1 2 3 4 5 6 7 8 9 10 11 12 13 14

360° 0° 360° 0° NOMENCLATURE:

E 1032.300

E 1032.300
TCL=155.500
EL = EXCAVATION LEVEL
TCL = TOP CONCRETE LEVEL
A

A
BCL = BOTTOM CONCRETE LEVEL
BOF = BOTTOM OF FOUNDATION
TENDON GROUP MARK TENDON GROUP MARK TENDON GROUP MARK TENDON GROUP MARK NGL = NATURAL GROUND LEVEL
FFL = FINISH FLOOR LEVEL
NO. 1 NO. 2 NO. 3, 5, 7.....87, 89, 91 NO. 2, 4, 6.....88, 90, 92
E.J. = EXPANSION JOINT
-31 -31
710 710 TSL = TOP STEEL LEVEL
M M- MM
- TGL = TOP GRATING LEVEL

12740
TPL = TOP PLATE LEVEL FOR EMBEDS
BPL = BOTTOM OF PLATE LEVEL
BUTTRESS BUTTRESS
B

B
73 73 FOR EMBEDS
2 ° 2
45

°
52 52

45
28 SYMBOLS:

14

14
75

28
00

R=
00

00
00 140
0

40
CONCRETE REALISED

R=

900
0
WITH SLIDING FORMWORK

865

14
R=

0M
C 35/45 / F'C = 357 KG/CM²

00
BUTTRESS BUTTRESS

0
R=

94
0M

M
12 CONCRETE CAST-IN-SITU

00
94

73

73
TCL=143.000

M
BCL=142.760
90 C 30/37 / F'C = 306 KG/CM²

M
12
00
30 30

M
8.

90
M
0° 8. 0 ° 01

M
01 12 ° CONCRETE CAST-IN-SITU

-
M-
°

12
90

0MM
C 25/30 / F'C = 255 KG/CM²

90
8.
8.
C

10M

C
01
01
° ° SLOPED CONCRETE

°
60 60

°
MM MM C 25/30 / F'C = 255 KG/CM²

1
9 00 9 00
INSIDE OUTSIDE

-317
-317
R =9 140 R =9 140 LEAN CONCRETE
7860

610 260 C 12/15 / F'C = 122 KG/CM²

REFILL COMPACTED
60MM 60MM

45°

45°
R=92 R=92 ONS
NDONS OF TE
ND

30°

30°
OF TE AXIS
PENDING
AXIS
92
134.900
3 3 3 3
270° 90° 270° 90° REVISIONS

A A
1000

133.900
D

D
91
N 997.000 N 997.000
800

133.100
90
800

30°

30°
NOTES:
132.300
89
800

131.500

45°

45°
88
720

130.780
87 - CONCRETE QUALITIES:
650

130.130
86 BUTTRESS BUTTRESS ACCORDING TO SYMBOLS.
650

129.480
85 - STEEL REINFORCEMENT:
650

128.830
84 - REBAR Ø < 16MM: Fy = 280 MPa.
° °
650

128.180
83 45° 60 45° 60
- REBAR Ø ≥ 16MM: Fy = 420 MPa.
650

127.530

8.

8.
82

01

01
27x 7 strands

- ANCHOR BOLTS: Q345B,

650

12

12
126.880
E

E
8. 8.

°
81

90

90
0 1° 01
650

126.230
12 12 IF NOT SPECIFIED OTHERWISE.
2

2
52

80
0°

52
0°
-31

-31
650

125.580

12

12
79 - EMBEDDED STEEL PARTS: Q235B,

MM
MM

90
90
650

124.930
71

71
73

73
78 IF NOT SPECIFIED OTHERWISE.

