CONFIDENTIAL
AP/DEC 2019/BQS601/QSM601/QSB621
UNIVERSITI TEKNOLOGI MARA
FINAL EXAMINATION
COURSE
MEASUREMENT OF CONSTRUCTION WORKS V
COURSE CODE
BQS601/QSM601/QSB621
EXAMINATION
DECEMBER 2019
TIME
3 HOURS
INSTRUCTIONS TO CANDIDATES
1.
This question paper consists of one (1) question.
2.
Answer the question in the Schedule papers and the Billing papers.
3.
Measurement of works shall be based on the principles laid down in the Malaysian Standard
Method of Measurement of Building Works (2nd Edition) (SMM2) to be provided during the
examination.
Marks are given based on the correct principles of measurement detail description,
principles of construction and accuracy in measurement.
5.
Make assumptions when detail and/or specifications are not provided or unclear. All
assumptions must be clearly stated.
Do not bring any material into the examination room unless permission is given by the
invigilator.
Please check to make sure that this examination pack consists of:
i)
ii)
the Question Paper
an eight-page Appendix 1 (Drawing No. PPUB/BQS601/QSM601/QSB621/DEC
2019/1-8)
iii)
iv)
v)
vi)
an Answer Booklet Cover - provided by the Faculty
the Schedule papers - provided by the Faculty
the Billing papers - provided by the Faculty
the Malaysian Standard Method of Measurement of Building Works (2nd Edition)
(SMM2) - provided by the Faculty
Answer ALL questions in English.
DO NOT TURN THIS PAGE UNTIL YOU ARE TOLD TO DO SO
This examination paper consists of 2 printedpages
© Hak Cipta Universiti Teknologi MARA
CONFIDENTIAL
CONFIDENTIAL
2
AP/DEC 2019/BQS601/QSM601/QSB621
QUESTION 1
The accompanied drawings No. PPUB/BQS601/QSM601/QSB621/DEC 2019/1-8 show the
proposed Infrastructure Works for Warehouse construction.
a)
Based on the drawings, "take-off the following: i)
Water reticulation works.
(50 marks)
ii) Fencing and gate.
(20 marks)
b)
Prepare draft Bills of Quantities (BQ) for the following measured works:i)
Water reticulation works.
(20 marks)
ii) Fencing and gate.
(10 marks)
You are advised to read all the notes in the drawings before proceeding with your "takingoff.
END OF QUESTION PAPER
© Hak Cipta Universiti Teknologi MARA
CONFIDENTIAL
APPENDIX-! (1)
CONFIDENTIAL
AP/DEC 2019/BQS601/QSM601/QSB621
GENERAL NOTE : -
1.
ALL DESIGNS, SPECIFICATIONS AND INFORMATIONS DOCUMENTED ON
THIS DRAWINGS MAY SUBJECT TO CHANGES DUE TO SITE CONDITIONS,
LOCAL AUTHORITIES REQUIREMENTS AND DESIGN COORDINATIONS FOR
THE PURPOSE OF THE COMPLETION OF THE PROJECT.
WATER DEMAND
BUILDING
NO
UNIT
WATER DEMAND (LPD)
WATER DEMAND
WAREHOUSE
1.
-
WATER CLOSET
4
180
720 LPD
2.
-
SINK
4
90
360 LPD
TOTAL
1080 LPD
PELAN LOKASI
TANPA SKALA
NOTES :
1. THESE DRAWINGS ARE TO BE READ INCONJUNCTION
WITH ARCHITECTURAL DRAWINGS.
2.
3.
ALL LEVELS SHOWN ARE IN METRE.
FOR ROAD CROSSING STEEL PIPE TO BS 534 WITH INTERNAL
CEMENT LINING SHALL BE USED.
4.
5.
CONTRACTOR SHALL OBTAIN APPROVAL AND PAY ANY CHARGES
FOR EXCAVATION OF EXISTING ROAD PAVEMENT.
ANCHOR BLOCK AND THRUST BLOCK SHALL BE PROVIDED AT ALL
JUNCTION AND BEND.
6.
