Liezer A. Barruga

NOTES: 1. ALL STEEL SHALL BE GALVANIZED. GL 2. STEEL WORK FABRICATION SHALL BE AS PER 450 GL C LADDER 500 L 330 PROJECT SPECIFICATIONS. 350 355 150 355 500 TO FLAT BAR,WELDED TO TOP RAIL 150 300 AND BOLTED TO THE PARAPET WALL PARAPET LVL PARAPET LVL HANDRAIL POST 7 50x50x5mm ANGLE WELDED TO FLAT BAR AND FIXED 3 3 3 WITH COUNTERSUNK SCREW 900 3 TO CHEQUERED PLATE ROOF LVL ROOF LVL 250 CHEQUERED PLATE NOSING 102x51 SUPPORT 6mm CHEQUERED PLATE BEAM 1 DETAIL A 1 225 1 C/L OF RSC 1800( M AX) M AX. SPACI NG OF HOOPS 900 - 250 500 7 1 55x6 THK. HOOP 4 330 REFER TO DWG. NO. AR_IR_851_01_10_002 225 35 I N N 0 E R D I A M 50x50x5 ANGLE SITE BOLTED C/L OF RSC (3 NOS. M16 HILTI BOLTS 200 200 102x51 SUPPORT TO UPSTAND WALL AND BEAM E T E R FIXED WITH COUNTERSUNK 2 450 2 1800( M AX) 450 SCREW TO CHEQUERED PLATE 75 X 12mm FLAT BAR 2 2 40x6 THK VERTICAL DETAIL B 225 450 225 4 PARAPET WALL REFER TO DWG. FLAT BAR C L NO. AR_IR_851_01_10_002 C/L OF RSC 102x51 SUPPORT BEAM 03 (FOR REINFORCEMENT REFER TO 200 200 STRUCTURAL NOTES) 1800( M AX) 2500 ( M AX) 250x200 BOND BEAM @ 275 C/C SECTION 3-3 - DETAIL C SCALE 1:5 REFER TO DWG. NO. AR_IR_851_01_10_002 75x12 mm THK. FLAT BAR 200 FGL 350 FGL TENDER DOCUMENT 350 HOOP 01 - SIDE ELEVATION SCALE 1:25 02 - FRONT ELEVATION 225 225 55X6 THK 55X6 THK HOOP SCALE 1:25 22-FEB-15 DATE ISSUED FOR TENDER WAM DESCRIPTION APPR'D Client 330 TO 450 (VARIES) 330 0 35 ER N N I ER ET AM I D 225 225 ) S E I R R E A T V ( E 0 M A I 45 D R TO E 0 N 35 N I A REV. Consultant 75 X 12mm 75 X 12mm FLAT BAR FLAT BAR 40x6 THK Project / Contract VERTICAL JEBEL ALI HILLS FLAT BAR ROADS & INFRASTRUCTURE 40x6 THK PACKAGE 5 VERTICAL FLAT BAR Drawing Title PROPOSED IRRIGATION AND FIRE PUMP STATION STEEL LADDER DETAILS (SHEET-01) 05 SECTION 1-1 SCALE 1:5 CONTRACT No: JOB No: 350655 - User: at : on : usi ng : $ACCUSER$ $TI M E$ $DATE$ $FI LE$ 04 - SECTION 2-2 DRAWN DESIGNED CHECKED AH MS LB WAM DATE ACTUAL SIZE SCALE 1:5 HORZ SCALE : AS SHOWN 25-NOV-2014 Drawing No. AR_IR_851_12_10_001 APPROVED A1 Rev. A