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The ontology would need a tension bar band component class.
How the sheets named it
tension bar bands
Every dimension read for it1
- 12” O.C. MAX.tension bar band spacing maximump8 · p08_r01
Notes on the sheets that carry it
- p8REQUIRED CONSTRUCTION JOINT PARALLEL WITH DECK, TYP.
- p81” GAP, MIN.
- 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 7 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
Every crop it was read in — the drawing beside what the model took off it
Page 8
crop
p08_r01Detail
- tension bar bandsbandSpaced at 12” O.C. maximum.
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