MINIMUM COVER OF MS PIPE UNDER ROAD PAVEMENT
SHALL BE 1200mm.
7.
8.
FOR PIPE CROSSING OVER CULVERT DRAIN
STEEL PIPE WITH AIR VALVE SHALL BE USED.
ALL PIPES AND FITTINGS SHALL SUBJECT TO THE APPROVAL OF
SYARIKAT AIR MELAKA BERHAD.
9.
EXACT. LOCATION OF AIR VALVE AND SCOUR VALVE
SHALL BE DECIDED ON SITE.
10. CONTRACTOR SHALL BE LIASE WITH SYABAS ON CONSTRUCTION
OF WATER PIPE RECTICULATION AND PAY ALL RELEVANT
CHARGES AS IMPOSED BY SYARIKAT AIR MELAKA BERHAD.
11. TAP = 150mm 0 MS PIPE TAPPED FROM MAIN LINE.
12.
BULK METER AND STOPCOCK TO BE INFRONT
AND OUTSIDE FENCING.
13.
Dl OR STEEL PIPE WILL BE USED AT ROAD AND
CULVERT CROSSING.
14. AIR VALVES, SCOUR VALVES AND SLUICE VALVES WILL BE
FIXED ON SITE WHERE NECESSARY.
15.
VALVE CHAMBERS TO BE APPROVED BY
SYARIKAT AIR MELAKA BERHAD.
LEGENDS :
BOUNDARY
2.
F.F.L +50.25
FINISHED FLOOR LEVEL
F.R.L +50.00
FINISHED ROAD LEVEL
4.
150mm Dio. M.S. PIPE (HYDRANT)
5
75mm Di0_ MS p|pE (SUPPLY)
6.
7.
universiti
Teknologi
Mara
CONFIDENTIAL
Hak Cipta Universiti Teknologi MARA
BARREL
NOMINAL DIA.
AP/DEC 2019/BQS601/QSM601/QSB621
APPENDIX 1 (2)
CONFIDENTIAL
BARREL
OD
D1
OD
D2
(mm)
(mm)
SADDLE PLATE
L
H
(mm)
(mm)
100 x 100
121.9
121.9
550
270
150 x 150
177.3
177.3
600
290
200 x 150
232.2
177.3
750
320
200 x 200
232.2
232.2
750
370
250 x 150
286
177.3
860
350
250 x 200
286
232.2
860
400
250 x 250
286
286
860
400
300 x 150
345.4
177.3
1050
380
300 x 200
345.4
232.2
1050
430
300 x 250
345.4
286
1050
430
300 x 300
345.4
345.4
1050
480
350 x 150
399.3
177.3
1200
400
350 x 200
399.3
232.2
1200
450
350 x 250
399.3
286
1200
500
350 x 300
399.3
345.4
1200
500
350 x 350
399.3
399.3
1200
500
X
THICKNESS
(mm)
(mm)
K = L - R Tan.
fr
12 mm THK. x 125 LONG PLATE.
-
-
1
4 Nos. TIE BOLT.
L1 = K + ( R + 0D_) Tan fr.
-
-
2
6
BJ
B
-
-
\ 0 L2 = ( 2R + OD ) Tan fr_
6
-
-
-
•
L3 = K + ( R + QPJ Ton Jt
-
2
-
6
2 Nos. 12 mm THK. STIFFENER
WITH 6 mm THK. FILLET WELD.
L4 = ( 2R - OD ) Tan fr
-
6
-
-
SECTIONAL VIEW OF PIPE
-
-
TYPF 1
cussl^D
-
-
PLAIN ENDED BEND
WITH
TIE COUPLING
61 • TO 90'
NOTE :
-
-
1.
ALL DIMENSIONS ARE IN MILLIMETRE U.N.O
2.
