BAY WATER COMPANY., Ltd SUNWAH PEARL PROJECT CONDOMINIUM BLOCKS OF WARD, BINH THANH DISTRICT, HCM CITY METHOD STATEMENT FOR EXTERNAL SCAFFOLDING OF TOWER 1, 1, SEP - 2018 OWNER 1.3 1.4 1.1 1.2 1.5 1.6 1.7 1.8 1.9 1.10 43400 6200 7000 7000 7000 6200 3950 1050 TY PE PE TY 2@1600 2@1600 2@1600 CLIMB SCAFFOLDING 2@1600 2@1600 2@1600 2@1600 1.A 2@1600 1.B 8900 2@1600 2@1600 8900 2@1600 2@1600 2@1600 1000 1.B 2@1600 II 1.A 2@1600 1000 3950 I 1050 2@1600 2000 21800 2@1600 1.D 8900 2@1600 2@1600 2@1600 2@1600 2@1600 8900 2@1600 2@1600 1.D 2@1600 2000 2@1600 1.C 21800 1.C TY P 1000 2@1600 2@1600 2@1600 2@1600 1000 2@1600 2@1600 2@1600 2@1600 CLIMB SCAFFOLDING 2@1600 1.E 1.F PE PE II TY I TY 1.F I 2@1600 1.E 2@1600 2@1600 E 1050 3950 6200 7000 7000 7000 6200 3950 1050 43400 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 EXTERNAL SCAFFOLDING LAYOUT PLAN AT LEVEL 46 - TOWER 01 OWNER 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 43400 6200 7000 7000 7000 6200 3950 1050 TY TY PE 2@1600 2@1600 CLIMB SCAFFOLDING 2@1600 2@1600 2@1600 2@1600 2@1600 1000 2@1600 II 1.A 1.B 8900 2@1600 2@1600 8900 2@1600 2@1600 2@1600 1.B 2@1600 PE 1.A 2@1600 1000 3950 I 1050 2@1600 2000 21800 2@1600 1.D 8900 2@1600 2@1600 2@1600 2@1600 2@1600 8900 2@1600 2@1600 1.D 2@1600 2000 2@1600 1.C 21800 1.C TY 1000 2@1600 2@1600 2@1600 2@1600 1000 2@1600 2@1600 2@1600 2@1600 CLIMB SCAFFOLDING 2@1600 1.E 1.F PE II TY PE I TY 1.F I 2@1600 1.E 2@1600 2@1600 PE 1050 3950 6200 7000 7000 7000 6200 3950 1050 43400 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 1.10 CATCHMENT LAYOUT PLAN AT LEVEL 46 - TOWER 02 OWNER KMFG-1217 H=1700 LEVEL TERRACE KMFG-1217 H=1700 LEVEL TERRACE +164.400 KMFG-1217 H=1700 10 11 12 Cable d16/turnbuckle 18 13 KMFG-1217 H=1700 LEVEL 50 LEVEL 50 +160.900 KMFG-1217 H=1700 KMFG-1217 H=1700 LEVEL 49 LEVEL 49 KMFG-1217 H=1700 LEVEL 48 LEVEL 48 KMFG-1217 H=1700 KMFG-1217 H=1700 LEVEL 47 LEVEL 47 KMFG-1217 H=1700 KMFG-1217 H=1700 LEVEL 46 LEVEL 46 TYPICAL ELEVATION (1) DETAIL A SECTION 1-1(TOWER 1) 03 OWNER KMFG-1217 H=1700 LEVEL TERRACE +164.400 KMFG-1217 H=1700 LEVEL TERRACE +164.400 KMFG-1217 H=1700 10 11 12 Cable d16/turnbuckle 18 13 KMFG-1217 H=1700 LEVEL 50 LEVEL 50 +160.900 +160.900 KMFG-1217 H=1700 KMFG-1217 H=1700 LEVEL 49 LEVEL 49 KMFG-1217 H=1700 KMFG-1217 H=1700 LEVEL 48 LEVEL 48 KMFG-1217 H=1700 LEVEL 47 LEVEL 47 KMFG-1217 H=1700 KMFG-1217 H=1700 LEVEL 46 LEVEL 46 TYPICAL ELEVATION (1) DETAIL B SECTION 2-2(TOWER 1) 04 OWNER SCAFFOLDING SAFETY MESH PLYWOOD CABLE D16 STEEL I200x100x5.5x8, L=2000 CATCHMENT A A LEVEL 46 DETAIL BEAM 400x530 BOLT M20 - GRADE 6.6 10mm THICK STEEL PLATE WELDING WITH I STEEL DETAIL A 22 U JACK PLYWOOD STEEL BOX 50x100x2mm WELDING STEEL I200x100x5.5x8 DETAL SECTION A-A Hf =6mm WELDING ROUND THE I BEAM TYPE I TYPE II Hf =6mm WELDING ROUND THE I BEAM 05 DETAIL OF I AT THE CORNER OWNER