PRIORITY DANGEROUS WORKS・MANUAL & PLAN OF EXTERNAL SCAFFOLDING INSTALLATION METHOD STATEMENT OF SCAFFOLDING ERECTION WORK PROJECT CLAMP 1.KEY PLAN METHOD STATEMENT ONE SHEET A DRAWN ITEMS ① ② ③ ④ ⑤ ⑥ SIDE VIEW ⑦ LOADING STAGE AREA ⑧ ⑨ ⑩ KEY PLAN SCAFFOLDING (FRAME･PIPE) KEEP OUT AREA DETAIL MATERIAL SCHEDULE MARK ● TO THE APPLICABLE ITEMS B CLAMP LOCK C D E FACILITY FRAME SCAFFOLDING PILE SCAFFOLDING ● ◌ BRACKET SCAFFOLDING ◌ ENTIRELY LAYOUT ● STAGE FALL PROTECTION ● ● SOME PORTION ②ONE OF THEM ③MANAGEMENT STEEL PLATE FORM ④INITIAL CHECK REMARKS PLANNING ITEM I METHOD STATEMENT STEEL PLATE FORM 2.DETAIL MATERIAL FRAMES CONECT BOLT HANDRAIL 10 11 12 Show by a drawing Show by a drawing Show by a drawing Show by a drawing Show by a drawing Show by a drawing Show by a drawing Show by a drawing Show by a drawing NIKKEN Kich off meeting 27-May-2020 ● ● ◌ ◌ CONFIRMATION ends (see drawing) turn buckle (see drawing) shown in drawing Safety net (see drawing) No RC wall shown in drawing shown in drawing Yes, shown in drawing(above GF entrance) None (All level) N/A (All Compacted) N/A Horizontal net (shown in drawing) WHERE TO ADJUST THE LENGTH OF SCAFFOLDING HOW TO SUPPORT SCAFFOLDING ? (INDICATE THE DETAIL) LAYOUT OF SCAFFOLDING SUPPORT .PROVIDED VERTICAL SHEET OR NET ? ANY OPENING TO TAKE MATERIALS IN EACH FLOOR? HANDRAIL ON BRIDGE FROM SCAFFOLDING TO BUILDING IS THE LOCATION OF STAIRCASE PROPER? ANY FALL PROTECTIONS ON THE LOWER PART OF SCAFFOLDING? ANY SCAFFOLDINGS WHICH ALSO ACT AS FORMWORK SHORING ? IF THE GROUND HAS SOME SLOPE, HOW TO MAKE THE BOTTOM STABLE? ANY RISK OF SUBSIDENCE? HOW TO PREVENT FALL ACCIDENTS ABOVE BUILDING ENTRANCE? OTHER REQUIREMENTS ITEM DATE 3,03 ton / 9,81m 15 tons ◌ ◌ ● ● ①LABOR&MATERIAL H ◌ MAXIMUM HANGING WEIGHT / RADIUS HEAVY CRANE BARREL MAXIMUM LOADING EQUIPMENT NO USE FOR SCAFFOLDING ERECTION ①SAFETY WALKWAY （SIGNBOARD etc.・ ） ②STAIRCASES （STAIRCASE・LADDER・SLOPE・ ） ③ACCESS BRIDGE FROM SCAFFOLDING TO BUILDING（ 05 nos.・ ） ④VERTICAL PROTECTION （SAFETY NET・SHEET・ ） SAFETY ⑤HORIZONTAL PROTECTION （FLOOR OPENING・SPACE BETWEEN SCAFF & BLDG. ） FACILITIES ⑥ROPE FOR USING SAFETY BELTS （LOCATION・ NIL ） ⑦SIGN BOARD OF SCAFF MAXIMUM CARRY LOAD（LOCATION・ 50 nos.