Liezer A. Barruga

NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETERS AND ALL LEVELS ARE IN METERS UNLESS OTHERWISE SPECIFIED. SEE NOTE BELOW SEE NOTE BELOW BASEPLATE TO BASEPLATE TO C L BOLT 20mm CHAMFER TO ALL TOP EDGES >200 TO SUIT SCRABBLED SURFACE OF MANUFACTURER'S DETAILS 20mm CHAMFER TO ALL MESH 150x150-8/8 OR AS SPECIFIED IN THE DRAWING TOP EDGES X 25mm ISOLATION JOINT ANCHOR BOLTS SHALL BE SET BY TEMPLATE TO MATCH BASEPLATE. SIZE, NUMBER AND LOCATION AS MANUFACTURER'S APPROVED SHOP DRAWING/S. SLAB AS `KEY' FOR PLINTH 150 m m M I N. 200 FFL X SCRABBLED SURFACE OF ANCHOR BOLTS SHALL BE SET BY TEMPLATE TO MATCH BASEPLATE. SIZE, NUMBER AND LOCATION AS MANUFACTURER'S APPROVED SHOP DRAWING/S. 1 T10 AT EACH CORNER WITH T10-200 BETWEEN CORNERS T12 SLAB AS `KEY' FOR PLINTH 1 T12 AT EACH BETWEEN CORNERS CORNER WITH T12-200 NOTE: PLAN DIMENSIONS OF PLINTH TO BE AS EQUIPMENT MANUFACTURERS APPROVED DRAWINGS OR WITH PLINTH VERTICAL FACES 100mm (MIN) FROM CENTERLINE OF ANY ANCHOR BOLT/S. 75mm BLINDING CONCRETE & 50mm SCREED ON W.P. MEMBRANE NOTE: NOTE: PLAN DIMENSIONS OF PLINTH TO BE AS EQUIPMENT MANUFACTURERS APPROVED DRAWINGS OR WITH PLINTH VERTICAL FACES 100mm (MIN) FROM CENTERLINE OF ANY ANCHOR BOLT/S. X=TO BE FINALIZED BY THE CONTRACTOR BASED ON THE EQUIPMENT DIMENSION TYPICAL SECTION THROUGH (FOR PLINTH HEIGHT UP TO >200mm, <600mm) (FOR PLINTH HEIGHT UP TO 200mm MAX) 1 EQUIPMENT PLINTH - TYPE 1 NTS 2 EQUIPMENT PLINTH - TYPE 2 NTS - T12 T10-200 TIES SLAB THI CKNESS BOLT C L T10-200 THICKNESS BOLT C L T10-200 300 C LBOLT EM BEDDM ENT SEE NOTE BELOW 200 m m SEE NOTE BELOW 600 M AX. 200 m m THK M I N. OTHER DRAWINGS MANUFACTURER'S DETAILS SEE NOTE BELOW GROUT 2. THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL SEE NOTE BELOW 3 EQUIPMENT PLINTH - TYPE 3 NTS - - 8/9 FLOOR GRATING OR FLOOR PLATE WITH CONTINUOUS ANGLE EACHSIDE 200 LINTEL THI CKNESS 8/9 300 TYP. WATERPROOFING WIDTH, X 400 T10-200 3000 MAXIMUM TRENCH DIMENSIONS Y MEMBRANE THI CKNESS FLOOR PLATE WITH CONTINUOUS ANGLE EACHSIDE SLAB 1000 1250 SLAB - DEPTH, Y (mm) (mm) 750 900 1100 900 TYPICAL SECTION T10-150 250 250 T10-150 W.P. MEMBRANE 200 THROUGH LINTEL OR SILL SILL (NOT REQUIRED 200 * SEE NOTE 3 200 800 AT DOOR) 200 100mm BLINDING CONCRETE & 1200 4T16 NOTES : 50mm SCREED ON W.P MEMBRANE PROVIDE 4T16 STARTER BARS TO EACH LINTEL OR SILL FROM COLUMN 100mm BLINDING CONCRETE & TENDER DOCUMENT IF THE OPENING IS ADJACENT TO A COLUMN. 50mm SCREED ON W.P MEMBRANE LINTEL & SILL DETAILS 4 SECTION THROUGH SUMP PIT NTS 5 TYPICAL SECTION THROUGH CABLE TRENCH NTS - - FOR DOORS & WINDOWS NTS 6 - A 22-FEB-15 REV. DATE ISSUED FOR TENDER WAM DESCRIPTION APPR'D Client SUMP SIZE AS REQUIRED BASE SLAB FLOOR GRATING ANGLE 10 Consultant FLOOR PLATE 6 BAR 25 x 't' 1 25 Project / Contract JEBEL ALI HILLS ROADS & INFRASTRUCTURE h SLAB THI CKNESS h SLAB THI CKNESS REINFORCEMENT REINFORCEMENT SAME SIZE, GRADE AND SPACING AS BASE SLAB 5 3 1 5 ° SUMP 300 MIN. DIMENSION PACKAGE 5 40-150 Drawing Title PROPOSED IRRIGATION AND FIRE OR SLAB THICKNESS (WHICHEVER IS GREATER) PUMP STATION MISCELLANEOUS 10mm DIA x 100mm LG. WELD STUDS @ 600 OC. FIRST STUD 100mm END OF ANGLE NOTE: h REFERS TO DEPTH OF SUMP OF PARTICULAR APPLICATION 10mm DIA x 100mm LG. WELD STUDS @ 600 OC. FIRST STUD 100mm END OF ANGLE L 50x50x6 $ACCUSER$ $TI M E$ $DATE$ $FI LE$ User: at : on : usi ng : NTS CONTRACT No: DRAWN LOCAL THICKENING OF BASE SLAB UNDER A SUMP STRUCTURAL DETAILS - SHEET 1 ALI 7 - EMBEDDED ANGLE FOR FLOOR PLATE NTS 8 - EMBEDDED ANGLE FOR GRATING NTS 9 HORZ SCALE : JOB No: 350655 DESIGNED CHECKED MS LB WAM DATE ACTUAL SIZE AS SHOWN APPROVED 25-NOV-2014 Drawing No. ST_IR_851_12_10_025 A1 Rev. A