Matched toPile Capbuilding.substructure.pile_capon “Pile Cap”
This class asks for no measurements, so there is no take-off to do against it.
How the sheets named it
Every dimension read for it458
- 6101grid spacingnot attributedp1 · p01_r32
- 1237grid spacingnot attributedp1 · p01_r32
- 750pile cap plan widthp1 · p01_r32
- 1169pile cap plan overall dimensionp1 · p01_r32
- 1350pile cap plan sloping dimensionp1 · p01_r32
- Y12@150 C/Cnominal steel spacingp1 · p01_r32
- 1:25pile cap plan scalep1 · p01_r32
- 250partial dimensionnot attributedp1 · p01_r04
- 1000pile cap depthp1 · p01_r31
- Y10 @ 130 C/Cbottom reinforcementp1 · p01_r31
- Y12 @ 150 C/Cbottom reinforcementp1 · p01_r31
- 2100 X 2100pile cap plan sizep1 · p01_r31
- 1000pile cap depthp1 · p01_r31
- Y12 @ 125 C/Ctop reinforcementp1 · p01_r31
- Y16 @ 125 C/Cbottom reinforcementp1 · p01_r31
- 3450 X 2100pile cap plan sizep1 · p01_r31
- 1000pile cap depthp1 · p01_r31
- Y16 @ 150 C/Ctop reinforcementp1 · p01_r31
- Y20 @ 150 C/Cbottom reinforcementp1 · p01_r31
- 3450 X 3088pile cap plan sizep1 · p01_r31
- 1000pile cap depthp1 · p01_r31
- Y20 @ 150 C/Ctop reinforcementp1 · p01_r31
- Y20 @ 150 C/Cbottom reinforcementp1 · p01_r31
- 2965dimensionnot attributedp1 · p01_r31
- 4125dimensionnot attributedp1 · p01_r31
- 3575dimensionnot attributedp1 · p01_r31
- 2100 X 7502P sizep1 · p01_r25
- 10002P depthp1 · p01_r25
- 4L-Y10 @ 150 C/C2P shorter-direction reinforcementp1 · p01_r25
- Y12 @ 150 C/C (TOP)2P longer-direction reinforcementp1 · p01_r25
- Y12 @ 150 C/C (BOT.)2P longer-direction reinforcementp1 · p01_r25
- 10003P depthp1 · p01_r25
- Y10 @ 130 C/C (TOP)3P shorter-direction reinforcementp1 · p01_r25
- Y10 @ 130 C/C (BOT.)3P shorter-direction reinforcementp1 · p01_r25
- Y12 @ 150 C/C (TOP)3P longer-direction reinforcementp1 · p01_r25
- Y12 @ 150 C/C (BOT.)3P longer-direction reinforcementp1 · p01_r25
- 2100 X 21004P sizep1 · p01_r25
- 10004P depthp1 · p01_r25
- Y12 @ 125 C/C (TOP)4P shorter-direction reinforcementp1 · p01_r25
- Y16 @ 125 C/C (BOT.)4P shorter-direction reinforcementp1 · p01_r25
- Y12 @ 125 C/C (TOP)4P longer-direction reinforcementp1 · p01_r25
- Y16 @ 125 C/C (BOT.)4P longer-direction reinforcementp1 · p01_r25
- 3450 X 21006P sizep1 · p01_r25
- 10006P depthp1 · p01_r25
- Y16 @ 150 C/C (TOP)6P shorter-direction reinforcementp1 · p01_r25
- Y20 @ 150 C/C (BOT.)6P shorter-direction reinforcementp1 · p01_r25
- Y16 @ 150 C/C (TOP)6P longer-direction reinforcementp1 · p01_r25
- Y20 @ 150 C/C (BOT.)6P longer-direction reinforcementp1 · p01_r25
- 3450 X 30888P sizep1 · p01_r25
- 10008P depthp1 · p01_r25
- Y20 @ 150 C/C (TOP)8P shorter-direction reinforcementp1 · p01_r25
- Y20 @ 150 C/C (BOT.)8P shorter-direction reinforcementp1 · p01_r25
- Y20 @ 150 C/C (TOP)8P longer-direction reinforcementp1 · p01_r25
- Y20 @ 150 C/C (BOT.)8P longer-direction reinforcementp1 · p01_r25
- 600brick wall/foundation vertical dimensionnot attributedp1 · p01_r10
- 450wall/pedestal widthnot attributedp1 · p01_r10
- 250pedestal widthnot attributedp1 · p01_r10
- 1600foundation vertical dimensionp1 · p01_r10
- 1000foundation depthp1 · p01_r10
- 100 THK.P.C.C. thicknessnot attributedp1 · p01_r10
- 75 THK.B.F.S thicknessnot attributedp1 · p01_r10
- 600pile-cap top level below E.G.L.p1 · p01_r10
- 100pile-cap thicknessp1 · p01_r10
- EL (-) 0.600 Mtop of pile cap elevationp1 · p01_r10
- EL (-) 1.600 Mbottom of pile cap elevationp1 · p01_r10
- 12T @ 125 mm C/Ctie reinforcementp1 · p01_r10
- 8T @ 150 mm C/Ctie reinforcementp1 · p01_r10
- 300 TYP.pile-cap projectionp1 · p01_r10
- 5-Y16 AT BOT.pile-cap bottom reinforcementp1 · p01_r10
- Y12@150 C/Cside reinforcementp1 · p01_r10
- 1500section vertical dimensionnot attributedp1 · p01_r10
- 1000section vertical dimensionnot attributedp1 · p01_r10
- 800section vertical dimensionnot attributedp1 · p01_r10
- 600P.L. to G.L. vertical dimensionnot attributedp1 · p01_r09
- 1600vertical dimensionnot attributedp1 · p01_r09
- 250wall/pile width dimensionnot attributedp1 · p01_r09
- 450vertical dimension at wall foundationnot attributedp1 · p01_r09
- EL (±) 0.000 ME.G.L. elevationnot attributedp1 · p01_r09
- EL (-) 0.600 Mtop of pile cap elevationp1 · p01_r09
- EL (-) 1.600 Mbottom of pile cap elevationp1 · p01_r09
- 600E.G.L. to top of pile capp1 · p01_r09
- 100pile cap thicknessp1 · p01_r09
- 1500Section XX vertical dimensionp1 · p01_r09
- 1000Section XX pile cap depthp1 · p01_r09
- 5-Y12pile cap reinforcementp1 · p01_r09
- Y12 @150C/Cpile cap reinforcementp1 · p01_r09
- 6L - Y10 @ 130 C/Cpile cap reinforcementp1 · p01_r09
- Y12@150 C/Cpile cap reinforcementp1 · p01_r09
- 300 TYP.typical dimensionp1 · p01_r09
- 500Section XX vertical dimensionnot attributedp1 · p01_r09
- 375pile cap plan end dimensionsp1 · p01_r09
- 1350pile cap plan overall lengthp1 · p01_r09
- 750pile cap plan overall widthp1 · p01_r09
- 1350pile cap plan sloping-side dimensionp1 · p01_r09
- 1169pile cap plan vertical dimensionp1 · p01_r09
- (-) 0.600 Mtop of pile cap elevationp1 · p01_r09 foundation of lift
- (-) 1.600 Mbottom of pile cap elevationp1 · p01_r09 foundation of lift
- 100pile cap thicknessp1 · p01_r09 foundation of lift
- 300 TYP.pile cap dimensionp1 · p01_r09 foundation of lift
- 6L - Y10 @ 130 C/Cshear reinforcementp1 · p01_r09 foundation of lift
- 5-Y12pile cap top reinforcementp1 · p01_r09 foundation of lift
- Y12 @150C/Cpile cap reinforcementp1 · p01_r09 foundation of lift
- 5-Y16 AT BOT.pile cap bottom reinforcementp1 · p01_r09 foundation of lift
- 600P.L. to G.L. vertical dimensionnot attributedp1 · p01_r10 foundation section of lift shaft with pile cap
