Liezer A. Barruga

NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS IN METERS UNLESS OTHERWISE SPECIFIED. MINIMUM 4 BARS TO BE PLACED WITHIN LOOP. MINIMUM 4 BARS TO BE 2. THIS DRAWING TO BE READ IN CONJUNCTION WITH (ONE AT EACH CORNER) PLACED WITHIN LOOP. `U' BARS TO BE SAME GRADE, SIZE AND (ONE AT EACH CORNER) SPACING AS HORIZONTAL BARS PLACE ONE BAR AT ALL OTHER DRAWINGS EACH CORNER T10-200 UNLESS `U' BARS TO BE SAME GRADE, SIZE AND SPACING AS SHOWN OTHERWISE C B HORIZONTAL BARS GUIDANCE ONLY.CONTRACTOR SHALL PREPARE COMPLETE SHOP DRAWINGS INCLUDING PLANS AND ES RI VA 100 M AX. A 3. THE DETAILS SHOWN ON THE DRAWINGS ARE FOR CHAMBER COVER REFER TO SPECIFICATION SLAB SECTIONS SHOWING ALL RELATED DETAILS FOR ALL REINFORCEMENT CASES AND MATERIALS. 500 C B CLEAR OPENING 2T12 UNLESS A A OTHERWISE STATED NOTES: NOTES: 1. A = TENSION LAP LENGTH. A 2. THIS DETAIL APPLIES TO ALL L-INTERSECTIONS UNLESS 2. C = 200 MINIMUM. T - INTERSECTIONS NTS CONSTRUCTION JOINT 2 ANGULAR INTERSECTIONS NTS - L( TYP. ) - GROUND FLOOR NOTE: 1. REBATE SIZE TO SUIT PROPOSED COVER OR FRAMES ON 10 MORTAR BED. 3. THIS DETAIL APPLIES TO ALL ANGULAR INTERSECTIONS UNLESS SHOWN OTHERWISE. SHOWN OTHERWISE. 1 NTS 1. B + C = TENSION LAP LENGTH. 2. THIS DETAIL APPLIES TO ALL T-INTERSECTIONS UNLESS SHOWN OTHERWISE. L - INTERSECTIONS NOTES: 1. A = TENSION LAP LENGTH. 3 4 COVER DETAILS NTS - - L (TYP.) 200 WIDTH OF OPENING 200 T- ABOVE 0 15 T12-150 WALL HORIZONTAL BARS REINFORCEMENT (EACH FACE): FOR EVERY TWO HORIZONTAL BARS TERMINATED WALL REINFORCEMENT WATERPROOFING VERTICAL BARS (EACH FACE): OPENING BY OPENINGS ADD ONE BAR OF THE SAME GRADE AND SIZE ON EACH SIDE OF THE OPENING FOR EVERY TWO VERTICAL BARS TERMINATED BY OPENING ADD MINIMUM OF ONE BAR OF THE SAME GRADE AND SIZE ON EACH SIDE OF THE OPENING ROOFING SYSTEM ROOFING T10-200 SYSTEM T10-200 MEMBRANE WATERPROOFING T12-200 50mm THK. SAND MEMBRANE CEMENT SCREED 2T12 75mm THK. CONC. BLINDING 4T12 UNDERGROUND BAR SIZE (mm) L (mm) STORAGE TANK NOTES: 1. ADDITIONAL STRUCTURAL DETAILS FOR DHCC. 12 600 16 800 20 900 25 1200 32 NOTES: 1. FOR OPENINGS LESS THAN 200x200 (OR 200 DIA.) REGULAR REINFORCING BARS TO BE RE-ARRANGED AROUND THE OPENING. 2. SIMILAR DETAILS APPLY FOR HEXAGONAL AND STRUCTURAL SLAB OCTAGONAL OPENINGS. 1500 200 RAMP CONSTRUCTION DETAILS NTS 5 CIRCULAR WALL OPENING - L( TYP. ) 600 FOR T12 BARS 800 FOR T16 BARS 900 FOR T20 BARS REBATE WHERE REQUIRED 6 NTS - ROOF OPENING DETAIL NTS 7 - A L (TYP.) 22-FEB-15 REV. ISSUED FOR TENDER DATE WAM DESCRIPTION APPR'D Client 1T12 EXTRA AT EACH CORNER IN MID SLAB (1000 LONG) HORIZONTAL BARS (EACH MIN. 2T12 EXTRA T& B FOR SLAB LESS THAN 200 THICK. OPENING VERTICAL BARS (EACH FACE):FOR EVERY FACE):FOR EVERY TWO HORI- 4T12 TWO VERTICAL BARS TERMINATED BY ZONTAL BARS TERMINATED OPENING Consultant OPENING ADD MINIMUM OF ONE BAR OF MIN. 2T16 EXTRA T & B FOR SLAB MORE THAN 200 THICK. BY OPENINGS ADD ONE BAR THE SAME GRADE AND SIZE ON EACH STANDARD MANHOLE COVER OF THE SAME GRADE AND SIDE OF THE OPENING CLEAR OPENING FOR EVERY TWO SLAB BARS TERMINATED BY OPENING ADD MINIMUM OF ONE BAR OF THE SAME GRADE AND SIZE ON EACH SIDE OF THE OPENING. (FAR FACE SIMILAR) SIZE ON EACH SIDE OF THE OPENING Project / Contract JEBEL ALI HILLS T12 RING ROADS & INFRASTRUCTURE NOTES: 1. FOR OPENINGS LESS THAN 200 x 200 (OR 200 DIA)REGULAR REINFORCING BARS TO BE RE-ARRANGED AROUND THE OPENING. 2. FOR OPENINGS GREATER THAN 200 x 200 (OR 200 DIA.) USE ABOVE DETAILS UNLESS ADDITIONAL TRIMMING BARS ARE SHOWN ON THE PLAN. BAR SIZE (mm) NOTES: L (mm) 12 600 16 800 20 900 25 1200 32 1500 PACKAGE 5 REBATE WHERE REQUIRED 1. FOR OPENINGS LESS THAN 200x200 (OR 200 DIA.) REGULAR REINFORCING BARS TO BE RE-ARRANGED AROUND THE OPENING. Drawing Title PROPOSED IRRIGATION AND FIRE 2. SIMILAR DETAILS APPLY FOR HEXAGONAL AND OCTAGONAL OPENINGS. PUMP STATION MISCELLANEOUS STRUCTURAL DETAILS - SHEET 2 3. WHERE AN OPENING EDGE ALIGNS WITH THE SIDE OF CONTRACT No: A BEAM - OMIT THE ADDITIONAL BARS SHOWN, FROM THAT EDGE. User: at : on : usi ng : $ACCUSER$ $TI M E$ $DATE$ $FI LE$ 4. SIMILAR DETAILS APPLY FOR HEXAGONAL AND RECTANGULAR OR OCTAGONAL OPENINGS. SQUARE SLAB OPENING NTS RECTANGULAR OR SQUARE WALL OPENING NTS JOB No: CIRCULAR OPENING 9 - FOR MANHOLE COVER NTS 10 DRAWN ALI - HORZ SCALE : 8 350655 DESIGNED CHECKED MS LB WAM DATE ACTUAL SIZE AS SHOWN 25-NOV-2014 APPROVED A1 - Drawing No. ST_IR_851_12_10_026 Rev. A