Drawings - Peak Engineering and Construction Ltd
Drawings - Peak Engineering and Construction Ltd
Drawings - Peak Engineering and Construction Ltd
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A<br />
B<br />
C<br />
D<br />
N<br />
1070<br />
1 2 3 4 5 6<br />
FILTER AND<br />
TANK AREA<br />
0553-001<br />
TYP<br />
125<br />
AL L75x75x6<br />
SHELF ANGLE<br />
ALL AROUND,<br />
BEAM CONN, SEE<br />
EXISTING TYP<br />
0514-056<br />
CONC CURB<br />
A SECTION<br />
1:30<br />
B<br />
-<br />
0514-056<br />
TYP<br />
SIDE MOUNTED AL RAILING<br />
BOTH SIDES SEE ARCH<br />
SPECIFICATION AND<br />
, TYP<br />
0552-817<br />
PROVIDE NEW POSTS AT<br />
END OF MODIFIED RAILING<br />
TYP BOTH SIDES<br />
AL W150x18<br />
CONN SEE,<br />
SECOND FLOOR PART PLAN<br />
NTS<br />
REMOVABLE<br />
600 SECTION<br />
AL L75x75x6<br />
ON 3 SIDES OF<br />
REMOVABLE<br />
SECTION<br />
SIDE MOUNTED AL RAILING<br />
BOTH SIDES SEE ARCH<br />
SPECIFICATION AND<br />
, TYP<br />
0552-817<br />
EXISTING AL RAILING<br />
TO BE REMOVED AND<br />
MODIFIED<br />
ALUMINUM TOEBOARD<br />
EXISTING TOC<br />
AL L75x75x6 AL L75x75x6<br />
A<br />
-<br />
AL L75x75x6<br />
AL W150x18<br />
T.O. GRATING<br />
EL 297.85<br />
AL W150x18<br />
AL L75x75x6<br />
1900<br />
EXISTING TOC<br />
EXISTING TOC<br />
AL L75x75x6<br />
AL L75x75x6<br />
150<br />
2300<br />
150<br />
44mm THICK<br />
AL GRATING<br />
0553-001<br />
EXISTING<br />
AL RAILING<br />
E<br />
DESIGN<br />
SUPERIMPOSED<br />
LL=7.5 kPa<br />
ALUM RAILING CONTINUOUSLY<br />
WELDED TO 12mm ALUM PLATE<br />
44mm THICK<br />
AL GRATING<br />
0553-001<br />
T.O. GRATING<br />
EL 297.85<br />
AL W150x18<br />
CONN SEE,<br />
0514-056<br />
TYP<br />
N<br />
CUT AND REMOVE EXISTING<br />
CURB AND RAILING.<br />
GRIND DOWN AT LEAST<br />
25mm BELOW SLAB. FILL THE<br />
HOLES WITH NON SHRINK<br />
NON FERROUS GROUT. MATCH<br />
SURFACE FINISH WITH EXISTING<br />
EXISTING AL RAILING<br />
PORTION TO BE<br />
MODIFIED<br />
150 x 150 x 12mm THICK<br />
ALUMINUM PLATE ANCHORED<br />
TO EXIST WALL WITH<br />
4-16M 304 STAINLESS STEEL BOLTS<br />
COMPLETE WITH HILTI RE 500<br />
ADHESIVE A325<br />
B SECTION<br />
1:30<br />
E<br />
A<br />
-<br />
1200 MAX<br />
42.16 DIAMETER SCHEDULE 40<br />
ALUMINUM RAILS, TYP<br />
42.16 DIAMETER SCHEDULE 80<br />
ALUMINUM POSTS, TYP<br />
T/O FIN FLOOR<br />
OR PLATFORM<br />
150 x 150 x 12mm THICK<br />
2205 STAINLESS STEEL PLATE<br />
NTS<br />
MIN BEARING<br />
DIMENSION, SEE NOTE 10<br />
16mm DRILL-IN ANCHORS<br />
@ 450mm CENTERS,<br />
200mm EMBEDMENT AND<br />
AT ENDS, TYP<br />
150<br />
150<br />
EQUAL EQUAL<br />
981<br />
200<br />
125<br />
MIN 150<br />
B<br />
-<br />
DETAIL-A<br />
30 30<br />
SECTION-B<br />
SIDE MOUNTED GUARD ON CONCRETE<br />
NTS<br />
125mm x 6mm CONTINUOUS<br />
ALUMINUM TOE-BOARD<br />
GRATING<br />
BEARING BAR<br />
GRATING<br />
THICKNESS<br />
ATTACH GRATING TO<br />