- 1600brick wall/foundation vertical dimensionnot attributedp1 · p01_r10 foundation section of lift shaft with pile cap
- 450vertical dimension at pile top areanot attributedp1 · p01_r10 foundation section of lift shaft with pile cap
- 250horizontal dimensionnot attributedp1 · p01_r10 foundation section of lift shaft with pile cap
- 1000foundation vertical dimensionnot attributedp1 · p01_r10 foundation section of lift shaft with pile cap
- 600E.G.L. to top of pile cap vertical dimensionp1 · p01_r10 foundation section of lift shaft with pile cap
- EL (-) 0.600 Mtop of pile cap elevationp1 · p01_r10 foundation section of lift shaft with pile cap
- EL (-) 1.600 Mbottom of pile cap elevationp1 · p01_r10 foundation section of lift shaft with pile cap
- 100pile cap thicknessp1 · p01_r10 foundation section of lift shaft with pile cap
- 1500lower section vertical dimensionnot attributedp1 · p01_r10 foundation section of lift shaft with pile cap
- 1000lower section pile cap depthp1 · p01_r10 foundation section of lift shaft with pile cap
- 5-Y12pile cap top reinforcementp1 · p01_r10 foundation section of lift shaft with pile cap
- Y12 @150 C/Cpile cap reinforcement spacingp1 · p01_r10 foundation section of lift shaft with pile cap
- 5-Y16pile cap bottom reinforcementp1 · p01_r10 foundation section of lift shaft with pile cap
- 6L - Y10 @ 130 C/Cshear reinforcementp1 · p01_r10 foundation section of lift shaft with pile cap
- 800partial right-side vertical dimensionnot attributedp1 · p01_r10 foundation section of lift shaft with pile cap
- 0.000 Mpartial elevation labelnot attributedp1 · p01_r14 section through pile
- (-) 0.600 MTop of pile cap elevationp1 · p01_r19 foundation of lift
- 6L - Y10 @ 130 C/CShear reinforcementp1 · p01_r19 foundation of lift
- 5-Y12Top reinforcementp1 · p01_r19 foundation of lift
- Y12 @150 C/CReinforcement spacingp1 · p01_r19 foundation of lift
- Y12@150 C/CSide reinforcement spacingp1 · p01_r19 foundation of lift
- 5-Y16Bottom reinforcementp1 · p01_r19 foundation of lift
- 2100 X 750sizep1 · p01_r22 framing plan of third floor beams
- 1000depthp1 · p01_r22 framing plan of third floor beams
- 4L-Y10 @ 150 C/Creinforcement in shorter directionp1 · p01_r22 framing plan of third floor beams
- Y12 @ 150 C/C (TOP)reinforcement in longer direction (top)p1 · p01_r22 framing plan of third floor beams
- Y12 @ 150 C/C (BOT.)reinforcement in longer direction (bottom)p1 · p01_r22 framing plan of third floor beams
- 1000depthp1 · p01_r22 framing plan of third floor beams
- Y10 @ 130 C/C (TOP)reinforcement in shorter direction (top)p1 · p01_r22 framing plan of third floor beams
- Y10 @ 130 C/C (BOT.)reinforcement in shorter direction (bottom)p1 · p01_r22 framing plan of third floor beams
- Y12 @ 150 C/C (TOP)reinforcement in longer direction (top)p1 · p01_r22 framing plan of third floor beams
- Y12 @ 150 C/C (BOT.)reinforcement in longer direction (bottom)p1 · p01_r22 framing plan of third floor beams
- 2100 X 2100sizep1 · p01_r22 framing plan of third floor beams
- 1000depthp1 · p01_r22 framing plan of third floor beams
- Y12 @ 125 C/C (TOP)reinforcement in shorter direction (top)p1 · p01_r22 framing plan of third floor beams
- Y16 @ 125 C/C (BOT.)reinforcement in shorter direction (bottom)p1 · p01_r22 framing plan of third floor beams
- Y12 @ 125 C/C (TOP)reinforcement in longer direction (top)p1 · p01_r22 framing plan of third floor beams
- Y16 @ 125 C/C (BOT.)reinforcement in longer direction (bottom)p1 · p01_r22 framing plan of third floor beams
- 3450 X 2100sizep1 · p01_r22 framing plan of third floor beams
- 1000depthp1 · p01_r22 framing plan of third floor beams
- Y16 @ 150 C/C (TOP)reinforcement in shorter direction (top)p1 · p01_r22 framing plan of third floor beams
- Y20 @ 150 C/C (BOT.)reinforcement in shorter direction (bottom)p1 · p01_r22 framing plan of third floor beams
- Y16 @ 150 C/C (TOP)reinforcement in longer direction (top)p1 · p01_r22 framing plan of third floor beams
- Y20 @ 150 C/C (BOT.)reinforcement in longer direction (bottom)p1 · p01_r22 framing plan of third floor beams
- 3450 X 3088sizep1 · p01_r22 framing plan of third floor beams
- 1000depthp1 · p01_r22 framing plan of third floor beams
- Y20 @ 150 C/C (TOP)reinforcement in shorter direction (top)p1 · p01_r22 framing plan of third floor beams
- Y20 @ 150 C/C (BOT.)reinforcement in shorter direction (bottom)p1 · p01_r22 framing plan of third floor beams
- Y20 @ 150 C/C (TOP)reinforcement in longer direction (top)p1 · p01_r22 framing plan of third floor beams
- Y20 @ 150 C/C (BOT.)reinforcement in longer direction (bottom)p1 · p01_r22 framing plan of third floor beams
- 450 Øpile diameterp1 · p01_r22 framing plan of third floor beams
- -18.000M.termination levelp1 · p01_r22 framing plan of third floor beams
- 6 - Y16reinforcementp1 · p01_r22 framing plan of third floor beams
- 32.50 M.T.capacityp1 · p01_r22 framing plan of third floor beams
- 3950grid spacingnot attributedp1 · p01_r22 framing plan of third floor beams
- 1650grid spacingnot attributedp1 · p01_r22 framing plan of third floor beams
- 4500grid spacingnot attributedp1 · p01_r22 framing plan of third floor beams
- 3625grid spacingnot attributedp1 · p01_r22 framing plan of third floor beams
- 675pile layout dimensionp1 · p01_r22 framing plan of third floor beams
- 375pile layout dimensionp1 · p01_r22 framing plan of third floor beams
- Y8 @ 200 C/Cdistribution reinforcementnot attributedp1 · p01_r25 reinforcement schedule for floor beams
- 2100 X 7502P sizep1 · p01_r25 reinforcement schedule for floor beams
- 10002P depthp1 · p01_r25 reinforcement schedule for floor beams