FOR STRAIGHT PIPES WITH PUDDLE COLLAR, THE PUDDLE
COLLAR THICKNESS SHALL BE 25 thk. AND THE O.D OF
PUDDLE COLLAR SHALL BE O.D OF PIPE PLUS 150
-
-
SADDLE PLATE
-
-
-
-
-
-
-
-
-
-
SECTION
L/2
L/2
TABLE FOR PLAIN ENDED BEND
PLAN
DIAMETER
PLAIN
TYPE 3
TYPE 2
TYPE 1
ENDED TEE
- 15 AT MEAN TEMPERATURE
2 Nos. 12 mm THK. STIFFETNER WITH
PLATE
thk.
ND
(mm)
OD
(mm)
6
MECHANICAL COUPLING
mm THK. FILLET WELD.
20 DIA. TIE BOLT (4 No.)
12 mm THK. x 125 LONG PLATE
UP TO
30*
61- TO 90"
46' TO 60'
31* TO 45-
8 mm THK.
MS.
(mm)
R
FILLET WELD
PLATE-
L
L
R
L
R
L
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
(mm)
CONCRETE LINING
-
100
121.9
175
150
200
150
250
150
300
150
177.3
225
225
300
225
300
225
400
200
232.2
300
350
350
350
400
350
550
250
286
375
375
450
375
500
375
650
300
345.4
450
525
550
525
600
525
800
350
399.3
450
600
600
600
600
600
850
400
453.1
450
675
600
450
600
450
850
450
507
450
750
600
500
600
500
850
500
560.3
450
825
650
550
600
550
850
600
667
550
975
750
650
750
650
1000
WATER MAINS
220
PROJECT
100 mm Dia. PIPE
840 DIA.
SECTION A -
)Hak Cipta Universiti Teknologi MARA
A
B
TIE COUPLING AND MECHANICAL JOINT DETAILS
DRAWN BY
SUBJECT:
DRAWING TITLE
msmmm
Universiti
Teknologi
Mara
SECTION B -
AFIQ
CHECKED BY
PIPE FITTING DETAILS
MEASUREMENT OF
CONSTRUCTION
PROPOSED ONE STOREY WAREHOUSE ON
LOT PT 777 , MELAKA
WORKS V
COURSE CODE:
BQS601 /QSM601 / QSB621
SCALE
NOT TO SCALE
DATE
DECEMBER 2019
DRAWING NO.
:PPUB/BQS601/QSM601/QSB621/DEC 2019/2
CONFIDENTIAL
APPENDIX 1 (3)
CONFIDENTIAL
AP/DEC 2019/BQS601/QSM601/QSB621
inimum cover to pipe
500mm in open ground
inimum cover to pipe
1200mm in open ground
TYPE B
TYPICAL BEDDING DETAILS
TYPE A
Class 'C' concrete in
150mm bed and hall
WATER METER
WATER MEIER
STRAIGKIENER DOUBLE RANGED
SHORT PIECE SINGLE FLANGED
SHORT PIECE SINGLE FLANGED
CONSTANT ROW VALVE
CONSTANT ROW VALVE
STRAIGHTENER DOUBLE RANGED
T-POT STRAINER DOUBLE RANGED
T-POT STRAINER DOUBLE FLANGED
TYPE B DUCTILE IRON
SLUICE (GATE) VALVE.
TYPE B DUCTILE IRON
TYPE B DUCTILE IRON
TYPE B DUCTILE IRON
SLUICE (GATE) VALVE.
SLUICE (GATE) VALVE.
SLUICE (GATE) VALVE.
9ff SHORT
RADIUS BEND
W SHORT
RADIUS BEND
3O0mm WIDTH x 100mm THK.
GRADE 25 CONCRETE APRON
WITH ONE LAYER OF BRC A10.
300mm WIDTH x 100mm THK.
GRADE 25 CONCRETE APRON
WITH ONE LAYER OF BRC A10.
ROW OUT
ROW IN
M.S PIPE
M.S PIPE
ROW OUT
ROW IN
L-M.S PIPE
M.S PIPE-
RANGED SOCKET
FLANGED SOCKET
RANGED SOCKET
RANGED SOCKET
BULK METER(HYDRANT)
BULK METER(SUPPLY)
SCALE : NTS
DRAWING TITLE
PROJECT
Universiti
Teknologi
Mara
)Hak Cipta Universiti Teknologi MARA
SUBJECT:
BEDDING DETAILS
BULK METER DETAILS
PROPOSED ONE STOREY WAREHOUSE ON
PT 777 , MELAKA
MEASUREMENT OF
CONSTRUCTION
WORKS V
COURSE CODE:
BQS601 / QSM601 / QSB621
DRAWN BY
AFIQ
CHECKED BY
\~M
SCALE
NOT TO SCALE
DATE
DECEMBER 2019
DRAWING NO.
