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