silo pool design process - |...
TRANSCRIPT
REVIGLASS MOSAICS
T +27 21 448 0607 | F +27 21 448 4622 | [email protected] | www.pudlo.co.za | 93 Durham Avenue, Salt River, 7925, Cape TownDirectors: H.G.P. Brownell N.B. De Freitas M.G. De Freitas Company Registration No: 65/009039/07 VAT No: 4950103772
Notes:
Do not scale from this drawing.All dimensions are in mm unless otherwise stated.This drawing is to be read in conjunction with all relevant Architectural,Civil/Structural andService Engineer's drawings & specifications.These drawings are “best fit” to the existing historical structure, but are expected to vary fromthe actual dimensions on site. In some cases expected variances exceed normal constructiontolerance (please refer to surveys).Where there are minor discrepancies (within normal construction tolerance) the contractor isexpected to proceed with reference to local Gridlines, which are centred on structure.Discrepancies greater than 50mm are to be referred back to the professional team fordirective.At all times minimum distances and component sizes are to be maintained (eg: structuralopenings for doors or services, passage widths, etc.)
Job No. Drawing No. Revision
Copyright C
Issue Status
Project Title
Drawing Title
Scale @ A1 Date Drawn Checked Approved
Rick BrownAssociates
35-on-rose, rose streetCape Town, 8001po box, 8073,roggebaai 8012
T +27 (0)21 481 1099F +27 (0)21 481 1098E [email protected]
For Construction1.2.3.
4.
BAH(91)111330109/10/15 MK MLB
GRAIN SILO HOTEL FITOUT
Pool - 3D Views
Pool - Perspective View 1Pool - Isometric 3D - 2.
Pool - Isometric 3D - 1.
Rev. Date Description Drn. Chkd. Appd.
1 2015.09.10 Pool - For Tender MK XX
2 2015.09.23 Pool - For Tender XX
A 2015.12.01 Pool - For Construction MK XX
B 2016.01.26 Pool - Redesigned - For Construction MK XX
Level 011
60010.0
20
01
00
0
6805
water line 1.1m deep
2
3
1
4
200 325 355
100 255
50
45
07
50
12
50
20
02
50
37
53
75
Full heightFramelessGlass wall byspecialist Frameless
Glass wall50 x 50 APPIANI Mosaic (Tile specification & layout to be confirmed by client)
11
00
12
00
50mm Concrete coping stone
50
15
0
30
0
Dips board 50mm,Bituminous Torch-on Polyglass Evolight2 layers, 3mm + 4mm,Screed 50mm Average [Min. 25mm to max. 75mm)
200mm Secondary Concrete structure to Enginners detail
Glass upstand to specialist
400Engineer to commenton structure upstandhegiht and width
20
01
00
600
30
09
00
10
0
40
80
Level 011
60010.0
G2 G1
water line 1.1m deep
55
02
00
25
02
00
50
1200 3457
Stainless Steel Balustrade Grade 316
50mm Concrete coping stone
50 x 50 APPIANI Mosaic (Tile specification &layout to be confirmed by client)
20
0
30
0
Dips board 50mm,Bituminous Torch-on Polyglass Evolight2 layers, 3mm + 4mm,Screed 50mm Average [Min. 25mm to max. 75mm)
200mm Secondary Concrete structure to Enginners detail
10
0
Glass upstand to specialist
10
00
20
0
Setting out for balustradeto specialist's requirement
Setting out for balustradeto specialist's requirement
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
Site measure required
300
10
00
10
00
11
75
Site measure required
1813
Site measure required
1767
13
AH(91)110
20
40
30
0
GF GG
50 x 50 APPIANI Mosaic (Tile specification & layout to be confirmed by client)
9504775300300250950
50
20
02
50
45
0
80
0
50mm Concrete coping stone
50
10
0
Dips board 50mmBituminous Torch-on Polyglass Evolight2 layers, 3mm + 4mmScreed 50mm Average [Min. 25mm to max. 75mm)
200mm Secondary Concrete structure to Enginners detail
5050
11
AH(91)110
20
01
00
30
0
12
50 9
00
Level 011
60010.0
GD GF
GG
GKGH
water line 1.1m deep