: PPUB/BQS601/QSM601/QSB621/DEC2O19/3
CONFIDENTIAL
APPENDIX 1 (4)
CONFIDENTIAL
80
AP/DEC 2019/BQS601/QSM601/QSB621
100mm « INLET PILLAR
FIRE HYDRANT WITH
65mm t DOUBLE OUTLET
COMPLETE WITH CAP AND CHAIN
80
400
PILLER HYDRANT (TO BE PAINTED YELLOW)
6mm Thk. CHEQUERED PLATE
WITH A STRIP OF 5mm THK. ROUND AND
TOP PORTION WITH ILLUMINIUOS PAINT
UFTlNG RING
CI LENGTHENER
10 thk. MS CHEQUERED PLATE
STIFFENED AND BRACE PLATE
TO BE PAINTED INTERNALLY AND
EXTERNALLY AS SPECIFIED
SECTION OF
SECTION OF
BOTTOM
INTERMEDIATE UNIT
UNIT
SCALE 1 : 5
SCALE 1 : 5
100 dia. MS RANGE AND —
PLAIN ENDED STRAIGHT PIPE
WITH FLANGE ADAPTOR
100mm t DUCK FOOT BEND
ON CONCRETE SUPPORT
550 x 550 x 400 MASS CONCRETE THRUST BLOCK
GALVANISED MS HINGE
2 nos. PER CHEQUERED
25 x 25 x 6 thk. ANGLE
-WATER I
PLATE COVER)
^••.•.•^-vy^y^w--,:
•,v»,vy>^*v.^^*v*v^A
SECTION A-A
DETAIL OF PRECAST CHAMBER COVER
(SLUICE VALVE PILLAR HYDRANT)
SCALE1 : 5
12 did. BAR TO BE WELDED
TO MS ANGLE FRAME AT 225
INTERMITTENT CRS.
SECTION OF TOP UNIT
SCALE1 : 5
-
6 dia. BARS
100 dia. MS FLANGE AND PLAIN ENDED STRAIGHT PIPE WITH PUDDLE COLLAR
TrTfrfT
\A - e 3
-SERVICE MAIN
m^
3- a}
IktSl
-Mechanical
-CONCENTRIC TEE
LA
Joint
i
r-r -f \ w l
i
I
y^f^—r •
+
I
I
-1 w T
AJ
I
•
I
I -L
80
320
80
I
I
!
I
I
I
SLUICE VALVE CHAMBER
FIRE HYDRANT WITH PRECAST CHAMBER
K.T.S
320
80
PLAN FOR REINFORCEMENT FOR
M.S Chequered Plote
IB.
I
Grd. Lev.
mimmm.
PRECAST CHAMBER
Flange Adaptor Joint
Puddle Flange
=b
Precast
1000 Long PE Steel Pipe
-EZ
Chamber
-Mechanical
Joint
S
ffl-
$®mmm
m mtmm.
SECTION
A-A
IIS
PROJECT
Universiti
Teknologi
/[ARA
)Hak Cipta Universiti Teknologi MARA
PROPOSED ONE PROPOSED STOREY WAREHOUSE
ON LOT PT 777 , MELAKA
DRAWING TITLE :
SUBJECT:
DETAILS OF PRECAST CHAMBER
DETAILS OF FIRE HYDRANT
MEASUREMENT OF
DRAWN BY
AFIQ
CHECKED BY
MM
SCALE
AS SHOWN
DATE
DECEMBER 2019
CONSTRUCTION
WORKS V
COURSE CODE:
BQS601 / QSM601 / QSB621
DRAWING NO.
iPPUB/BQS601/QSM601/QSB621/DEC 2019/4
CONFIDENTIAL
APPENDIX 1 (5)
CONFIDENTIAL
AP/DEC 2019/BQS601/QSM601/QSB621
MAXIMUM LENGTH IN METRES
TYPE OF
CROSSING
DIA.