00
00
650

124.280
0M

0M
APPROVED - CONCRETE COVER:

99
77

99
14

14
650

123.630
FOR
00

00 280

R=
R=
M-

M-
76
ACCORDING TO SPECIFICATIONS
650

122.980
75
28 CONSTRUCTION
00 ON REINFORCEMENT DRAWINGS.
14

14
650

122.330
00

00
74

0
650

121.680
73 - ALL CONCRETE CORNERS
5°

5°
73

73
600

121.080
2 2 SHALL BE CHAMFERED
22

22
72 120.530
550

71 119.980
BUTTRESS BUTTRESS WITH A LENGTH APPROX. 25MM.
550
F

F
70 119.430
Approved Approved as Noted - DIMENSION IN MM, LEVELS IN M
550

M- M-
69 118.880
550

0M M
68 118.330 For Information Revised as Noted
550

67
1 10
17 17
117.780
550

RTM Date: 07/10/2018

66 117.250
-3 -3
530

By:
65 116.750
500

64 116.250
500

R=9400MM 63
92x Y1860S7 / 140mm²

115.750
500

APPROVED
62 115.250
500

61 114.750
500

260 140
AXIS OF TENDONS R=9260MM 60 114.250
500

400 59 113.750
FOR
500

58 113.250
180° 180°
500
G

G
CONSTRUCTION
R=9000MM 57 112.750
500

56

1 1
112.250
500

55 111.750
500

54 111.250
500

53 110.750
500

52 110.250
500

51 109.750

SECTION 1 - 1 SECTION 2 - 2
500

50 109.250
500

49 108.750
500

48 108.250
500

47 107.750 LEVEL 85.250 SCALE 1:100 LEVEL 120.530 SCALE 1:100

500

46 107.250
500

45 106.750
ARRANGEMENT OF TENDONS FROM 85.250 TO 85.750 ARRANGEMENT OF TENDONS FROM 86.250 TO 134.900
500

44 106.250
500
H

H
43 105.750
500

42 105.250
500

41 104.750
500

40 104.250
500

39 103.750
500

38 103.250
500

37
63x 9 strands

102.750
500

36 102.250 THE ANCHORING NICHES HAVE TO BE CLOSED SO THAT

500

35 101.750 ANY ENTRY OF WATER WILL BE EXCLUDED.

500

34 101.250
POST TENSIONING SYSTEM OVM.M15A -7/-9 BONDED EG.:
500

33 100.750
1. ROUGHENING OF THE CONCRETE SURFACE.
500

32 100.250
45°
500

31
2. CLEAN UP SURFACES OF CONCRETE AND PAINTING WITH
99.750 NORTH
500

30
EPOXY RESIN (150G/M² SURFACE OF FORMWORK).
99.250
OF PLANT
500

3. CEMENT MORTAR MIXTURE 1:3 WITH SAND INCLUDING

I

I
29 98.750
GROUPS SCHEDULE OF TENDONS CUT SCHEDULE OF TENDONS 32°
500

28 98.250
AN EXPANDING AGENT.
500

27 97.750 4. FILL IN OF CEMENT MORTAR. ASTRONOMIC

500

26 97.250
NORTH PREVAILING WIND
500

25 96.750 ATTENTION: (MAINLY NORTHEAST)

500

24 96.250
GROUPS ONE GROUP OF TENDONS CONSISTS OF TOTAL NUMBERS DUCTS LENGTH TOTAL LENGTH WEIGHT TOTAL WEIGHT THE DEPTH OF ALL ANCHORING RECESSES TO BE 150MM.
500

GROUPS
23 95.750 MARKS OF TENDON NOS. OF TENDON LESS DEPTH WILL NOT BE ACCEPTED!
500

E 1032.300
22 95.250
500

21 94.750
PRESTRESSING SYSTEM STRAND TENSIONING METHOD
500

UNITS NUMBERS LENGTH [M] *) ØINS./ØOUTS.[MM] [M] [M] [KG/M] [KG]