- 4L-Y10 @ 150 C/C2P reinforcement in shorter directionp1 · p01_r25 reinforcement schedule for floor beams
- Y12 @ 150 C/C (TOP)2P reinforcement in longer direction, topp1 · p01_r25 reinforcement schedule for floor beams
- Y12 @ 150 C/C (BOT.)2P reinforcement in longer direction, bottomp1 · p01_r25 reinforcement schedule for floor beams
- 10003P depthp1 · p01_r25 reinforcement schedule for floor beams
- Y10 @ 130 C/C (TOP)3P reinforcement in shorter direction, topp1 · p01_r25 reinforcement schedule for floor beams
- Y10 @ 130 C/C (BOT.)3P reinforcement in shorter direction, bottomp1 · p01_r25 reinforcement schedule for floor beams
- Y12 @ 150 C/C (TOP)3P reinforcement in longer direction, topp1 · p01_r25 reinforcement schedule for floor beams
- Y12 @ 150 C/C (BOT.)3P reinforcement in longer direction, bottomp1 · p01_r25 reinforcement schedule for floor beams
- 2100 X 21004P sizep1 · p01_r25 reinforcement schedule for floor beams
- 10004P depthp1 · p01_r25 reinforcement schedule for floor beams
- Y12 @ 125 C/C (TOP)4P reinforcement in shorter direction, topp1 · p01_r25 reinforcement schedule for floor beams
- Y16 @ 125 C/C (BOT.)4P reinforcement in shorter direction, bottomp1 · p01_r25 reinforcement schedule for floor beams
- Y12 @ 125 C/C (TOP)4P reinforcement in longer direction, topp1 · p01_r25 reinforcement schedule for floor beams
- Y16 @ 125 C/C (BOT.)4P reinforcement in longer direction, bottomp1 · p01_r25 reinforcement schedule for floor beams
- 3450 X 21006P sizep1 · p01_r25 reinforcement schedule for floor beams
- 10006P depthp1 · p01_r25 reinforcement schedule for floor beams
- Y16 @ 150 C/C (TOP)6P reinforcement in shorter direction, topp1 · p01_r25 reinforcement schedule for floor beams
- Y20 @ 150 C/C (BOT.)6P reinforcement in shorter direction, bottomp1 · p01_r25 reinforcement schedule for floor beams
- Y16 @ 150 C/C (TOP)6P reinforcement in longer direction, topp1 · p01_r25 reinforcement schedule for floor beams
- Y20 @ 150 C/C (BOT.)6P reinforcement in longer direction, bottomp1 · p01_r25 reinforcement schedule for floor beams
- 3450 X 30888P sizep1 · p01_r25 reinforcement schedule for floor beams
- 10008P depthp1 · p01_r25 reinforcement schedule for floor beams
- Y20 @ 150 C/C (TOP)8P reinforcement in shorter direction, topp1 · p01_r25 reinforcement schedule for floor beams
- Y20 @ 150 C/C (BOT.)8P reinforcement in shorter direction, bottomp1 · p01_r25 reinforcement schedule for floor beams
- Y20 @ 150 C/C (TOP)8P reinforcement in longer direction, topp1 · p01_r25 reinforcement schedule for floor beams
- Y20 @ 150 C/C (BOT.)8P reinforcement in longer direction, bottomp1 · p01_r25 reinforcement schedule for floor beams
- 3950grid spacing A to Cnot attributedp1 · p01_r25 reinforcement schedule for floor beams
- 3400grid spacing 1 to 2not attributedp1 · p01_r25 reinforcement schedule for floor beams
- 1950grid spacing 2 to 3not attributedp1 · p01_r25 reinforcement schedule for floor beams
- 2650grid spacing 3 to 4not attributedp1 · p01_r25 reinforcement schedule for floor beams
- 2965grid spacing 4 to 6not attributedp1 · p01_r25 reinforcement schedule for floor beams
- 740dimensionnot attributedp1 · p01_r25 reinforcement schedule for floor beams
- 375top horizontal dimension, left segmentp1 · p01_r29 plan of pile cap marked 3 p
- 1350top horizontal dimension, central segmentp1 · p01_r29 plan of pile cap marked 3 p
- 375top horizontal dimension, right segmentp1 · p01_r29 plan of pile cap marked 3 p
- 375left vertical dimension, upper segmentp1 · p01_r29 plan of pile cap marked 3 p
- 375left vertical dimension, lower segmentp1 · p01_r29 plan of pile cap marked 3 p
- 750right vertical dimension, upper portionp1 · p01_r29 plan of pile cap marked 3 p
- 1169right vertical dimension, lower portionp1 · p01_r29 plan of pile cap marked 3 p
- 1350sloping side dimensionp1 · p01_r29 plan of pile cap marked 3 p
- 750bottom horizontal dimensionp1 · p01_r29 plan of pile cap marked 3 p
- Y12@150nominal steel spacingp1 · p01_r29 plan of pile cap marked 3 p
- 5-Y12top reinforcement quantity and bar designationp1 · p01_r29 plan of pile cap marked 3 p
- 5-Y16bottom reinforcement quantity and bar designationp1 · p01_r29 plan of pile cap marked 3 p
- 2100 X 2100pile cap dimensionsp1 · p01_r31 reinforcement schedule for slab panels
- 1000pile cap thickness/depthp1 · p01_r31 reinforcement schedule for slab panels
- Y12 @ 125 C/C (TOP)top reinforcement, first columnp1 · p01_r31 reinforcement schedule for slab panels
- Y16 @ 125 C/C (BOT.)bottom reinforcement, first columnp1 · p01_r31 reinforcement schedule for slab panels
- Y12 @ 125 C/C (TOP)top reinforcement, second columnp1 · p01_r31 reinforcement schedule for slab panels
- Y16 @ 125 C/C (BOT.)bottom reinforcement, second columnp1 · p01_r31 reinforcement schedule for slab panels
- 3450 X 2100pile cap dimensionsp1 · p01_r31 reinforcement schedule for slab panels
- 1000pile cap thickness/depthp1 · p01_r31 reinforcement schedule for slab panels
- Y16 @ 150 C/C (TOP)top reinforcement, first columnp1 · p01_r31 reinforcement schedule for slab panels
- Y20 @ 150 C/C (BOT.)bottom reinforcement, first columnp1 · p01_r31 reinforcement schedule for slab panels
- Y16 @ 150 C/C (TOP)top reinforcement, second columnp1 · p01_r31 reinforcement schedule for slab panels
- Y20 @ 150 C/C (BOT.)bottom reinforcement, second columnp1 · p01_r31 reinforcement schedule for slab panels
- 3450 X 3088pile cap dimensionsp1 · p01_r31 reinforcement schedule for slab panels
- 1000pile cap thickness/depthp1 · p01_r31 reinforcement schedule for slab panels
- Y20 @ 150 C/C (TOP)top reinforcement, first columnp1 · p01_r31 reinforcement schedule for slab panels