OF PIPE
A
B
100-150
10.40
8.00
200-800
14.90
12.50
900
12.40
10.00
TYPICAL DRAIN &
COLLAR JOINT -
CULVERT CROSSING
TYPE 1
Lx
FALL 1:500 MIN
NOTE :
DIMENSION "B" ASSUMES MINIMUM THICKNESS
GROUND LEVEL
^4, ^>^>^>
FOR STEEL PLATE AS IN BS 534 APPENDIX A
'<m$3z
STUB END (for HDPE) STEP COUPLING (for D.I)
STUB END (for HDPE)
STEP COUPLING (for D.l)
MS SHORT PIECE
MS WASHOUT TEE
THRUST BLOCK AS PER
STANDARD DRAWING
TYPICAL CULVERT
(DETAIL FOR HDPE OR D.l PIPES WITH
STEEL OVERCROSSING)
"YPICAL CULVERT CROSSING
TYPE 1
62
,62,100 ,62,
75
m
6mm •
M.S BARS -
zn
i
ffl
150
150 ,
I
'
100
u
' ,25,
1
i
AIR VALVE
—
50
SCOUR VALVE
SLUICE VALVE
12
SLUICE VALVE
SCOUR VALVE
ELEVATION
SECTION
AIR VALVE
MARKER POST
DRAWINGTITLE
PROJECT
DRAWN BY
SUBJECT:
AFIQ
CHECKED BY
universiti
Teknologi
Mara
)Hak Cipta Universiti Teknologi MARA
TYPICAL CULVERT CROSSING &
MARKER POST
PROPOSED ONE STOREY WAREHOUSE ON
MEASUREMENT OF
CONSTRUCTION
PT 777 , MELAKA
WORKS V
SCALE
NOT TO SCALE
DATE
DECEMBER 2019
COURSE CODE:
BQS601 / QSM601 / QSB621
DRAWING NO.
: PPUB/BQS601/QSM601/QSB621/DEC2019/5
CONFIDENTIAL
APPENDIX 1 (6)
CONFIDENTIAL
AP/DEC 2019/BQS601/QSM601/QSB621
PVC COATED CHAINUNK FENCING ® 2000mm HIGH
GFNFRAL NOTE :-
ALL DESIGNS, SPECIFICATIONS AND INFORMATIONS DOCUMENTED ON
THIS DRAWINGS MAY SUBJECT TO CHANGES DUE TO SFTE CONDITIONS,
LOCAL AUTHORITIES REQUIREMENTS AND DESIGN COORDINATIONS FOR
THE PURPOSE OF THE COMPLETION OF THE PROJECT.
K1BLAT
292'30;
Anjattan
senipadan
£ 0'
(12 2 0 0 mm )
LEGENDS :
1.
-°
Q—
CHAINUNK FENCING
ANTI - CLIMB FENCING
9,L
SYIT PIAWAI : 3-D-l
PREMIX
uiiiiiiiiiiiiiiun
iiimiiiiii
t
iiTnHTT[iiinTniniBiTninnniiTr^THiiniHU[Tiin
illllillllTli
TnTTT
inninniuni
TTTTTTTTTTTT
2000mm HIGH, PVC. COATED CHAIN LINK
(WIRE SIZE : 6 gauge / 0 ±4.60-4.98mm)
FENCING ON 75x75x3mm THK. G.I. 'I' ANGLE
POST 0 2400mm (MAX.) c/c WITH 75x75x3mm THK.
G.I. *L" ANGLE BOTTOM RAIL AND 50x50x3mm THK.
G.I. "L" ANGLE BRACING c/w 3 LINE 03mm G.I.
BARB WIRE ON TOP OF G.I. POST TO DETAIL
2100mm HIGH, 75 x 12.5 x 04mm G.I.