50 x 50 APPIANI Mosaic (Tile specification & layout to beconfirmed by client)
37
5
35
0
25
03
75
200
50mm Concrete coping stone
Stainless Steel Balustrade Grade 316
50mm Concretecoping stone
25
015
0
20048177972536003925600250800
50
20
01
00
0
50
20
01
00
02
00
10
0
Dips board 50mm,Bituminous Torch-on Polyglass Evolight2 layers, 3mm + 4mm,Screed 50mm Average [Min. 25mm to max. 75mm)
200mm Secondary Concrete structure to Enginners detail
EQEQ
Setting out for balustradeto specialist's requirement
EQ EQ EQ EQ EQ EQ EQ EQEQ EQ
Setting out for balustradeto specialist's requirement
EQEQ EQEQ
Site measure required
3486
Site measure required
1825
Site measure required
300
EQ EQ
Setting out for balustradeto specialist's requirement
EQEQEQEQEQEQ EQEQ
Setting out for balustradeto specialist's requirement
EQ EQEQ EQ 150150
Site measure required
300
Site measure required
1819
Site measure required
3477
10
00
11
75
11
75
320
40
80
G3 G3
G2 G2
G1 G1
GD GF GG GK
GK
GH
Pool SectionA
Pool SectionA
Pool SectionB
Pool SectionB
Pool SectionC
Pool SectionC
Pool SectionD
Pool SectionD
10
0
32
5
10
0
25
5
Swimming pool lighting
Pool pump
Martini Seat
3925mm wide Full Height Glass Wall
Swimmingpool lighting
Martini Seat
950 250 600 4525 250 950
300 3925
20
52
20
04
25
42
52
00
20
52
60
0
POOL
Bubbles
Landscaped Stairs
(With Martini Seatincorporated)
300mm Glass Infinity Edge/Strip (All Around)
Stainless Steel Balustrade Grade 316
Stainless Steel Balustrade Grade 316
200 16868 200
17068
27
52
27
52
All Safety equipments must beinstalled on face of concrete wall
(Final location for equipmentsconfirm by specialist)
Pool SectionE
Pool SectionE
Swimmingpool lighting
38
55
557160
60
Pool SectionF
Pool SectionF
Pool SectionG
60
60
38
42
5586
50
16
57
11
00
40
0
750 250
40
01
10
0
20
01
00
0
20
0
50
1400 200 2396 250
1355
5
305
5
305
5
305
5
305
5
305
5
305
5
305
5
305
5
305
5
310
5
300
1 2 3 4 5 6
305
5
305
5
305
5
305
5
305
5
305
5
305
5
305
5
305
5
30510640
16
75
33
0
5
33
0
5
33
0
5
33
0
5
33
0
5
33
0
5
33
0
5
33
0
5
33
0
5
33
0
5
30.00°
30.00
° 30.0
0°
10
00
25
0
1000 250
12
50
1781 935 625 935 625 620 935 625 935 1781
67
01
00
11
03
0
10
30
10
01
67
0
10
00
Skimmer box
200
225
2791 220 1256 509
12
AH(91)110
Signage on precastconcrete panel
Signage on precastconcrete panel
Signage on precastconcrete panel
Ø75mm RWDP(Use existing sleeve)
Offset fullbore side outlet
Ø75mm RWDP(Use existing sleeve)
Offset fullbore side outlet410
35
0 50
0
2786
11
8
ACO Self Euroline (38700) - withgalvanised slotted grating
118mm wide by 100mm deep
51
54
75
150mm high bund wall
Ø56mm Drainage150mm high Bund wall
Ø56mm Drainage
Inside face ofconcrete wall(Refer to Structuralengineer's drawing)
Inside face of concretewall(Refer to Structuralengineer's drawing)
20
01
00
0
G2 G1
L 11
60010
G1G2
water line 1.1m deep
50mm Concrete coping stone
Screed to fall,Dips board 100mm,Dips board 50mm,Bituminous Torch-on Polyglass Evolight2 layers, 3mm + 4mm,Screed 50mm Average [Min. 25mm tomax. 75mm)
200mm Secondary Concrete structure to Enginners detail
Glass upstand to specialist
11
00
1000 200 600
1200 600
2050 200
90
03
00
10
02
00
10
00
20
05
0
L 11
60010
G1G2
L 11
60010
G1G2
L 11
60010
G1G2
50
118
40
80
40
80
20
01
00
0
14
AH(91)110
200 5 990 5
70 x 70 Steel angle
27
151
5
30
neoprene
Reinforcement
Steel Tray below Precast concrete panel
20
Reinforcement
Steel Tray below Precast concrete panel
27
3 30
Neoprene
70 x 70 Steel angle
50mm Ø Brushed Stainlesssteel round handrail
Brushed stainless steel cover platefixing to sub-contractor detail
Drill & Epoxy by specialist'srequirements.
