Liezer A. Barruga

NOTES: 1. ALL STEEL SHALL BE GALVANIZED. 2. STEEL WORK FABRICATION SHALL BE AS PER PROJECT SPECIFICATIONS. C L CENTRE LINE OF POST STEEL HANDRAIL POST 55x6 THK (4.0 Kg/m) 6 8 HOOP WELDED 75 37.5 37.5 6 75 X 12mm FLAT BAR STEEL PLATE & FILLET WELDED 75 TO FLAT BAR 355 CENTRE LI NE OF LADDER 100 118 6mm CHEQUERED PLATE SCREWED ON THE ANGLE 6 4 Nos. HSA M16 x 140 75 HILTI BOLTS PLUG WELD 8 DETAIL B 04 NTS - SECTION 7-7 03 50x50x5mm NTS - 75 x 12mm ANGLE WELDED 6 FLAT BAR FLAT PLATE WELDED TO C L CENTRE LINE OF POST 175x50x12mm 175 ANGLE BAR GALVANIZED 175x50x12mm 6 (4.0Kg/m) ANGLE BAR WELDED TO 200x100x12mm 150 x10mm THICK 4 Nos.HSA M16 x 140 STEEL PLATE HILTI BOLTS 6 150 275 STEEL POST BASE PLATE 200x100x12 6 BASE PLATE BE CAPPED 37.5 37.5 37.5 25 37.5 BOTTOM TO GROUT FINISH LINE 75 X 12mm 45 FLAT BAR 05 01 - SECTION 4-4 - 110 45 SECTION 8-8 NTS NTS BASE PLATE FOR M16 SITE DRILLED BOLTS REINFORCED RSC 102x51 CONCRETE BOLTS WITH MINIMUM 06 125mm PENETRATION - TENDER DOCUMENT DETAIL C NTS 75x12mm THK 6 FLAT BAR 30 140 30 75 175x50x12 200X150X12mm 5 50 ANGLE BAR WELDED TO END PLATE A 22-FEB-15 36mm HORIZONTAL REV. DATE SLOT FOR M16 BOLT Client 6 200x100x12mm BASE PLATE 45 110 45 ISSUED FOR TENDER WAM DESCRIPTION APPR'D 75 RSC 102x51 50 C L Consultant 75 DIMENSION SUBJECT TO SITE CONDITIONS 75 50 (ANCHOR BOLTS) 100 HSA M16 HILTI BOLTS Project / Contract JEBEL ALI HILLS 75x12 mm THK. 15 10 FLAT BAR 5 ROADS & INFRASTRUCTURE PACKAGE 5 75x12mm FLAT BAR Drawing Title WELDED TO 175x50x12mm ANGLE PROPOSED IRRIGATION AND 200X150X12mm END PLATE FIRE PUMP STATION 02 User: at : on : usi ng : $ACCUSER$ $TI M E$ $DATE$ $FI LE$ - DETAIL A NTS 07 - SECTION 5-5 NTS 08 - SECTION 6-6 NTS STEEL LADDER DETAILS (SHEET-02) CONTRACT No: JOB No: 350655 DRAWN DESIGNED CHECKED SPB MS LB WAM DATE ACTUAL SIZE HORZ SCALE : N.T.S 25-NOV-2014 Drawing No. AR_IR_851_12_10_002 APPROVED A1 Rev. A