- Y20 @ 150 C/C (BOT.)bottom reinforcement, first columnp1 · p01_r31 reinforcement schedule for slab panels
- Y20 @ 150 C/C (TOP)top reinforcement, second columnp1 · p01_r31 reinforcement schedule for slab panels
- Y20 @ 150 C/C (BOT.)bottom reinforcement, second columnp1 · p01_r31 reinforcement schedule for slab panels
- 2965vertical dimensionnot attributedp1 · p01_r31 reinforcement schedule for slab panels
- 4125vertical dimensionnot attributedp1 · p01_r31 reinforcement schedule for slab panels
- 3575horizontal dimensionnot attributedp1 · p01_r31 reinforcement schedule for slab panels
- 350pile cap dimensionp1 · p01_r32 roof beam layout
- 750pile cap widthp1 · p01_r32 roof beam layout
- 1169pile cap overall depthp1 · p01_r32 roof beam layout
- 6181grid spacingnot attributedp1 · p01_r32 roof beam layout
- 1237grid spacingnot attributedp1 · p01_r32 roof beam layout
- Y12@150 C/Cnominal reinforcement spacingp1 · p01_r32 roof beam layout
- 3950Grid spacing A to Cnot attributedp1 · p01_r34 dimension and reinforcement table for pile caps
- 1650Grid spacing C to Dnot attributedp1 · p01_r34 dimension and reinforcement table for pile caps
- 4500Grid spacing D to Fnot attributedp1 · p01_r34 dimension and reinforcement table for pile caps
- 3625Grid spacing F to Gnot attributedp1 · p01_r34 dimension and reinforcement table for pile caps
- 675Horizontal dimension at central P-3p1 · p01_r34 dimension and reinforcement table for pile caps
- 675Horizontal dimension at central P-3p1 · p01_r34 dimension and reinforcement table for pile caps
- 375Horizontal dimension at central P-3p1 · p01_r34 dimension and reinforcement table for pile caps
- 375Horizontal dimension at central P-3p1 · p01_r34 dimension and reinforcement table for pile caps
- 375Vertical dimension at central P-3p1 · p01_r34 dimension and reinforcement table for pile caps
- 750Vertical dimension at central P-3p1 · p01_r34 dimension and reinforcement table for pile caps
- 375Vertical dimension at central P-3p1 · p01_r34 dimension and reinforcement table for pile caps
- 794Vertical dimension at central P-3p1 · p01_r34 dimension and reinforcement table for pile caps
- 1919Sloping dimension at central P-3p1 · p01_r34 dimension and reinforcement table for pile caps
- 1350Sloping dimension at central P-3p1 · p01_r34 dimension and reinforcement table for pile caps
- 675P-3 top horizontal dimension chainp1 · p01_r40 pile diameter termination level and capacity table
- 675P-3 top horizontal dimension chainp1 · p01_r40 pile diameter termination level and capacity table
- 375P-3 upper internal horizontal spacingp1 · p01_r40 pile diameter termination level and capacity table
- 375P-3 upper internal horizontal spacingp1 · p01_r40 pile diameter termination level and capacity table
- 1919P-3 left vertical dimensionp1 · p01_r40 pile diameter termination level and capacity table
- 1350P-3 diagonal dimensionp1 · p01_r40 pile diameter termination level and capacity table
- 375P-3 right vertical dimension chainp1 · p01_r40 pile diameter termination level and capacity table
- 750P-3 right vertical dimension chainp1 · p01_r40 pile diameter termination level and capacity table
- 375P-3 right vertical dimension chainp1 · p01_r40 pile diameter termination level and capacity table
- 794P-3 overall right vertical dimensionp1 · p01_r40 pile diameter termination level and capacity table
- 375P-3 bottom horizontal dimension chainp1 · p01_r40 pile diameter termination level and capacity table
- 750P-3 bottom horizontal dimension chainp1 · p01_r40 pile diameter termination level and capacity table
- 375P-3 bottom horizontal dimension chainp1 · p01_r40 pile diameter termination level and capacity table
- 375P-8 top horizontal dimension chainp1 · p01_r40 pile diameter termination level and capacity table
- 1350P-8 top horizontal dimension chainp1 · p01_r40 pile diameter termination level and capacity table
- 1350P-8 top horizontal dimension chainp1 · p01_r40 pile diameter termination level and capacity table
- 375P-8 top horizontal dimension chainp1 · p01_r40 pile diameter termination level and capacity table
- 1169P-8 vertical dimensionp1 · p01_r40 pile diameter termination level and capacity table
- 375P-8 internal vertical spacingp1 · p01_r40 pile diameter termination level and capacity table
- 1169P-8 vertical dimensionp1 · p01_r40 pile diameter termination level and capacity table
- 375P-8 internal vertical spacingp1 · p01_r40 pile diameter termination level and capacity table
- 3088P-8 overall vertical dimensionp1 · p01_r40 pile diameter termination level and capacity table
- 3450P-8 overall horizontal dimensionp1 · p01_r40 pile diameter termination level and capacity table
- 675P-5 top horizontal dimension chainp1 · p01_r40 pile diameter termination level and capacity table
- 675P-5 top horizontal dimension chainp1 · p01_r40 pile diameter termination level and capacity table
- 375P-5 upper internal horizontal spacingp1 · p01_r40 pile diameter termination level and capacity table
- 375P-5 upper internal horizontal spacingp1 · p01_r40 pile diameter termination level and capacity table
- 375P-5 upper vertical spacingp1 · p01_r40 pile diameter termination level and capacity table
- 1169P-5 vertical dimensionp1 · p01_r40 pile diameter termination level and capacity table
- 1169P-5 vertical dimensionp1 · p01_r40 pile diameter termination level and capacity table
- 3088P-5 overall vertical dimensionp1 · p01_r40 pile diameter termination level and capacity table
- 2100P-5 overall horizontal dimensionp1 · p01_r40 pile diameter termination level and capacity table
- 3450overall horizontal dimensionp1 · p01_r42 pile pile cap layout