MAIN GATE
ANTI-CLIMB FENCING ON 75x75x3mm THK.
G.I. 'L' ANGLE POST @ 3000mm (MAX.)
c/c WITH 75x75x3mm THK. G.I. 'L' ANGLE
Anjakan
sempadan
40'
(12200
231"
Z3T 4/ 2U
88.940
JALAN
HICOM
ANT! CI 1MB FENCING^ 2100mm HIGH
PEGOH
40"
DETAIL 1
5
DRAWING TITLE
PROJECT :
11'
68.534
SUBJECT:
DRAWN BY
AFIQ
CHECKED BY
UNIVERSITI
TEKNOLOGI
MARA
Hak Cipta Universiti Teknologi MARA
FENCING & GATE
LAYOUT PLAN
PROPOSED ONE STOREY WAREHOUSE ON
LOT PT 777 , MELAKA
MEASUREMENT OF
CONSTRUCTION
WORKS V
SCALE
1:800
DATE
DECEMBER 2019
DRAWING NO.
PPUB/BQS601/QSM601/QSB621/DEC2019/6
COURSE CODE:
BQS601/QSM601/QSB621
CONFIDENTIAL
APPENDIX 1 (7)
CONFIDENTIAL
AP/DEC 2019/BQS601/QSM601/QSB621
75x75x3mm THK. G.I. 'L' ANGLE
BOTTOM RAIL TO MANUF'S DETAIL.
• 3 UNE 83mm G.I. BARB WIRE ON
TOP OF G.I. POST TO MANUFS DETAIL
2000mm HIGH
PVC. COATED CHAIN LINK FENCING
200x200mm CONC. STUMP c/w BRC. A7
75x75x3mm THK. G.I. X" ANGLE
POST 0 3400mm (MAX) TO MANUF'S DETAIL.
75x75x3mm THK. G.I. 'L' ANGLE
POST 0 2400mm (MAX) TO
MANUF'S DETAIL.
4nos BOLT & NUT @640mm C/C
TO MANUF'S DETAIL
4nos BOLT & NUT @610mm C/C
10x3mm THK. G.I. LIP BLADE FIXED TO 'L' ANGLE
POST BY BOLT & NUT TO MANUF'S DETAIL
TO MANUF'S DETAIL
2100mm HIGH, 75 x 12.5 x 04mm
G.I. ANTI-CLIMB FENCING TO MANUF'S SPEC
DETAIL 1
50x50x3mm THK. G.I. 'L' ANGLE BRACING
TO MANUFS DETAIL
M
BRC. A7 AROUND
75x75x3mm THK. G.I. 'L' ANGLE BOHOM RAIL
TO MANUFS DETAIL
G.I. TIE TO MANUFS DETAIL
ELEVATION 'CHAIN LINK FENCING'
TOP BENDING CURVES
3 UNE »3mm G.I. BARB WIRE ON —
TOP OF G.I. POST TO MANUFS SPEC
INSIDE
75 x 12.5 x Mmm G.I. ANTI-CUMB
FENCING TO MANUFS SPEC
75x75x3mm THK. G.I. V ANGLE
POST 6 3000mm (MAX.) MANUFS DETAIL
PVC. COATED CHAIN UNK FENCING
INSIDE
[WIRE SIZE : 6 oouge / » ±4.60-4.98mm)
TO MANUFS SPEC
75x75x3mm THK. G.I. V ANGLE POST -
6 2400mm (MAX) TO MANUFS DETAIL
- 75x75x3mm THK. G.I. V ANGLE BOTTOM RAIL TO MANUFS DETAIL
"
-zmi:
-CONC. STUMP c/w BRC. A7-
»
-BRC. A7 AROUND
SECTION B-B 'CHAIN LINK FENCING'
SECTION A-A 'ANTl CLIMB FENCING'
ELEVATION 'ANTl CLIMB FENCING'
DRAWINGTITLE
PROJECT :
DRAWN BY
SUBJECT:
AFIQ
CHECKED BY
universiti
Teknologi
Mara
©Hak Cipta Universiti Teknologi MARA
PROPOSED ONE STOREY WAREHOUSE ON
DETAILS OF CHAIN LINK FENCING'
DERAILS OF ANTI-CLIMB FENCING
LOT PT 777, MELAKA
MEASUREMENT OF
CONSTRUCTION
WORKS V
COURSE CODE:
BQS601 /QSM601 /QSB621
SCALE
NOT TO SCALE
DATE
DECEMBER 2019
DRAWING NO.