60 50
934
25
0
65mm high - Gotham Light font Precast concretecopping stone
Level 011
60010.0
G1
ACO Self Euroline (38700) -with galvanised slottedgrating 118mm wide by100mm deep.
118
Site measure required
18
67
7
RWDP from grid line
500
75Ø75mm RWDP (Use existingsleeve) refer to AH(13)110 Rev D
GRIGIO CEMENTO tileStainless steel316 channelcover tospecialist detail
Glass upstandto specialist
40 160
80
Notes:
Do not scale from this drawing.All dimensions are in mm unless otherwise stated.This drawing is to be read in conjunction with all relevant Architectural,Civil/Structural andService Engineer's drawings & specifications.These drawings are “best fit” to the existing historical structure, but are expected to vary fromthe actual dimensions on site. In some cases expected variances exceed normal constructiontolerance (please refer to surveys).Where there are minor discrepancies (within normal construction tolerance) the contractor isexpected to proceed with reference to local Gridlines, which are centred on structure.Discrepancies greater than 50mm are to be referred back to the professional team fordirective.At all times minimum distances and component sizes are to be maintained (eg: structuralopenings for doors or services, passage widths, etc.)
Job No. Drawing No. Revision
Copyright C
Issue Status
Project Title
Drawing Title
Scale @ A1 Date Drawn Checked Approved
Rick BrownAssociates
35-on-rose, rose streetCape Town, 8001po box, 8073,roggebaai 8012
T +27 (0)21 481 1099F +27 (0)21 481 1098E [email protected]
For Construction1.2.3.
4.
Asindicated
IAH(91)11033012015.07.07 MK
GRAIN SILO HOTEL FITOUT
Level 11 - Pool - Plan & Section
1 : 25
Pool Section A1
1 : 25
Pool Section B2
1 : 25
Pool Section C3
1 : 25
Pool Section D4
1 : 50
Callout of Level 011 - Layout5
1 : 25
Pool Section E6
Rev. Date Description Drn. Chkd. Appd.
A 2015.12.01 Pool - For Construction MK XX
B 2016.01.26 Pool - Redesigned - For Construction MK XX
C 2016.01.29 Pool - For Construction MK XX
D 2016.07.05 Pool - Level 11 - Omitted warm pool - For Construction MK XX
E 2016.08.23 Pool - Level 11 - Balustrade setting out - For Construction MK XX
F 2016.09.05 Pool - Level 11 - Pool Pump & precast concrete panels updated- For Construction
MK XX
G 2016.09.09 Pool - Text on Precast concrete copping stone - ForConstruction
MK XX
H 2016.09.29 Level 11 Pool - Drain channel detail & floor build up MK XX
I 2016.10.24 Pool - chamfered pool wall MK XX
NOTE : BALUSTRADE TO BE SITE MEASUREDPRIOR TO MANUFACTURER
1 : 10
Pool Section F7
1 : 10
Pool Section G9
1 : 5
Pool Section C - Callout 111
1 : 10
Copping Stone Detail12
1 : 10
Pool Section B - Callout 113
1 : 10
Pool Section E - Callout 114
Silo pool design process
REVIGLASS MOSAICS
T +27 21 448 0607 | F +27 21 448 4622 | [email protected] | www.pudlo.co.za | 93 Durham Avenue, Salt River, 7925, Cape TownDirectors: H.G.P. Brownell N.B. De Freitas M.G. De Freitas Company Registration No: 65/009039/07 VAT No: 4950103772
REVIGLASS MOSAICS
T +27 21 448 0607 | F +27 21 448 4622 | [email protected] | www.pudlo.co.za | 93 Durham Avenue, Salt River, 7925, Cape TownDirectors: H.G.P. Brownell N.B. De Freitas M.G. De Freitas Company Registration No: 65/009039/07 VAT No: 4950103772