- 3088overall vertical dimensionp1 · p01_r42 pile pile cap layout
- 675pile layout dimensionp1 · p01_r42 pile pile cap layout
- 375pile layout dimensionp1 · p01_r42 pile pile cap layout
- 1169pile layout dimensionp1 · p01_r42 pile pile cap layout
- 375pile layout dimensionp1 · p01_r42 pile pile cap layout
- 3450overall horizontal dimensionp1 · p01_r42 pile pile cap layout
- 2100overall vertical dimensionp1 · p01_r42 pile pile cap layout
- 375pile layout dimension chainp1 · p01_r42 pile pile cap layout
- 1350pile layout dimension chainp1 · p01_r42 pile pile cap layout
- 1350pile layout dimension chainp1 · p01_r42 pile pile cap layout
- 375pile layout dimension chainp1 · p01_r42 pile pile cap layout
- 1350pile layout dimensionp1 · p01_r42 pile pile cap layout
- 375pile layout dimensionp1 · p01_r42 pile pile cap layout
- 2100overall horizontal dimensionp1 · p01_r42 pile pile cap layout
- 2100overall vertical dimensionp1 · p01_r42 pile pile cap layout
- 675pile layout dimensionp1 · p01_r42 pile pile cap layout
- 375pile layout dimensionp1 · p01_r42 pile pile cap layout
- 750overall horizontal dimensionp1 · p01_r42 pile pile cap layout
- 2100overall vertical dimensionp1 · p01_r42 pile pile cap layout
- 675pile layout dimensionp1 · p01_r42 pile pile cap layout
- 375pile layout dimensionp1 · p01_r42 pile pile cap layout
- 375horizontal pile/cap layout dimensionp1 · p01_r42
- 1350horizontal pile spacingp1 · p01_r42
- 1350horizontal pile spacingp1 · p01_r42
- 375horizontal pile/cap layout dimensionp1 · p01_r42
- 375vertical pile/cap layout dimensionp1 · p01_r42
- 1169vertical pile spacingp1 · p01_r42
- 1169vertical pile spacingp1 · p01_r42
- 375vertical pile/cap layout dimensionp1 · p01_r42
- 3450overall cap widthp1 · p01_r42
- 3088overall cap lengthp1 · p01_r42
- 375horizontal pile/cap layout dimensionp1 · p01_r42
- 1350horizontal pile spacingp1 · p01_r42
- 1350horizontal pile spacingp1 · p01_r42
- 375horizontal pile/cap layout dimensionp1 · p01_r42
- 375vertical pile/cap layout dimensionp1 · p01_r42
- 1350vertical pile spacingp1 · p01_r42
- 375vertical pile/cap layout dimensionp1 · p01_r42
- 3450overall cap widthp1 · p01_r42
- 2100overall cap lengthp1 · p01_r42
- 375horizontal pile/cap layout dimensionp1 · p01_r42
- 675horizontal pile spacingp1 · p01_r42
- 675horizontal pile spacingp1 · p01_r42
- 375horizontal pile/cap layout dimensionp1 · p01_r42
- 375vertical pile/cap layout dimensionp1 · p01_r42
- 1169vertical pile spacingp1 · p01_r42
- 1169vertical pile spacingp1 · p01_r42
- 375vertical pile/cap layout dimensionp1 · p01_r42
- 2100overall cap widthp1 · p01_r42
- 3088overall cap lengthp1 · p01_r42
- 375horizontal pile/cap layout dimensionp1 · p01_r42
- 675horizontal pile spacingp1 · p01_r42
- 675horizontal pile spacingp1 · p01_r42
- 375horizontal pile/cap layout dimensionp1 · p01_r42
- 375vertical pile/cap layout dimensionp1 · p01_r42
- 675vertical pile spacingp1 · p01_r42
- 675vertical pile spacingp1 · p01_r42
- 375vertical pile/cap layout dimensionp1 · p01_r42
- 2100overall cap widthp1 · p01_r42
- 2100overall cap lengthp1 · p01_r42
- 675pile spacingp1 · p01_r42
- 375pile/cap layout dimensionp1 · p01_r42
- 750overall cap widthp1 · p01_r42
- 2100overall cap lengthp1 · p01_r42
- 1950grid spacingnot attributedp1 · p01_r42
- 2650grid spacingnot attributedp1 · p01_r42
- 2965grid spacingnot attributedp1 · p01_r42
- 4125grid spacingnot attributedp1 · p01_r42
- 3575grid spacingnot attributedp1 · p01_r42
- 4290grid spacingnot attributedp1 · p01_r42
- 2235grid spacingnot attributedp1 · p01_r42
- 4903diagonal dimensionnot attributedp1 · p01_r42
- 2554diagonal dimensionnot attributedp1 · p01_r42
- 36partial dimensionnot attributedp1 · p01_r42
- (-) 0.600 MTop of pile cap elevationp1 · p01_r19
- 100Vertical dimensionnot attributedp1 · p01_r19
- 1500Vertical dimensionnot attributedp1 · p01_r19
- 75Vertical dimensionnot attributedp1 · p01_r19
- 1000Vertical dimensionp1 · p01_r19
- 100Vertical dimensionnot attributedp1 · p01_r19
- 100Vertical dimensionnot attributedp1 · p01_r19
- 75Vertical dimensionnot attributedp1 · p01_r19
- 300Typical dimensionnot attributedp1 · p01_r19
- 6L-Y10 @ 130 C/CShear reinforcementp1 · p01_r19
- Y12@150 C/CPile-cap top reinforcement spacingp1 · p01_r19
- Y12@150 C/CPile-cap side reinforcement spacingp1 · p01_r19
- 5-Y16Pile-cap bottom reinforcementp1 · p01_r19
- 375top horizontal pile-cap dimensionp1 · p01_r27
- 1350top horizontal pile-cap dimensionp1 · p01_r27
- 375top horizontal pile-cap dimensionp1 · p01_r27
- 375left vertical pile-cap dimensionp1 · p01_r27
- 375left vertical pile-cap dimensionp1 · p01_r27
- 750right vertical pile-cap dimensionp1 · p01_r27
- 1169right vertical pile-cap dimensionp1 · p01_r27
- 1350sloping pile-cap side dimensionp1 · p01_r27
- 750bottom pile-cap widthp1 · p01_r27
- 5-Y12top reinforcementp1 · p01_r27
- 5-Y16bottom reinforcementp1 · p01_r27
- 5-Y12side reinforcement calloutp1 · p01_r27
- 5-Y16side reinforcement calloutp1 · p01_r27
- Y12@150 C/Cnominal reinforcement spacingp1 · p01_r27
- 625partial dimensionnot attributedp1 · p01_r27
- (+) 0.000 ME.G.L.not attributedp1 · p01_r14
- 600 MPILE CAPp1 · p01_r14
- 100PILE CAPp1 · p01_r14
- 3625dimensionnot attributedp1 · p01_r14
- 1625dimensionnot attributedp1 · p01_r14
- 3215dimensionnot attributedp1 · p01_r14
- 675horizontal spacingp1 · p01_r40
- 675horizontal spacingp1 · p01_r40
- 375horizontal spacingp1 · p01_r40
- 375horizontal spacingp1 · p01_r40
- 375vertical spacingp1 · p01_r40
- 750vertical spacingp1 · p01_r40
- 375vertical spacingp1 · p01_r40
- 794vertical spacingp1 · p01_r40
- 375vertical spacingp1 · p01_r40
- 1919vertical dimensionp1 · p01_r40