・ ） ⑧GROUND LEVEL DIFFERENCE AT SITE（ ± 200 mm ） ⑨BARRICADE（ WORKING AREA・CRANE WORKING AREA・UNDER LIFTING MATERIALS・ ） SCOPE OF VINATA & SUB-CONTRACTOR VINATA SCOPE ● AREA BY AREA ◌ TYPE : HINO 15T nos: 01 STAIRCASE Confirmation Toolbox Meeting 27-May-2020 0 ORGANIZATION JPM STAIR GM PM Main cons JOINT SM QAQC CROSS BAR SE SAFETY STAFF STEEL BOX PM SM ARMREST SAFETY STAFF ENGINEER sub-cons STEP BRACKET ERECT TEAM LEADER : WORKER LEADER : WORKER ERECT TEAM SUNG A SENH WALL TIE STEEL PIPE MADE BY ENGINEER SM CHECKED BY PM APPROVED PM JPM PM PRIORITY DANGEROUS WORKS・MANUAL & PLAN OF EXTERNAL SCAFFOLDING INSTALLATION METHOD STATEMENT OF SCAFFOLDING ERECTION WORK PROJECT T CONNECT- sample 3.CONECTION MATERIAL DETAIL METHOD STATEMENT ONE SHEET WALL TIE A ① ② ③ ④ ⑤ DRAWN ITEMS ⑥ SIDE VIEW ⑦ LOADING STAGE AREA ⑧ ⑨ ⑩ KEY PLAN SCAFFOLDING (FRAME･PIPE) KEEP OUT AREA DETAIL MATERIAL SCHEDULE MARK ● TO THE APPLICABLE ITEMS B FACILITY C LAYOUT D WALL TIE - sample E FRAME SCAFFOLDING PILE SCAFFOLDING ● ◌ BRACKET SCAFFOLDING ◌ ENTIRELY ● STAGE FALL PROTECTION ● ● SOME PORTION ②ONE OF THEM ③MANAGEMENT ④INITIAL CHECK REMARKS PLANNING ITEM I LOCK- sample METHOD STATEMENT CONNECT - sample 10 11 12 Show by a drawing Show by a drawing Show by a drawing Show by a drawing Show by a drawing Show by a drawing Show by a drawing Show by a drawing Show by a drawing NIKKEN Kich off meeting 27-May-2020 ● ● ◌ ◌ CONFIRMATION ends (see drawing) turn buckle (see drawing) shown in drawing Safety net (see drawing) No RC wall shown in drawing shown in drawing Yes, shown in drawing(above GF entrance) None (All level) N/A (All Compacted) N/A Horizontal net (shown in drawing) WHERE TO ADJUST THE LENGTH OF SCAFFOLDING HOW TO SUPPORT SCAFFOLDING ? (INDICATE THE DETAIL) LAYOUT OF SCAFFOLDING SUPPORT .PROVIDED VERTICAL SHEET OR NET ? ANY OPENING TO TAKE MATERIALS IN EACH FLOOR? HANDRAIL ON BRIDGE FROM SCAFFOLDING TO BUILDING IS THE LOCATION OF STAIRCASE PROPER? ANY FALL PROTECTIONS ON THE LOWER PART OF SCAFFOLDING? ANY SCAFFOLDINGS WHICH ALSO ACT AS FORMWORK SHORING ? IF THE GROUND HAS SOME SLOPE, HOW TO MAKE THE BOTTOM STABLE? ANY RISK OF SUBSIDENCE? HOW TO PREVENT FALL ACCIDENTS ABOVE BUILDING ENTRANCE? OTHER REQUIREMENTS ITEM DATE 3,03 ton / 9,81m 15 tons ◌ ◌ ● ● ①LABOR&MATERIAL H ◌ MAXIMUM HANGING WEIGHT / RADIUS HEAVY CRANE BARREL MAXIMUM LOADING EQUIPMENT NO USE FOR SCAFFOLDING ERECTION ①SAFETY WALKWAY （SIGNBOARD etc.・ ） ②STAIRCASES （STAIRCASE・LADDER・SLOPE・ ） ③ACCESS BRIDGE FROM SCAFFOLDING TO BUILDING（ 05 nos.・ ） ④VERTICAL PROTECTION （SAFETY NET・SHEET・ ） SAFETY ⑤HORIZONTAL PROTECTION （FLOOR OPENING・SPACE BETWEEN SCAFF & BLDG. ） FACILITIES ⑥ROPE FOR USING SAFETY BELTS （LOCATION・ NIL ） ⑦SIGN BOARD OF SCAFF MAXIMUM CARRY LOAD（LOCATION・ 50 nos.