20 94.250
N
500

19
OVM.M15A.
93.750
500

18 90.900 31.710M + 2X0.70M

STEEL CHARACTERISTIC FPK= 1860 N/MM².
93.250 9
500

17 12 90.450 1-65 65 STRANDS 2 =33.110M 130 80/85.5 33.110 4304.30 9.918 42690.05 STRANDS AP=140MM². SUN PATH
450

92.750
500

16 11 90.000 INDICATED LENGTHS OF TENDONS COUNT FROM FRONT FACE

450

92.250
500
J

J
10 89.550 7 31.710M + 2X0.70M OF ANCHOR PLATE TO FRONT FACE OF ANCHOR PLATE. 360° 0°
450

15 91.800
66-92 27 2 54 70/75.5 33.110 1787.940 7.714 13792.17
450

14
9 STRANDS =33.110M
190

91.350
450

°
1100

45
13 ALL TENDONS OF ONE HOOP TO BE TENSIONED
200

90.900 BCL=88.440 88.450

450

190

12 8 30
88.050 0°

m
90.450
450

400

SIMULTANEOUSLY FROM BOTH ENDS (4 TENSIONING JACKS

0m
7 87.650
11 90.000 500 500
56482.22
400

2000 920 2000

450

45

88.250
ARE NECESSARY). 400

00
10 6 87.250
400
45

89.550
*) INCLUDING
450

TCL=89.450

r=9
9 5
EXTRA LENGTH FOR JACKS TO BE CONFIRMED BY CIVIL CONSTRUCTOR
1100

FOR POST TENSIONING PROCEED AS FOLLOWS: 270°

N 997.000 A
BCL=88.350 BCL=88.440 88.450 90°
8 88.050 AT FIRST ALL HOOPS 1, 3, 5, 15, 17, 19 ETC. 000
400

Ø 18
400

7 87.650
IN A SECOND STEP THE HOOPS 2, 4, 16, 18, 20 ETC.
6 87.250
ARRANGEMENT OF PRESTRESSING TENDONS AT THE MANHOLE 400
400

5 86.750
500

4 86.250
HELIX : 12
0°
SCALE 1:150
500

TCL=86.000
7 STRANDS =Ø200MM, REBAR DIAMETER =Ø12MM
250 250

3 85.750
1 1
500

2 PRESTRESSING FORCE AT ANCHOR TOTAL LENGTH ELONGATION ELONGATION 9 STRANDS =Ø240MM, REBAR DIAMETER =Ø14MM

5°
K

85.250

K
500

22
1 180°
OF ELONGATION 1ST JACK 2ND JACK
strands
2x 9

610 140
R=10950mm THE HELIXES HAVE TO BE SUPPLIED WITH ANCHOR
750
PA (MM) (MM) BY SUPPLIER OF PRESTRESSING SYSTEM.
L 1
7 NUMBER OF ANCHORAGES:
SECTION 3 - 3 STRANDS
9
1333KN
1714KN
184MM
184MM
92MM
92MM
92MM
92MM
2 UNITS TYPE OVM.M15A-7 STRANDS X 54 CABLES = 108UNITS
2 UNITS TYPE OVM.M15A-9 STRANDS X 130 CABLES = 260UNITS KEY PLAN
SCALE 1:150 STRANDS
BY CONTRACTOR REQUIRED CONCRETE STRENGTH AT SCALE 1:500
POST TENSIONING FCM0 = 35N/MM²
L

L
CONSULTANT: APPROVED BY: DESIGN: PROJECT: REV. REVISION NOTE BY DATE REFERENCES TITLE SUPPLIER DESIGNED:VETTER DRAWN: VETTER CHECKED: WENTZ APPROVED: WENTZ 17A052 126 0
SOLID K4 1 441-03-04-016 PRESTRESSING TENDONS P&L DATE: 20/10/2017 DATE: 20/10/2017 DATE: 20/10/2017 DATE: 20/10/2017 PROJECT No: 15PH00600-C01
2 441-03-04-017 PRESTRESSING TENDONS, DETAILS P&L SHEET TITLE: SCALE: 1:100 DIM: MM
STRUCTURAL ENGINEER
OWNER:
Mandriva Builders Inc. Ground Floor, Unit-C, A&P Building, PTR. NO. REG. NO.
CEMEX PHILIPPINES - SOLID CEMENT CORPORATION 3 FORMWORK DRAWING RAW MEAL SILO DRAWING No:
1500 Perdigon St. Cor. Figueroa St. Paco, Manila, Philippines 1007
4 PRESTRESSING TENDONS
Website: www.mandrivabuilders.com ISSUED ON ISSUED AT 中国建材
T.I.N.
LOCATION:
TAGBAC, SAN JOSE, ANTIPOLO CITY 5
441-03-04- 016 0
1 2 3 4 5 6 7 8 9 10 11 12 13 14
Without authors permission this drawing may not be
published, copied or modified, or used for other projects. STAND: 06.04.2018

H/B 610/910 (0,56m²) Allplan 2017