- 1350diagonal dimensionp1 · p01_r40
- 375horizontal spacingp1 · p01_r40
- 375horizontal spacingp1 · p01_r40
- 750horizontal dimensionp1 · p01_r40
- 375horizontal spacingp1 · p01_r40
- 1350horizontal spacingp1 · p01_r40
- 1350horizontal spacingp1 · p01_r40
- 375horizontal spacingp1 · p01_r40
- 375vertical spacingp1 · p01_r40
- 1169vertical spacingp1 · p01_r40
- 1169vertical spacingp1 · p01_r40
- 375vertical spacingp1 · p01_r40
- 3088overall vertical dimensionp1 · p01_r40
- 3450overall horizontal dimensionp1 · p01_r40
- 675horizontal spacingp1 · p01_r40
- 675horizontal spacingp1 · p01_r40
- 375horizontal spacingp1 · p01_r40
- 375horizontal spacingp1 · p01_r40
- 375vertical spacingp1 · p01_r40
- 1169vertical spacingp1 · p01_r40
- 1169vertical spacingp1 · p01_r40
- 375vertical spacingp1 · p01_r40
- 3088overall vertical dimensionp1 · p01_r40
- 2100overall horizontal dimensionp1 · p01_r40
- 2100 X 750pile cap sizep1 · p01_r22
- 1000pile cap depthp1 · p01_r22
- 4L-Y10 @ 150 C/Cshorter-direction reinforcementp1 · p01_r22
- Y12 @ 150 C/C (TOP)longer-direction top reinforcementp1 · p01_r22
- Y12 @ 150 C/C (BOT.)longer-direction bottom reinforcementp1 · p01_r22
- 1000pile cap depthp1 · p01_r22
- Y10 @ 130 C/C (TOP)shorter-direction top reinforcementp1 · p01_r22
- Y10 @ 130 C/C (BOT.)shorter-direction bottom reinforcementp1 · p01_r22
- Y12 @ 150 C/C (TOP)longer-direction top reinforcementp1 · p01_r22
- Y12 @ 150 C/C (BOT.)longer-direction bottom reinforcementp1 · p01_r22
- 2100 X 2100pile cap sizep1 · p01_r22
- 1000pile cap depthp1 · p01_r22
- Y12 @ 125 C/C (TOP)shorter-direction top reinforcementp1 · p01_r22
- Y16 @ 125 C/C (BOT.)shorter-direction bottom reinforcementp1 · p01_r22
- Y12 @ 125 C/C (TOP)longer-direction top reinforcementp1 · p01_r22
- Y16 @ 125 C/C (BOT.)longer-direction bottom reinforcementp1 · p01_r22
- 3450 X 2100pile cap sizep1 · p01_r22
- 1000pile cap depthp1 · p01_r22
- Y16 @ 150 C/C (TOP)shorter-direction top reinforcementp1 · p01_r22
- Y20 @ 150 C/C (BOT.)shorter-direction bottom reinforcementp1 · p01_r22
- Y16 @ 150 C/C (TOP)longer-direction top reinforcementp1 · p01_r22
- Y20 @ 150 C/C (BOT.)longer-direction bottom reinforcementp1 · p01_r22
- 3450 X 3088pile cap sizep1 · p01_r22
- 1000pile cap depthp1 · p01_r22
- Y20 @ 150 C/C (TOP)shorter-direction top reinforcementp1 · p01_r22
- Y20 @ 150 C/C (BOT.)shorter-direction bottom reinforcementp1 · p01_r22
- Y20 @ 150 C/C (TOP)longer-direction top reinforcementp1 · p01_r22
- Y20 @ 150 C/C (BOT.)longer-direction bottom reinforcementp1 · p01_r22
- 675partial plan dimensionp1 · p01_r22
- 375partial plan dimensionp1 · p01_r22
- 750partial plan dimensionp1 · p01_r22
Notes on the sheets that carry it
- p1NOMINAL STEEL Y12@150 C/C BOTHWAY AT TOP & BOT.
- p1(UP STANDING)
- p1(CL1 + 300mm) OR 0.25 L1 (WHICH EVER IS HIGHER)
- p1SIDE FACE REINFORCEMENT Y12 @ 150 C/C BOTH WAYS
- p1GRADE OF CONCRETE - M25
- p1MINIMUM CEMENT CONTENT IN CONCRETE WILL BE = 400kg/M³
- p1ALL DISTRIBUTION REINFORCEMENT - Y8 @ 200 C/C
- p1CHAIR PROVIDED
- p1BINDING STEEL AROUND PILE BAR
- p1SHEAR REINF.
- p1TOP OF TIE BEAM AT (±)0.000M E.G.L.
- p1100 THK. P.C.C (1:4:8)
- p175 THK. B.F.S
- p1Y16@1500 C/C STIFFENER
- p1(NOT TO SCALE)
- p1Y12@150 C/C SIDE REINF.
- p1CUT OFF LVL.
- p1Y8@150 C/C
- p1COVER BLOCK @900 C/C
- p1TOP OF PILE CAP EL (-) 0.600 M
- p1100 THK. P.C.C
- p16L - Y10 @ 130 C/C SHEAR REINF.
- p15-Y12
- p1Y12 @150C/C
- p1TIE BEAM
- p1Y12@150 C/C
- p15-Y16 AT BOT.
- p15-Y12 AT TOP & 5-Y16 AT BOT.
- p16-Y16
- p1Y8@150 C/
- p1Y16@1500 STIFFENER
- p1STIFFENER
Every crop it was read in — the drawing beside what the model took off it
Page 1
p01_r32Plan
- pile cap3-P×1tapered trapezoidalOnly the lower portion of the pile-cap plan is visible at upper right.
6101 grid spacing1237 grid spacing3950 SCR roof beam layout horizontal dimension1650 SCR roof beam layout horizontal dimension625 SCR roof beam layout horizontal dimension1950 SCR roof beam layout vertical dimension2650 SCR roof beam layout vertical dimension625 SCR roof beam layout vertical dimension+43 more
p01_r04Detail
- pile cap×1rectangularOnly the upper portion is visible in the lower-right detail.
0.1L2 beam end length0.15L2 beam end lengthCL1 length(CL1 + 300mm) OR 0.25 L1 minimum length criterion50 (MAX) maximum spacing0.25L1 beam length0.15L1 beam length0.25L2 beam length+22 more
p01_r36Plan
- Tagged partial symbolsP-3×3partial trapezoidal/triangular outlined symbols with circular featuresThree partial P-3 symbols are visible along the left edge; their object type is not identified in this crop.
(+) 10.200 M Top of beam level1:100 Scale1:100 Scale3950 Horizontal grid dimension1650 Horizontal grid dimension4500 Horizontal grid dimension3625 Horizontal grid dimension3575 Bottom horizontal grid dimension+26 more
p01_r31Schedule
- pile cap3Punknownreinforced concretePartial schedule row visible; schedule heading is outside crop.
- pile cap4Prectangularreinforced concreteScheduled plan size shown as 2100 X 2100.
- pile cap6Prectangularreinforced concreteScheduled plan size shown as 3450 X 2100.
- pile cap8Prectangularreinforced concreteScheduled plan size shown as 3450 X 3088.
- filled rectangular foundation symbol×3rectangularThree symbols are visible in the partial plan at right; adjacent text reads FB1.
1000 pile cap depthY10 @ 130 C/C bottom reinforcementY12 @ 150 C/C bottom reinforcement2100 X 2100 pile cap plan size1000 pile cap depthY12 @ 125 C/C top reinforcementY16 @ 125 C/C bottom reinforcement3450 X 2100 pile cap plan size+16 more
p01_r25Plan
- pile cap2PrectangularconcreteListed in pile cap schedule.
- pile cap3PconcreteSize noted AS/DRG.
