DN600 ACCESS MANWAY M
[9385 EXPANDED INSIDE TANK DIA.]
TANK PLAN VIEW
2657 FROM TOP OF CONCRETE TO TANK EAVE TOP OF CONCRETE
L75X75X6 TOP ANGLE
580
ELEVATION 9379
ROOF SHEET PURLIN
B1 AIR VENT
A1 HATCH ACCESS
TANK TOP VIEW WITH TROUGH DECK
SEALANT MASTIC BETWEEN PLATES AND FILLETED OVER EDGES
SECTION ON PLATE JOINT OUTSIDE INSIDE PROTECTIVE
PLASTIC NUT CAP
NOT TO SCALE.
9379
[9385 EXPANDED INSIDE TANK DIA.]
DN600 ACCESS MANWAY M
1/2" UNC SILO BOLT C/W PLASTIC CAPPED HEAD 2657 FROM TOP OF CONCRETE TO TANK EAVE
TOP OF CONCRETE
9379
SECTION THROUGH 'A-A'
9379 195
Pemimpin Tim Dibuat Oleh :
Diperiksa Oleh PEMBERI TUGAS :
PAKET PEKERJAAN :
PENYEDIA JASA :
KONTRAKTOR :
SUBJEK GAMBAR :
Skala
No. Gambar
Jumlah Gambar
No. Referensi KETERANGAN :
Tanggal :
Digambar oleh Diperiksa oleh -
NAMA GAMBAR :
07 01
APPROVAL DRAWING
Tenaga Ahli
2852 FROM BOTTOM ANGLE TO TANK EAVE
TANK STRETCH-OUT
VIEWED FROM OUTSIDE TANK
BOTTOM ANGLE
TOP OF CONCRETE TOP ANGLE L75X75X6
DN600 ACCESS MANWAY
195 M
Pemimpin Tim Dibuat Oleh :
Diperiksa Oleh PEMBERI TUGAS :
PAKET PEKERJAAN :
PENYEDIA JASA :
KONTRAKTOR :
SUBJEK GAMBAR :
Skala
No. Gambar
Jumlah Gambar
No. Referensi KETERANGAN :
Tanggal :
Digambar oleh Diperiksa oleh -
NAMA GAMBAR :
07 02
APPROVAL DRAWING
Tenaga Ahli
BOLT FIXING DETAIL-ANCHOR BOLT ANGULAR DISTANCE, CHORD AND RADIUS
FOUNDATION DETAILS ARE INDICATIVE ONLY
NOT FOR CONSTRUCTION
12.0"
(305 mm) SLOT WIDTH
4.0"
(102 mm)
8.0"(203 mm)SLOT DEPTH
3" (76 MM) CLEAR
2" (51 MM) CLEAR - FORMED FOOTING, OTHERWISE 3" (76 MM) TYP. CLEAR
* SEAL STRIP
ROUGHEN CONCRETE SURFACE OF BOTH SIDES OF SLOT TO 1/4"
AMPLITUDE AND APPLY BONDING AGENT TO BOTH SIDES AND BOTTOM OF SLOT PRIOR TO PLACING GROUT
* FOUNDATION ANGLE (1) PER SHEET (3"x2.5"x0.25")
* FULL STARTER SHEET
* SEAL STRIP
* BENTONITE STRIP ( ) REQUIRED
REBAR EXCLUSION ZONE 8" X 8" (203mm X 203mm)
* ANCHOR RODS TO SUPPORT REBAR (2) PER SHEET
1.0" (25.4mm) PVC DRAIN PIPE (1) PER EVERY (3) SHEETS EQUALLY SPACED MIN. (3) REQUIRED NON-SHRINK, NON-METALLIC CEMENTIOUS GROUT WITH MIN. 28 DAY COMPRESSIVE STRENGTH OF 7000 PSI. PROVIDE COMPLETE GROUTING BELOW ANGLE AND BETWEEN SHIM STACKS.
# SLOT CIRCUMFERENTIAL REBAR ( ) BUNDLED BARS
# FLOOR CIRCUMFERENTIAL REBAR ( ) RING, SPLICE:
* REBAR SUPPORT CLIP (2) PER SHEET
SHIM STACKS (1 EA. SIDE OF ALL ANCHORS BOLTS) MIN. 1/8" THICKNESS. SEE NOTE 4
6"152mm GRADE LEVEL
FLOOR LEVEL
SECTION THROUGH FOOTING SLOT MOUNT.
195mm
EXPANDED INSIDE TANK DIA 9385MM
BOLT ANGLE
BOLT CHORD
SHEET ANGLE
1350
1350
1350
972
PRIMARY VERTICAL SEAM ANCHOR BOLT 5/8" ANCHOR BOLTS - ( 3 ) PER SHEET
CIM AT PERIMETER OF SLAB (24"), OVER SLOT AND 12" UP TANK WALL.
