1532 base plan
DESCRIPTION
dxTRANSCRIPT
B
4
A
31 2
C
Tekl
a S
truct
ures
BASE TYPE QTY HD BOLTS WASHER PLTS PROJ EMBEDMENT GROUT
PROJECTION
GROUT
TYPICAL HD BOLT ELEVATION
EMBEDMENT
WASHER PLATESQUARE HOLES
BP1 20 Ø20*450Lg 8.8SQSQOX 25350100FLT10*100*100
PERMITTED DEVIATION FOR FOUNDATIONS:
1. Permanent master guidelines and datums to be established by the Main
NOTES:
3. Bases, excavations and the site to be kept clear of standing water.
5. The Permitted plan deviations of erected components demand the overall length / width for buildings up to 30m shall be within 20mm. For buildings in excess of 30m, the deviation shall be 20mm +0.25mm/m
The set out of the overall master grid lines should make due allowance for the above.
(L-30), where 'L' is length in metres.
2. All setting out to be with a steel tape.
4. Top of concrete to be smooth and level.
Contractor and maintained throughout the erection programme.
B
DA
B = +0 to -30mmC = 20mm
A = +25mm to -5mm
C
D = 25mm minimum
PRESET FOUNDATION BOLT OR BOLT GROUPSWHEN PREPARED FOR ADJUSTMENT
1. All packets to be 75mm diameter (tapered).
2. H.D. Bolts to be anchored loose in pockets by the Main Contractor.
3. To ensure that the bolts remain free to move, they are to be
4. DO NOT grout in H.D. Bolts until all steelwork has been
5. All steelwork below slab level to be adequatley protected by others.
loosened again after the concrete sets.
plumbed, lined and levelled.
NOTES:
6. Pockets to be kept clear of debris, and bolt threads lubricated.
REV MARK DESCRIPTION CREATED CHECKEDBy Date By Date
CadMonkey
Erection - Base PlanEvaporation Building
G [4]
24.06.2015
Cattlegate Farm, Enfield EN2 8AU
Adrian Williams
REVISION No.
CONTRACTDRAWING TITLE
DATEMODELLED BY
DRAWING NoCONTRACT NO 1:40SCALE1532
75
Plan On Foundations
100
1070
1241
0
5303
5303
075
100
4500
13623
1200
100
1200
200
200
3000
8170
152
1200
150
200
1400
75
102
200
*
*
102
100
5170
51700
100
800
7283
1200
150
100
5170
1034
0
200
1200
*
75
*75
1400
1170
9340
1000
1034
0
5170
1551
0
100
1040
8323
100
150
*
1400
150
3840
200
200
100
1400
75
5303
15607
1400
150
1400
1200
1200
5170
51700
*
* *
*
150
*15
2200
200
100100
1200
200
100 100 100
1200
152
100 100
200
200
100
152
200
100100
200
150
200
100
150
7575
150
150
150
1200
100
15220
0
100 100 100
2200
3 ce
ntres
of co
lumns
1200 1200
152
152
152
1200
1200
5000
10303
3100
1551
0
1000
1134
0
1983
15607
800
9123
4500
6483
1983
1983
0
1591
0 S
pan
o/al
l col
umns
102
150
150
150 102
75
7575
7575
7575
75
1200
UB203*
133*
25
T.O.C
. -300 mm
UB203*
133*
25
T.O.C
. -300 mm
UB305*
165*
40
T.O.C
. -300 mm
UB203*
133*
25
T.O.C
. -300 mm
102150
UB305*
165*
40
T.O.C
. -300 mm
UB203*
133*
25
T.O.C
. -300 mm
UB305*
165*
40
T.O.C
. -300 mm
1200
1400
303
150
UB305*
165*
40
T.O.C
. -300 mm
303
150
UB203*
133*
25
T.O.C
. -300 mm
UB305*
165*
40
T.O.C
. -300 mm
5440
UB305*
165*
40
T.O.C
. -300 mm
1400
UB305*
165*
40
T.O.C
. -300 mm
UB305*
165*
40
T.O.C
. -300 mm
UB203*
133*
25
T.O.C
. -300 mm
102150
UB203*
133*
25
T.O.C
. -300 mm
UB305*
165*
40
T.O.C
. -300 mm
150
303
UB305*
165*
40
T.O.C
. -300 mm
UB305*
165*
40
T.O.C
. -300 mm
UB305*
165*
40
T.O.C
. -300 mm
150
303
UB203*
133*
25
T.O.C
. -300 mm
*
Base PlanFoundation Elevation -300 except as noted.
Base Type 1 - 1400mm x 1200mm x 750mm deepBase Type 2 - 1200mm x 1200mm x 750mm deep1.4 x 1.2 x 0.75 = 1.26m³ x 12 = 15.12m³1.2 x 1.2 x 0.75 = 1.08m³ x 8 = 8.64m³Total Concrete Required = 23.76m³
Concrete mix to be C20 with a 50mm slumpIt is important that base sizes shown are adheredto as these are the minimum sizes required in thebuilding design.The building has been desinged to the standardslaid down in BS5502 Part 1 Section 1.2Building is Class 2. Basic wind velocity allowed forin the design is 46m/ s.Ground Roughness category is SL -0.15 and SA -0.07Design is for altitude up to 200m and the bearing capacity of the ground is assumed to be 150k/ N.
Setting out dimensions for concrete panels.