- pile cap4PrectangularconcreteListed in pile cap schedule.
- pile cap6PrectangularconcreteListed in pile cap schedule.
- pile cap8PrectangularconcreteListed in pile cap schedule.
125 MM S1 thicknessY8 @ 125 C/C S1 at support, top reinforcementY8 @ 125 C/C S1 at support, bottom reinforcementY8 @ 125 C/C S1 at span, bottom reinforcement150 MM S2 thicknessY10 @ 125 C/C S2 at support, top reinforcementY10 @ 125 C/C S2 at support, bottom reinforcementY10 @ 125 C/C S2 at span, bottom reinforcement+43 more
p01_r10Section
- lift foundation / pile cap8-Prectangularreinforced concreteShown in upper foundation elevation and lower sectional detail.
400 FB4 section depth250 FB4 section width2-Y16(ALTh.) FB4 longitudinal reinforcementY8@150 C/C FB4 link reinforcement450 FB5 section depth300 FB5 section width4-Y16(ALTh.) FB5 longitudinal reinforcementY8@150 C/C FB5 link reinforcement+30 more
p01_r09Section
- pile cap8-P×1rectangularreinforced concretePile cap is shown in the foundation elevation, Section XX, and a plan fragment.
250 FB4 section width400 FB4 section depth2-Y16(ALTH.) FB4 longitudinal reinforcementY8@150 C/C FB4 stirrup reinforcement300 FB5 section width450 FB5 section depth4-Y16(ALTH.) FB5 longitudinal reinforcementY8@150 C/C FB5 stirrup reinforcement+39 more
p01_r09 foundation of liftSection
- pile cap×1rectangularShown in Section at XX and in the pile elevation; top and bottom elevations are called out.
400 FB4 section size250 FB4 section size2-Y16(ALTh.) FB4 reinforcementY8@150 C/C FB4 links450 FB5 section size300 FB5 section size4-Y16(ALTh.) FB5 reinforcementY8@150 C/C FB5 links+41 more
p01_r10 foundation section of lift shaft with pile capElevation
- pile cap×1rectangularreinforced concreteShown in the lower pile-cap section; top is called out at EL (-) 0.600 M.
400 FB4 vertical dimension250 FB4 horizontal dimension2-Y16 FB4 longitudinal reinforcementY8@150 C/C FB4 tie reinforcement450 FB5 vertical dimension300 FB5 horizontal dimension4-Y16 FB5 longitudinal reinforcementY8@150 C/C FB5 tie reinforcement+27 more
p01_r14 section through pileSection
- pile cap×1rectangularOnly a partial cap/detail is visible at the top of the section; its label is cropped.
0.000 M partial elevation label1.500 M partial pile level callout1500 vertical dimension800 vertical dimension1000 vertical dimensionY16@1500 C/C stiffener spacing7000 vertical dimension18000 vertical dimension+8 more
p01_r19 foundation of liftSection
- pile cap×1rectangularTop is identified by the callout “TOP OF PILE CAP EL (-) 0.600 M”.
(-) 0.600 M Top of pile cap elevation100 Dimension1500 Dimension75 Dimension1000 Dimension500 Dimension300 Typical spacing100 Dimension+11 more
p01_r22 framing plan of third floor beamsSchedule
- pile cap2Prectangularconcrete, grade M25Scheduled pile cap.
- pile cap3Pconcrete, grade M25Size noted as AS/DRG.
- pile cap4Psquareconcrete, grade M25Scheduled pile cap.
- pile cap6Prectangularconcrete, grade M25Scheduled pile cap.
- pile cap8Prectangularconcrete, grade M25Scheduled pile cap.
250 FB3450 FB3250 FB4400 FB4300 FB5450 FB5125 MM thicknessY8 @ 125 C/C top reinforcement at support+48 more
p01_r25 reinforcement schedule for floor beamsSchedule
- pile cap2Prectangularconcrete, grade M25Listed in pile cap schedule.
- pile cap3Pconcrete, grade M25Size stated as AS/DRG.
- pile cap4Prectangularconcrete, grade M25Listed in pile cap schedule.
- pile cap6Prectangularconcrete, grade M25Listed in pile cap schedule.
- pile cap8Prectangularconcrete, grade M25Schedule row is partially cut off at bottom of crop.
125 MM S1 thicknessY8 @ 125 C/C S1 reinforcement at support, topY8 @ 125 C/C S1 reinforcement at support, bottomY8 @ 125 C/C S1 reinforcement at span, bottom150 MM S2 thicknessY10 @ 125 C/C S2 reinforcement at support, topY10 @ 125 C/C S2 reinforcement at support, bottomY10 @ 125 C/C S2 reinforcement at span, bottom+43 more
p01_r27 section through lift stair corePlan
- pile cap3-P×1tapered trapezoidal plan with rectangular top endShown in the titled plan view.
375 horizontal dimension1350 horizontal dimension375 horizontal dimension375 vertical dimension375 vertical dimension750 overall vertical dimension1169 vertical dimension1350 sloping dimension+9 more
p01_r29 plan of pile cap marked 3 pPlan
- pile cap3-P×1tapered polygonalPlan outline has a wide rectangular upper end and tapered lower sides.
375 top horizontal dimension, left segment1350 top horizontal dimension, central segment375 top horizontal dimension, right segment375 left vertical dimension, upper segment375 left vertical dimension, lower segment750 right vertical dimension, upper portion1169 right vertical dimension, lower portion1350 sloping side dimension+5 more
p01_r31 reinforcement schedule for slab panelsSchedule
- pile cap4PrectangularPartial schedule row visible; reinforcement is shown in two columns.
- pile cap6PrectangularPartial schedule row visible; reinforcement is shown in two columns.
- pile cap8PrectangularPartial schedule row visible; reinforcement is shown in two columns.
2100 X 2100 pile cap dimensions1000 pile cap thickness/depthY12 @ 125 C/C (TOP) top reinforcement, first columnY16 @ 125 C/C (BOT.) bottom reinforcement, first columnY12 @ 125 C/C (TOP) top reinforcement, second columnY16 @ 125 C/C (BOT.) bottom reinforcement, second column3450 X 2100 pile cap dimensions1000 pile cap thickness/depth+19 more
p01_r32 roof beam layoutPlan
- pile cap3-Ptapered/trapezoidal plan fragmentOnly the lower portion of the pile-cap plan is visible at the top of the crop.
350 pile cap dimension750 pile cap width1169 pile cap overall depth6181 grid spacing1237 grid spacing3950 grid spacing1650 grid spacing1950 vertical spacing+35 more
p01_r34 dimension and reinforcement table for pile capsPlan
- pile cap / foundationP-3×4triangular / tapered polygonalFour partial P-3 foundation layouts are visible; lower portions of some are cropped.
450 Ø Diameter of pile-18.000M. Termination level6 - Y16 Reinforcement32.50 M.T. Capacity3950 Grid spacing A to C1650 Grid spacing C to D4500 Grid spacing D to F3625 Grid spacing F to G+10 more
p01_r36 plan showing column grid and marksPlan
- P-3 elementsP-3×3partial polygonal symbols with circular internal featuresOnly partial P-3 symbols are visible at the left crop edge.
