thickness3" Sealant depth/height10d Nail designation1" Expansion joint width
Page 8
p08_r01 for further details see georgia dot specDetail
- preformed joint fillerstripCalled out at endwalls and at bearing/endwall locations.
- preformed foam joint fillerstripfoamCalled out around pad, typical.
1/2" horizontal offset1'-8" horizontal dimension34'-0" horizontal dimension6'-8" horizontal dimension1'-1" horizontal offset3'-6" vertical dimension2% deck slope1" gap, minimum+42 more
p08_r03 section at endwallSection
- preformed joint filler×1horizontal stripLocated between the endwall and bearing support.
12″ horizontal dimension1′-6″ horizontal dimension8″ horizontal dimension1/4″ radius18″ ± reinforcement spacing9″ alternate reinforcement spacing3 1/2″ minimum clear cover18″ reinforcement spacing+14 more
p08_r01Detail
- preformed joint fillerstrippreformedShown at endwall and around pad.
- preformed foam joint fillerstripfoamShown around pad, typical.
1 1/2” horizontal dimension1’-8” horizontal dimension34’-0” horizontal dimension6’-8” horizontal dimension1’-1” horizontal dimension3’-6” endwall height2% deck slope1” gap minimum+41 more
p08_r03Section
- preformed joint filler×1stripLocated at the endwall/slab joint.
12” horizontal dimension1’-6” horizontal dimension8” horizontal dimension1/4” radius3½” minimum clear cover10” vertical dimension9” vertical dimension12” vertical dimension+10 more
Page 9
p09_r03 section thru edge beamSection
- preformed joint filler*×1vertical rectangular stripShown between the concrete member portions.
8" " horizontal dimension1'-0½" " horizontal dimension1'-0½" " horizontal dimension8" " horizontal dimension18" " reinforcement spacing4" " clearance8" " vertical dimension1½" " clearance, 3 sides+6 more
p09_r03Section
- preformed joint filler*×1vertical stripCalled out as 1-inch preformed joint filler.
18” bar spacing8” horizontal dimension1’-0½” horizontal dimension1’-0½” horizontal dimension8” horizontal dimension4” clear cover8” vertical dimension1½” clear dimension, 3 sides+6 more
Page 12
p12_r01 in accordance with sub section 833 2 10Detail
- preformed foam joint fillerrectangularpreformed foamIdentified by hatch symbol and specification note.
1" dimension5/8" dimension1'-0" dowel embedment dimension1 1/2" diameter
p12_r01Detail
- preformed foam joint filler×1preformed foamHatched joint-filler material.
1″ shim plate thickness5″ dowel projection dimension1′-0″ dowel embedment dimension1 1/2″ dowel diameter