Liezer A. Barruga

NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE STATED. JOINT SEALANT BLOCKWORK BLOCKWORK WALL WALL LEGEND: JOINT SEALANT DAMP-PROOF DAMP-PROOF COURSE 14 COURSE FFL FFL 25x25 CHAMFER RAMP 1- WATERPROOF MEMBRANE ON PRIMED CONCRETE. 2- WATERPROOOF MEMBRANE ON BLINDING CONCRETE FREE OF SHARP PROTRUTIONS. 25x25 CHAMFER JOINT SEALANT PAVING TILES & 15 BEDDING SAND 150 mm (TYP) VARI ES EXTERNAL F.G.L. FLOOR SLAB FFL 15 3 - 10mm THICK PROTECTION BOARD(BITUMEN 12 6 EXTERNAL F.G.L. FLOOR SLAB 15 FLOOR SLAB 14 16 12 IMPREGNATED) 4 - 40 x 40mm PREFORMED PVC ANGLE FILLET. 5 - 50 mm THICK SAND / CEMENT SCREED. 6 - 100 mm THICK (MIN.) BLINDING CONCRETE. 7 - 300mm WIDE WATERPROOF MEMBRANE 150 mm OVERLAP 1 REINFORCEMENT STRIP. 13 1 20 8 - MASTIC FILLER 25 x 25mm MINIMUM. 150 mm OVERLAP (TYP) 150 mm MIN. 13 SEALED 20x10 GROOVE 3 150 mm MIN. 3 17 3 2 OR 12 5 9 - 300 mm WIDE WATERPROOF MEMBRANE WRAPPED 3 150 mm MIN. OVERLAP (TYP) OVERLAP (TYP) 17 COMPACTED GROUND SEALED 6 AROUND PIPE STRIP LAPPED AND SEALED. BASEMENT WALL SEALED 12 5 10 - 300 mm SQ. "STAR. CUT" WATERPROOF MEMBRANE OVERLAP (TYP) DRESSED UP PIPE FACE. 5 3 11 - 25 x 25mm MINIMUM MASTIC FILLER ALL ROUND TO 5 BASE OF PIPE. 12 -1000g POLYTHENE MEMBRANE(300 mm TAPED LAPS). 6 PERIMETER DETAIL DETAIL AT GROUND LEVEL/ 1 TERMINATION OF WATERPROOFING NTS WITHOUT GROUND BEAM NTS - DETAIL AT BASEMENT WALL/FLOOR 2 3 DETAIL AT PERIMETER GROUND BEAM NTS - - 13 - SUITABLE FILL IN LAYERS 200 mm THICK. 4 SLAB AND JUNCTION WITH RAMP NTS 14 - LIQUID APPLIED DAMP PROOF MEMBRANE. - 15 - EPOXY BASE COAT (2 COATS, 400 MICRONS) AND UV RESISTANT SINGLE COMPONENT POLYURETHENE TOP COAT OF DFT 70 MICRONS. 16 - FILLER BOARD 17 - BITUMINOUS CONCRETE PROTECTION. 18 - THIS DRAWING IS TO BE READ IN CONJUNCTION WITH ALL OTHER DRAWINGS. 3 3 1 5 19 - THE DETAILS SHOWN ON THE DRAWINGS ARE FOR 1 10 GUIDANCE.CONTRACTOR SHALL PREPARE COMPLETE 9 SHOP DRAWINGS INCLUDING PLANS AND SECTIONS BOTTOM SLAB SHOWING ALL RELATED DETAILS FOR ALL CASES AND MATERIALS. 9 11 150 mm MIN. 10 2 SEALED OVERLAP (TYP) 4 2 5 6 ROOF SLAB 8 5 6 8 5 1 DETAIL OF PIPE THROUGH STRUCTURAL WALL WATERPROOFING OF AN 5 NTS UNDERGROUND STRUCTURE NTS - DETAIL OF PIPE THROUGH 6 - DETAIL AT ROOF OF 7 BASE SLAB NTS - UNDERGROUND STRUCTURE 8 NTS - INTERNAL COLUMNS COLUMN JOINT SEALANT 14 FFL 15 FLOOR SLAB TENDER DOCUMENT PERIMETER COLUMNS A 22-FEB-15 REV. ISSUED FOR TENDER DATE WAM DESCRIPTION APPR'D Client 12 6 EXTERNAL F.G.L. 5 3 JOINT SEALANT 1 150 mm (TYP) Consultant 3 SEE TYPICAL INTERNAL 20x10 GROOVE CORNER DETAIL 5 COMPACTED GROUND 7 1 SEE TYPICAL EXTERNAL 5 CORNER DETAIL 20x20 CHAMFER Project / Contract 4 JEBEL ALI HILLS 4 3 1 ROADS & INFRASTRUCTURE 20x20 CHAMFER PACKAGE 5 7 (TYP.) Drawing Title 3 PROPOSED IRRIGATION AND FIRE 150 mm MIN. SEALED 1 OVERLAP (TYP) 5 2 PUMP STATION 6 4 TYPICAL EXTERNAL WALL 5 CORNER DETAIL NTS TYPICAL INTERNAL WALL 10 - CORNER DETAIL NTS STRUCTURAL DETAILS 11 CONTRACT No: DRAWN ALI User: at : on : usi ng : $ACCUSER$ $TI M E$ $DATE$ $FI LE$ DETAIL AT PAD FOUNDATIONS, STRIP FOOTINGS & FLOOR SLABS NTS JOB No: - HORZ SCALE : 350655 DESIGNED CHECKED MS LB WAM DATE ACTUAL SIZE AS SHOWN APPROVED 9 25-NOV-2014 - Drawing No. ST_IR_851_12_10_024 A1 Rev. A