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Structural Plans 20220173 - 10 Natasha Structural Issue 190123 · OPW22/0299
Plans and drawings: the text below has words only, no drawings.
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PIER PIER PIER
NOTE: ℄ ℄ ℄
PROVIDE STARTER BARS
PIER PIER PIER FOR BLOCK WALLS
℄ ℄ ℄
NOTE:
300
PROVIDE STARTER BARS
FOR BLOCK WALLS
PIER
255
℄
900
PIER
℄
PILE UNDER TYP
PILE UNDER TYP
PIER
1300
℄
REINF "C" TOP
REINF "C" TOP
REINF "B" BTM
REINF "B" BTM
2090
2600
1400
3200
PIER
℄
REINF "A" BTM
REINF "D" TOP
REINF "A" BTM
REINF "D" TOP
1300
PIER
℄
PIER
℄
255
900
PIER
℄
260 2090 2090 260
300
4700
255 845 845 255
SCHEMATIC PILE CAP PLAN - PC1 2200
SCALE 1 : 20
SCHEMATIC PILE CAP PLAN - PC5
SCALE 1 : 20
NOTE: PILE CAP
STARTER BARS AND HOLD PIER ℄ PIER
INSTALL STARTER BARS FOR WALL OVER OR DOWN BOLTS OMITTED
℄ ℄
H.D. BOLTS FOR STEEL COLUMN OVER AS FOR CLARITY 250 250
REQUIRED. NOT SHOWN FOR CLARITY
PILE UNDER TYP
REFER
SCHEMATIC PILE HEAD PIN AND EMBEDMENT DESIGNED NOTE: PILE CAP
250
CAP PLAN AND CERTIFIED BY PILING CONTRACTOR STARTER BARS AND HOLD
DOWN BOLTS OMITTED
PIER
REINFORCEMENT 'D'
℄
FOR CLARITY
GRATING AND RECESS TO LIFT TOP OF FTG DOWEL
REINF "A" BTM
REINF "D" TOP
MANUFACTURER'S DETAIL RL VARIES
PILE CAP
LENGTH
PILE CAP DETAILS FOR REINFORCEMENT
REINF "A" BTM
REINF "D" TOP
300
LENGTH
℄
LOCALLY DISPLACE REINFORCEMENT PILE UNDER
REINFORCEMENT 'C'
DEPTH
300 TYP.
PIER
REFER
DOWEL
PLAN
℄
250
REINFORCEMENT 'B'
150 MIN.
N16-150 REINF "B" BTM REINF "B" BTM
REINFORCEMENT 'A'
REINF "C" TOP REINF "C" TOP
WIDTH (xLENGTH)
WIDTH WIDTH
TYPICAL LIFT SUMP DETAIL STEEL SCREW
PILES TO BE DESIGNED BY
CONTRACTOR WITH REFERENCE
SCALE 1:20 PILE. REFER PLAN FOR TO THE GEOTECHNICAL REPORT
DETAILS TO ACHIVE THE GIVEN PILE LOAD SCHEMATIC PILE CAP PLAN - PC4 SCHEMATIC PILE CAP PLAN - PC2 & PC3
SCALE: NTS SCALE: NTS
PILE CAP SCHEDULE
DIMENSIONS REINFORCEMENT
MARK LENGTH WIDTH DEPTH 'A' 'B' 'C' 'D'
PC1 4700 2600 450 N16-250 U-BARS N16-250 U-BARS N16-250 U-BARS N16-250 U-BARS
PC2 1800 1100 450 N16-250 U-BARS N16-250 U-BARS N16-250 U-BARS N16-250 U-BARS
PC3 1100 1100 450 N16-250 U-BARS N16-250 U-BARS N16-250 U-BARS N16-250 U-BARS
PC4 1100 600 450 N16-250 U-BARS N16-250 U-BARS N16-250 U-BARS N16-250 U-BARS
PC5 3200 2200 450 N16-250 U-BARS N16-250 U-BARS N16-250 U-BARS N16-250 U-BARS
TYPICAL PILE CAP DETAIL
SCALE 1:20
200mm 0 200 400 600 800
1 :20
Client Status Title
MARK BAIN TYPICAL SLAB AND FOOTING DETAILS - SHEET 2
Drawn By Designed By Approved By
Author Designer Approver
Project No. Discipline Scale
[email protected] 20220173 1 : 20 (at A1)
Project Name
37 MARY ST NOOSAVILLE, QLD Drawing No. Revision
1 04.11.22 ISSUE FOR INFORMATION JAL JO NOOSA VILLAS
07 5211 1003 S021 1
Rev Date Description By Chk 10 NATASHA AVE & 24 KATHARINA ST, NOOSA HEADS QLD
FULL SIZE ON ORIGINAL 0 10 20 30 40 50 60 70 80 90 100 mm
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