Allow 90KG/m
Reinforcement
Ground Beam
.
ISSUE
TENDER
SECTION C-C
Scale 1:10
SECTION A-A
Scale 1:10 SECTION B-B
Scale 1:10
SECTION D-D
Scale 1:10
DETAIL 1
Scale 1:10
.
ISSUE
TENDER
LINTEL SCHEDULE
(CORUS CATNIC OR SIMILAR APPROVED)
REFERENCE
ARCHITECT'S 611545 110
LINTEL LENGTH (mm)
W01 HEAD FIXING 1030
W02 C9 / 90 / 100 1875
W03 C9 / 90 / 100 1875
W04 C9 / 90 / 100 1875
W05 C9 / 90 / 100 1875
W06 C9 / 90 / 100 1875
W07 C9 / 90 / 100 1030
W08 C9 / 90 / 100 3525
EX01 C9 / 90 / 100 2300
EX02 C9 / 90 / 100 1310
EX03 C9 / 90 / 100 1310
NOTE: ALL INTERNAL LINTELS TO BE 100x75 PRE-STRESSED CONCRETE,
PROVIDE MINIMUM 100mm END BEARING.
Approx. Existing GRD Profile
Approx. Existing GRD Profile
Approx. Existing GRD Profile
Approx. Existing GRD Profile
.
ISSUE
TENDER

611565S01B 02A & 03B

  • 1.
  • 2.
    SECTION C-C Scale 1:10 SECTIONA-A Scale 1:10 SECTION B-B Scale 1:10 SECTION D-D Scale 1:10 DETAIL 1 Scale 1:10 . ISSUE TENDER LINTEL SCHEDULE (CORUS CATNIC OR SIMILAR APPROVED) REFERENCE ARCHITECT'S 611545 110 LINTEL LENGTH (mm) W01 HEAD FIXING 1030 W02 C9 / 90 / 100 1875 W03 C9 / 90 / 100 1875 W04 C9 / 90 / 100 1875 W05 C9 / 90 / 100 1875 W06 C9 / 90 / 100 1875 W07 C9 / 90 / 100 1030 W08 C9 / 90 / 100 3525 EX01 C9 / 90 / 100 2300 EX02 C9 / 90 / 100 1310 EX03 C9 / 90 / 100 1310 NOTE: ALL INTERNAL LINTELS TO BE 100x75 PRE-STRESSED CONCRETE, PROVIDE MINIMUM 100mm END BEARING.
  • 3.
    Approx. Existing GRDProfile Approx. Existing GRD Profile Approx. Existing GRD Profile Approx. Existing GRD Profile . ISSUE TENDER