: PPUB/BQS601/QSM601/QSB621/DEC2O19/7
CONFIDENTIAL
APPENDIX 1 (8)
CONFIDENTIAL
AP/DEC 2019/BQS601 /QSM601 /QSB621
29450 (N.T.S)
13400 (N.T.S)
2090 (NTS)
50x50x5mm 1HK. M.S.H.S.
BRACING TO MANUF DETAIL
inside
50
H
2090 (NTS)
_632x25,900mm G.I. PIPE
BASE TRACK TO MANUF DETAIL
®
'—100x50x5mm THK. M.S.H.S.
TOP RAIL TO MANUF DETAIL
outside
PLAN
13400 (not to scole)
M.S GUARD BRACKET c/w
100x50x5mtn THK. M.S.H.S.
MID. RAIL TO MANUF D!
NEOPRENE SURFACE STEEL BALL
100x50x5mm THK. M.S.H.S.
TOP RAIL TO MANUF DETA1 -
BEARING ON BOTH SIDE TO DETAIL
50x50x5mm THK. M.S.H.S.
BRACING TO MANUF' DETAIL
M.S GUARD BRACKET c/w
NEOPRENE SURFACE STEEL BALL
-450x450 BRICK POST
BEARING ON BOTH SIDE TO DETAIL
TO ENGR'S DETAIL
25x25x2mm THK. ki.S.H.S. GRILL
8 125mm c/c TO MANUF DETAIL
BOTTOM RAIL TO MANUF DETAIL
ELEVATION A
DETAIL 1
2 nos STEEL ANCHOR BOLT
TO MANUFS DETAIL
100x50x5mm THK. M.S.H.S
FRAME TO MANUF DETAIL
25x25x2mm THK. M.S.H.S. GRILL
100x100x75x3mm THK. M.S V ANGLE
BRACKET TO MANUFS DETAIL
0 125mm c/c TO MANUF DETAI
M.S 'C CHANNa BRACKET
TO MANUFS DETAIL
50x50x5mm THK. M.S.H.S.
BRACING TO MANUF DETAIL
STEEL BALL BEARING ROLLER c/c
RUBBER GUARD TO MANUFS DETAIL
1O0x50x5mm THK. M.S.H.S.
TIE RAIL TO MANUF DETAIL
1OOx50x5mm THK. M.S.H.S.
TOP RAIL TO MANUF DETAIL
50x50x5mm THK. M.S.H.S.
STEEL BALL BEARING ROLLER"
RAIL TO MANUF DETAIL
TO MANUF DETAIL
STEEL ANCHOR S 900mm c/c
»32x25,900mm G.I. PIPE
25x25x2mm THK. M.S.H.S. GRILL
6 125mm c/c TO MANUFS DETAIL
TO MANUF DETAIL
BASE TRACK TO MANUF DETAIL
100x50x5mm THK. M.S.H.S.
R.C. ENTRANCE SLAB
TO ENGR'S DETAIL
SECTION A
PROJECT :
FRAME TO MANUF'S DETAIL
DETAIL 1
DRAWING TITLE
SUBJECT:
DETAIL OF SLIDING GATE
Universiti
Teknologi
Mara
Hak Cipta Universiti Teknologi MARA
PROPOSED ONE STOREY WAREHOUSE ON
MEASUREMENT OF
LOT PT 777
CONSTRUCTION
WORKS V
DRAWN BY
AFIQ
CHECKED BY
MM
SCALE
NOT TO SCALE
DATE
DECEMBER 2019
COURSE CODE:
BQS601 /QSM601 /QSB621
DRAWING NO.
: PPUB/BQS601/QSM601/QSB621/DEC2019/8
CONFIDENTIAL