・ ） ⑧GROUND LEVEL DIFFERENCE AT SITE（ ± 200 mm ） ⑨BARRICADE（ WORKING AREA・CRANE WORKING AREA・UNDER LIFTING MATERIALS・ ） SCOPE OF VINATA & SUB-CONTRACTOR VINATA SCOPE ● AREA BY AREA ◌ TYPE : HINO 15T nos: 01 STAIRCASE Confirmation Toolbox Meeting 27-May-2020 0 ORGANIZATION JPM GM PM Main cons SM QAQC SE PM SCHEDULE ERECTION BEFORE STEEL STRUCTURE ERECTION SIDE GL: 16 (A-F) SIDE GL: A (16-15) SIDE GL: 16 (A-F) UP TO 2FL (to 5th layer) ZONE A ZONE B ZONE C UP TO 4FL (to 12th layer) ZONE B ZONE A ZONE C UP TO ROOF (to 19th layer) ZONE B ZONE A ZONE C SAFETY STAFF SM 27-May 29-May 29-May 29-May 29-May 29-May SAFETY STAFF ENGINEER sub-cons 4-Jun 11-Jun 12-Jun LEADER : WORKER ERECT TEAM SUNG A SENH 19-Jun 20-Jun 29-Jun ERECT TEAM LEADER : WORKER 28-Jun 5-Jul 7-Jul 7-Jul 20-Jul 18-Jul 18-Jul 27-Jul 29-Jul 29-Jul 9-Aug 9-Aug MADE BY ENGINEER SM CHECKED BY PM APPROVED PM JPM PM PRIORITY DANGEROUS WORKS・MANUAL & PLAN OF EXTERNAL SCAFFOLDING INSTALLATION SIDE VIEW 4FL 5FL MAKE OPENING WHEN MACHINE INSTALLATION AT ELECTRICAL ROOM 3FL MADE BY ENGINEER 2FL SM CHECKED BY PM APPROVED PM JPM PM PRIORITY DANGEROUS WORKS・MANUAL & PLAN OF EXTERNAL SCAFFOLDING INSTALLATION LOADING STAGE AREA LOADING STAGE 4FL LOADING STAGE 2FL - 3FL LOADING STAGE 2FL LOADING STAGE 4FL - 5FL LOADING STAGE 3FL LOADING STAGE 5FL LOADING STAGE 2FL - 3FL- 4FL- 5FL DETAIL (400kg/m2) MADE BY ENGINEER OPENING DETAIL SM CHECKED BY PM APPROVED PM JPM PM PRIORITY DANGEROUS WORKS・MANUAL & PLAN OF EXTERNAL SCAFFOLDING INSTALLATION OPENING DETAIL TYPICAL SECTION FRAME DETAIL MADE BY ENGINEER SM CHECKED BY PM APPROVED PM JPM PM PRIORITY DANGEROUS WORKS・MANUAL & PLAN OF EXTERNAL SCAFFOLDING INSTALLATION ERECTION SEQUENCE MADE BY ENGINEER SM CHECKED BY PM APPROVED PM JPM PM ... SIDE GL: 16 (A-F) UP TO 2FL (to 5th layer) ZONE A ZONE B ZONE C UP TO 4FL (to 12th layer) ZONE B ZONE A ZONE C UP TO ROOF (to 19th layer) ZONE B ZONE A ZONE C SAFETY STAFF SM 27-May 29-May 29-May... METHOD STATEMENT OF SCAFFOLDING ERECTION WORK PROJECT T CONNECT- sample 3.CONECTION MATERIAL DETAIL METHOD STATEMENT ONE SHEET WALL TIE A ① ② ③ ④ ⑤ DRAWN ITEMS ⑥ SIDE VIEW ⑦ LOADING STAGE AREA ⑧... drawing) No RC wall shown in drawing shown in drawing Yes, shown in drawing(above GF entrance) None (All level) N/A (All Compacted) N/A Horizontal net (shown in drawing) WHERE TO ADJUST THE LENGTH