ANGLE WITH CLAMP<br />
AS SPECIFIED<br />
AL L75x75x6<br />
1.<br />
2.<br />
3.<br />
4.<br />
5.<br />
6.<br />
7.<br />
0552-817<br />
GENERAL NOTES:<br />
50<br />
5<br />
5<br />
304 SST COUNTERSUNK<br />
SELF DRILLING FASTENERS<br />
DRIVEN INTO ROD MIN 10mm<br />
(4 PER POST)<br />
6mmTHICK SST SETTING RING<br />
CONT WELDED TO SST ROD<br />
31.75mm DIAMETER 2205 STAINLESS<br />
STEEL ROD WELDED TO 12 mm<br />
2205 STAINLESS STEEL PLATE ANCHORED<br />
TO CONCRETE WALL WITH 4-16M<br />
304 STAINLESS STEEL BOLTS<br />
C/W HILTI RE 500 ADHESIVE A325<br />
NOTE:<br />
MINIMUM YIELD STRENGTH OF SST ROD<br />
AND PLATE TO BE 450 KPa. WELD ROD<br />
AND PLATE WITH A FILLER METAL OF<br />
MATCHING OR GREATER YIELD STRENGTH<br />
31.75mm DIAMETER 2205 STAINLESS<br />
STEEL ROD WELDED TO 12 mm<br />
2205 STAINLESS STEEL PLATE ANCHORED<br />
TO CONCRETE WALL WITH 4-16M<br />
304 STAINLESS STEEL BOLTS<br />
C/W HILTI RE 500 ADHESIVE A325<br />
GRATING SHALL BE LIGHT DUTY GRATING UNLESS OTHERWISE<br />
NOTED ON DRAWINGS.<br />
FOR SERRATED BEARING BARS, INCREASE GRATING THICKNESSES<br />
SHOWN IN TABLES BY 6mm.<br />
8. BAND ALL EDGES. MATCH DEPTH OF BEARING BAR.<br />
9.<br />
GRATING SPAN SEE PLAN.<br />
STANDARD ALUMINUM GRATING<br />
INDIVIDUAL GRATING SECTIONS SHALL NOT EXCEED 900mm IN WIDTH<br />
OR WEIGH MORE THAN 34 kg, UNLESS INDICATED OTHERWISE.<br />
SHOP DRAWINGS BASED ON FIELD DIMENSIONS SHALL BE SUBMITTED<br />
TO THE ENGINEER PRIOR TO FABRICATION.<br />
METAL SUPPORTS THAT ARE TO BE EMBEDDED IN CONCRETE SHALL<br />
BE TYPE 316 STAINLESS STEEL.<br />
BEARING BAR THICKNESS FOR GRATING TO BE 5mm MINIMUM.<br />
SEE SPECIFICATIONS FOR SPACING OF BEARING AND CROSS BARS.<br />
THE HORIZONTAL CLEARANCE BETWEEN THE GRATING AND<br />
GRATING SUPPORTS SHALL NOT BE LESS THAN 6mm NOR<br />
GREATER THAN 13mm.<br />
10. FOR MIN BEARING HORIZONTAL DIMENSION = 25mm.<br />
0553-001<br />
FILENAME: 000-S-2001.dgn<br />
PLOT DATE: 2012\07\25 PLOT TIME: 6:16:12 PM<br />
DISTRICT M UNICIPALITY<br />
DATE<br />
PROJ<br />
DWG<br />
OF M USKOKA<br />
SHEET<br />
FAIRYVIEW W ATER TREATMENT PLANT<br />
STRUCTURAL<br />
NTS<br />
MB<br />
07/2012 ISSUED FOR TENDER<br />
AT<br />
0<br />
PHASE I UPGRADES<br />
SECOND FLOOR PLATFORM<br />
PART PLAN, SECTIONS, AND DETAILS<br />
VERIFY SCALE<br />
BAR IS 25mm ON<br />
APVD<br />
BY<br />
REVISION<br />
DATE<br />
NO.<br />
CONTRACT 12-432-253<br />
ORIGINAL DRAWING.<br />
0 25 MM<br />
APVD<br />
CHK<br />
DSGN DR<br />
AT<br />
AT NA<br />
RP<br />
2012/07/27<br />
424251<br />
000-S-2001<br />
01of62 CH2M HILL 2012. ALL RIGHTS RESERVED.<br />
c<br />
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF<br />
CH2M HILL AND IS NOT TO BE USED, IN W HOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE W RITTEN AUTHORIZATION OF CH2MHILL.<br />
REUSE OF DOCUMENTS:<br />
ISSUED FOR TENDER
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