3950 Grid spacing A-C1650 Grid spacing C-D4500 Grid spacing D-F3625 Grid spacing F-G3575 Grid spacing A-B4290 Grid spacing B-E2235 Grid spacing E-F3625 Grid spacing F-G+56 more
p01_r40 pile diameter termination level and capacity tablePlan
- pile cap / foundation layoutP-3×7trapezoidal or irregular polygonal plan footprintSix layouts are substantially visible; one additional P-3 layout is only partially visible along the bottom crop edge. Several are shown in rotated orientations.
- pile cap / foundation layoutP-8×1rectangular plan footprint with an internal rectangular outlineEight circular pile symbols are shown around the perimeter.
- pile cap / foundation layoutP-5×1rectangular plan footprintFour circular pile symbols are shown at the corners.
3400 grid spacing1950 grid spacing2650 grid spacing675 P-3 top horizontal dimension chain675 P-3 top horizontal dimension chain375 P-3 upper internal horizontal spacing375 P-3 upper internal horizontal spacing1919 P-3 left vertical dimension+31 more
p01_r42 pile pile cap layoutPlan
- pile capP-8×1rectangularEight dashed circular pile locations are shown within/at the perimeter of the cap.
- pileP-8×8circularDashed circular plan symbols.
- pile capP-6×1rectangularSix dashed circular pile locations are shown.
- pileP-6×6circularDashed circular plan symbols.
- pile capP-4×2square/rectangularOne complete cap and one lower cap partly cropped; each shows four dashed circular pile locations.
- pileP-4×8circularDashed circular plan symbols on the two P-4 caps.
- pile capP-3×4tapered polygonal/triangularThree caps are along grid line A and one is at lower right; each has three dashed circular pile locations.
- pileP-3×12circularDashed circular plan symbols on the four visible P-3 caps.
- pile capP-2×1rectangularNarrow rectangular cap with two dashed circular pile locations.
- pileP-2×2circularDashed circular plan symbols.
- pile cap×1rectangularPartially cropped at upper right; four dashed circular pile locations are visible.
- pile cap×1tapered polygonal/triangularPartially cropped at lower right; three dashed circular pile locations are visible.
1950 vertical grid spacing2650 vertical grid spacing2965 vertical grid spacing4125 vertical grid spacing3575 horizontal grid spacing4290 horizontal grid spacing2235 horizontal grid spacing4903 diagonal dimension+27 more
p01_r42Plan
- pile capP-8×1rectangularEight circular dashed pile locations are shown within the cap outline.
- pile capP-6×1rectangularSix circular dashed pile locations are shown within the cap outline.
- pile capP-5×1rectangularFour circular dashed pile locations are shown within the cap outline.
- pile capP-4×2squareEach visible cap has four circular dashed pile locations.
- pile capP-3×4tapered polygonalEach visible cap has three circular dashed pile locations.
- pile capP-2×1rectangularTwo circular dashed pile locations are shown within the cap outline.
- pile capP-×1tapered polygonalPartial pile cap at the right crop edge; tag is partial.
375 horizontal pile/cap layout dimension1350 horizontal pile spacing1350 horizontal pile spacing375 horizontal pile/cap layout dimension375 vertical pile/cap layout dimension1169 vertical pile spacing1169 vertical pile spacing375 vertical pile/cap layout dimension+45 more
p01_r19Section
- pile cap×1rectangularreinforced concreteShown below the tie beam with top level called out.
(-) 0.600 M Top of pile cap elevation100 P.C.C. thickness100 P.C.C. thickness75 B.F.S. thickness100 P.C.C. thickness75 B.F.S. thickness100 Vertical dimension1500 Vertical dimension+14 more
p01_r27Plan
- pile cap3-P×1tapered trapezoidal/rectangular planPlan view with a wider rectangular top end and tapered sides to a narrower bottom end.
375 top horizontal pile-cap dimension1350 top horizontal pile-cap dimension375 top horizontal pile-cap dimension375 left vertical pile-cap dimension375 left vertical pile-cap dimension750 right vertical pile-cap dimension1169 right vertical pile-cap dimension1350 sloping pile-cap side dimension+14 more
p01_r29Plan
- pile cap3-P×1tapered trapezoidal/rectangular planreinforced concretePlan outline shown with a wider rectangular top end and tapered sides to a 750-wide bottom end.
375 horizontal dimension1350 horizontal dimension375 horizontal dimension375 vertical dimension375 vertical dimension750 vertical dimension1169 vertical dimension1350 sloping dimension+5 more
p01_r34Plan
- pile capP-3×4polygonal / tapered triangular plan formsFour pile-cap outlines are visible; the plan orientation/form varies between shown instances.
400KG/M minimum cement content in concrete450 Ø diameter of pile-18.000M. termination level6 - Y16 reinforcement32.50 M.T. capacity3950 grid spacing A to C1650 grid spacing C to D4500 grid spacing D to F+11 more
p01_r14Section
- pile caprectangular, partialOnly partial pile-cap outlines/callouts are visible at the top of the section.
(+) 0.000 M E.G.L.600 M PILE CAP(-) 1.500 M TOP OF PILE EL100 PILE CAP1500 vertical dimension800 vertical dimension7000 vertical dimension18000 vertical dimension+19 more
p01_r40Plan
- three-pile foundation layoutP-3×7polygonal/triangular outline with three circular pile symbolsSeven layouts are visible; the lower-left layout is only partially within the crop and some repeated layouts have no fully visible tag.
- five-pile foundation layoutP-5×1rectangular outline with five circular pile symbols
- eight-pile foundation layoutP-8×1rectangular outline with circular pile symbols around the perimeterA further similar rectangular layout is partially visible along the lower crop edge but is not tagged in the visible area.
- circular pile symbolsP-3×19circular, dashedVisible pile symbols associated with the P-3 layouts; count includes partially cropped symbols only where visible.
- circular pile symbolsP-5×5circular, dashed
- circular pile symbolsP-8×8circular, dashedEight pile symbols are visible in the tagged P-8 layout.
3400 vertical grid spacing1950 vertical grid spacing2650 vertical grid spacing675 horizontal spacing675 horizontal spacing375 horizontal spacing375 horizontal spacing375 vertical spacing+33 more
p01_r22Schedule
- pile cap2Prectangularconcrete, grade M25Scheduled size is 2100 X 750.
- pile cap3Pconcrete, grade M25Size is stated as AS/DRG.
- pile cap4Prectangularconcrete, grade M25Scheduled size is 2100 X 2100.
- pile cap6Prectangularconcrete, grade M25Scheduled size is 3450 X 2100.
- pile cap8Prectangularconcrete, grade M25Scheduled size is 3450 X 3088.
- plan itemP-3partialPartial plan fragments at the bottom of the crop show P-3 callouts, pile circles, and central solid rectangular features.
250 FB3 schedule value450 FB3 schedule value2-Y16 +2-Y16 FB3 reinforcement2-Y16 FB3 reinforcement2-Y16 FB3 reinforcement2-Y16 FB3 reinforcement250 FB4 schedule value400 FB4 schedule value+64 more