SCAFFOLDING SAFETY MESH PLYWOOD STEEL I200x100x5.5x8, L=4000 CABLE D16 CATCHMENT B LEVEL 46 DETAIL B DETAIL B V50X5 Hf= 6mm, Lf=300mm GRADE 6.6 CONCRETE SLAB CONCRETE SLAB STEEL I200x100x5.5x8 STEEL I200x100x5.5x8 SECTION B-B (OPTION 1) SECTION B-B (OPTION 2) U JACK PLYWOOD STEEL BOX 50x100x2mm WELDING STEEL I200x100x5.5x8 DETAL 06 OWNER PE TY PE I TY II 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 TY P E II 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 CLIMB SCAFFOLDING 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 CLIMB SCAFFOLDING 2@1600 2@1600 2@1600 TY PE II 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 EXTERNAL SCAFFOLDINGLAYOUT PLAN AT LEVEL 41 - TOWER 07 I OWNER TY P PE E TY II 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 TY PE II 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 CLIMB SCAFFOLDING 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 CLIMB SCAFFOLDING 2@1600 2@1600 2@1600 TY PE II 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 CATCHMENT LAYOUT PLAN AT LEVEL 41 OF TOWER 08 OWNER KMFG-1217 H=1700 LEVEL TERRACE KMFG-1217 H=1700 LEVEL TERRACE +148.150 KMFG-1217 H=1700 10 11 12 Cable d16/turnbuckle 18 13 KMFG-1217 H=1700 LEVEL 45 LEVEL 45 +144.650 KMFG-1217 H=1700 LEVEL 44 KMFG-1217 H=1700 LEVEL 44 KMFG-1217 H=1700 LEVEL 43 LEVEL 43 KMFG-1217 H=1700 KMFG-1217 H=1700 LEVEL 42 LEVEL 42 KMFG-1217 H=1700 KMFG-1217 H=1700 LEVEL 41 LEVEL 41 TYPICAL ELEVATION (3) DETAIL C 09 SECTION 3-3(TOWER 2) OWNER SAFETY MESH SCAFFOLDING CATCHMENT CABLE D16 PLYWOOD A STEEL I200x100x5.5x8, L=4000 BEAM 400x530 DETAIL A BOLT M20 - GRADE 6.6 10mm THICK STEEL PLATE WELDING WITH I STEEL DETAIL C 22 U JACK PLYWOOD STEEL BOX 50x100x2mm WELDING STEEL I200x100x5.5x8 DETAL SECTION A-A Hf =6mm WELDING ROUND THE I BEAM TYPE I TYPE II Hf =6mm WELDING ROUND THE I BEAM 10 DETAIL OF I AT THE CORNER OWNER KMFG-1217 H=1700 LEVEL 49 4000 WIRE PVC (1 LAYER) PIPE D48 AND WIRE MESH B40 KMFG-1217 H=1700 Detail LEVEL 48 KMFG-1217 H=1700 2000 LOCK KMFG-1217 H=1700 Detail LEVEL 47 KMFG-1217 H=1700 KMFG-1217 H=1700 welding by both side CATCHMENT LEVEL 46 DETAIL CABLE HOOK D16 200 50 200 TURNBUCKLE DETAILS HOOK D16 11 2@1600 2@1600 2@1600 2@1600 2@1600 2@1600 OWNER 12 ... 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 TY P E II 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 CLIMB SCAFFOLDING 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 CLIMB SCAFFOLDING 2@ 1600... II 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 CLIMB SCAFFOLDING 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 CLIMB SCAFFOLDING 2@ 1600 2@ 1600 2@ 1600 TY PE II 2@ 1600 2@ 1600... 1.D 8900 2@ 1600 2@ 1600 2@ 1600 2@ 1600 2@ 1600 8900 2@ 1600 2@ 1600 1.D 2@ 1600 20 00 2@ 1600 1.C 21 800 1.C TY 1000 2@ 1600 2@ 1600 2@ 1600 2@ 1600 1000 2@ 1600 2@ 1600 2@ 1600 2@ 1600 CLIMB SCAFFOLDING 2@ 1600