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The ontology would need a fence or railing end-post class.
How the sheets named it
Every dimension read for it3
- 55'-0" ftSPAN Inot attributedp4 · p04_r01 deck plan
- 18'-4" ftFENCE POST SPACINGp4 · p04_r01
- 2" inEnd post offsetp4 · p04_r02
Notes on the sheets that carry it
- p4SCALE: 1/4\" = 1'-0\"
- p63'-0" ENDWALL OUTSIDE EXTERIOR BEAM, TYP.
- p6"8" FILLET, TYP.
- p6"10" CONCRETE DIAPHRAGM, TYP.
- p6END POST
- p6FENCE POST SPACING
- p6PGL WESTBOUND
- p6PGL EASTBOUND
- p7FENCE NOT SHOWN, TYP.
- 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 COMPONENT, IN ACCORDANCE WITH GEORGIA DOT SPECIFICATIONS SECTIONS 645, TO ENDS OF 4" DIA. GALVANIZED SLEEVES.
- p8NOTE: LAP 503A AND 503B BARS A MINIMUM OF 2'-2"
- p8* TAPERS TO 0" AT END POST
- p8SEE DECK PLAN FOR LETTER DESIGNATION
Every crop it was read in — the drawing beside what the model took off it
Page 4
p04_r01 deck planPlan
- END POSTEND POST×1rectangular
55'-0" ft SPAN I
p04_r01Plan
- END POST×2post
55'-0" ft SPAN I4'-6" ft END POST18'-4" ft FENCE POST SPACING40'-0" ft GUTTER TO GUTTER55'-0" ft OUT TO OUT1'-0" ft END POST
p04_r02Detail
- End Post×1rectangularEnd post with slanted brace
12'-0" ft Top length2" in End post offset1'-9 1/2" ft Right end height18" in Transition length
Page 6
p06_r01 deck planPlan
- END POSTEND POST×1rectangular
55'-0" ft Overall deck length18'-4" ft Top width segment18'-4" ft Top width segment18'-4" ft Top width segment6'-6" ft Fence post spacing9'-6" ft Fence post spacing9'-6" ft Fence post spacing9'-6" ft Fence post spacing+3 more
p06_r01Plan
- Fence PostsrectangularAlong bottom edge; spacing specified.
- END POSTEND POST×1rectangular
55'-0" ft-in SPAN 36'-6" ft-in FENCE POST SPACING - SEG 19'-6" ft-in FENCE POST SPACING - SEG 29'-6" ft-in FENCE POST SPACING - SEG 39'-6" ft-in FENCE POST SPACING - SEG 417'-2 3/4" ft-in SPAN LENGTH A17'-5 1/4" ft-in SPAN LENGTH B52'-2 1/16" ft-in SPAN LENGTH C+2 more
Page 7
p07_r05 section thru slabSection
- End post / barrier element×2rectangularFence not shown, typical
2 % slab slope5 in spacing for 7-403A at equal spaces1 in diameter
Page 8
p08_r01 for further details see georgia dot specSection
- PULL POST×1cylindricalsteel2 7/8" PULL POST
- END POST×1cylindricalsteelEND POST
- POST VERT.×1rectangularsteelVERTICAL POST ZINC COATED
34'-0" 34'-0"6'-8" 6'-8"3'-0" ENDWALL 3'-0" ENDWALL1'-6" ENDWALL 1'-6" ENDWALL2% 2% slope
p08_r02 barrier detailDetail
- End post×1rectangular postreinforced concreteTapers to 0" at end post
2'-2" ft/in LAP between 503A and 503B bars3'-6" ft/in Barrier height1'-9 1/2" ft/in Top width segment8" in Left offset (end post area)1'-0" ft/in Right offset1 1/2" in Centerline interior3" in Centerline exterior2" in Two-sided centerline
p08_r02Detail
- End post×1rectangularconcreteEnd post taper to 0" noted
3'-6" Left vertical height14" 503A spacing2" Clearance on sides3" Clearance near top3/4" Scale