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STRUCTURAL STEELWORK NOTES 1.ALL MATERIALS, FABRICATION, WORKMANSHIP AND ERECTION OF STEELWORK SHALL BE IN ACCORDANCE ALL MATERIALS, FABRICATION, WORKMANSHIP AND ERECTION OF STEELWORK SHALL BE IN ACCORDANCE MATERIALS, FABRICATION, WORKMANSHIP AND ERECTION OF STEELWORK SHALL BE IN ACCORDANCE MATERIALS, FABRICATION, WORKMANSHIP AND ERECTION OF STEELWORK SHALL BE IN ACCORDANCE FABRICATION, WORKMANSHIP AND ERECTION OF STEELWORK SHALL BE IN ACCORDANCE FABRICATION, WORKMANSHIP AND ERECTION OF STEELWORK SHALL BE IN ACCORDANCE WORKMANSHIP AND ERECTION OF STEELWORK SHALL BE IN ACCORDANCE WORKMANSHIP AND ERECTION OF STEELWORK SHALL BE IN ACCORDANCE AND ERECTION OF STEELWORK SHALL BE IN ACCORDANCE AND ERECTION OF STEELWORK SHALL BE IN ACCORDANCE ERECTION OF STEELWORK SHALL BE IN ACCORDANCE ERECTION OF STEELWORK SHALL BE IN ACCORDANCE OF STEELWORK SHALL BE IN ACCORDANCE OF STEELWORK SHALL BE IN ACCORDANCE STEELWORK SHALL BE IN ACCORDANCE STEELWORK SHALL BE IN ACCORDANCE SHALL BE IN ACCORDANCE SHALL BE IN ACCORDANCE BE IN ACCORDANCE BE IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE WITH THE NATIONAL STEELWORK SPECIFICATION FOR BUILDING CONSTRUCTION, 5TH EDITION AS THE NATIONAL STEELWORK SPECIFICATION FOR BUILDING CONSTRUCTION, 5TH EDITION AS THE NATIONAL STEELWORK SPECIFICATION FOR BUILDING CONSTRUCTION, 5TH EDITION AS NATIONAL STEELWORK SPECIFICATION FOR BUILDING CONSTRUCTION, 5TH EDITION AS NATIONAL STEELWORK SPECIFICATION FOR BUILDING CONSTRUCTION, 5TH EDITION AS STEELWORK SPECIFICATION FOR BUILDING CONSTRUCTION, 5TH EDITION AS STEELWORK SPECIFICATION FOR BUILDING CONSTRUCTION, 5TH EDITION AS SPECIFICATION FOR BUILDING CONSTRUCTION, 5TH EDITION AS SPECIFICATION FOR BUILDING CONSTRUCTION, 5TH EDITION AS FOR BUILDING CONSTRUCTION, 5TH EDITION AS FOR BUILDING CONSTRUCTION, 5TH EDITION AS BUILDING CONSTRUCTION, 5TH EDITION AS BUILDING CONSTRUCTION, 5TH EDITION AS CONSTRUCTION, 5TH EDITION AS CONSTRUCTION, 5TH EDITION AS 5TH EDITION AS 5TH EDITION AS EDITION AS EDITION AS AS AS PUBLISHED BY THE BRITISH CONSTRUCTIONAL STEELWORK ASSOCIATION. 2.STEELWORK CONNECTIONS SHALL COMPRISE NOT LESS THAN STEELWORK CONNECTIONS SHALL COMPRISE NOT LESS THAN 4 NO. M12 DIA. GR. 8.8 BOLTS FOR ALL OTHER MEMBERS, EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS. WHERE CONNECTION LOADS ARE PROVIDED BY THE ENGINEER, THE STEELWORK CONTRACTOR SHALL DESIGN CONNECTIONS WHICH WILL BE SUBJECT TO COMMENT BY THE ENGINEER. 3.STEEL BEAMS SHALL AT LEAST HAVE THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE STEEL BEAMS SHALL AT LEAST HAVE THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE BEAMS SHALL AT LEAST HAVE THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE BEAMS SHALL AT LEAST HAVE THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE SHALL AT LEAST HAVE THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE SHALL AT LEAST HAVE THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE AT LEAST HAVE THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE AT LEAST HAVE THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE LEAST HAVE THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE LEAST HAVE THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE HAVE THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE HAVE THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE MINIMUM BEARINGS ON MASONRY WALLS AS SHOWN ON THE BEARINGS ON MASONRY WALLS AS SHOWN ON THE BEARINGS ON MASONRY WALLS AS SHOWN ON THE ON MASONRY WALLS AS SHOWN ON THE ON MASONRY WALLS AS SHOWN ON THE MASONRY WALLS AS SHOWN ON THE MASONRY WALLS AS SHOWN ON THE WALLS AS SHOWN ON THE WALLS AS SHOWN ON THE AS SHOWN ON THE AS SHOWN ON THE SHOWN ON THE SHOWN ON THE ON THE ON THE THE THE DRAWINGS. WHERE NO DETAILS OF BEARINGS ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE WHERE NO DETAILS OF BEARINGS ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE WHERE NO DETAILS OF BEARINGS ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE WHERE NO DETAILS OF BEARINGS ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE NO DETAILS OF BEARINGS ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE NO DETAILS OF BEARINGS ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE DETAILS OF BEARINGS ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE DETAILS OF BEARINGS ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE OF BEARINGS ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE OF BEARINGS ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE BEARINGS ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE BEARINGS ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE PROVIDE BEARINGS TO THE FULL WIDTH OF THE PROVIDE BEARINGS TO THE FULL WIDTH OF THE BEARINGS TO THE FULL WIDTH OF THE BEARINGS TO THE FULL WIDTH OF THE TO THE FULL WIDTH OF THE TO THE FULL WIDTH OF THE THE FULL WIDTH OF THE THE FULL WIDTH OF THE FULL WIDTH OF THE FULL WIDTH OF THE WIDTH OF THE WIDTH OF THE OF THE OF THE THE THE SUPPORTING LEAF,PADSTONE OR 150MM WHICHEVER IS GREATER. 4.STEEL COLUMNS SHALL BE RAISED OR LOWERED TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY STEEL COLUMNS SHALL BE RAISED OR LOWERED TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY COLUMNS SHALL BE RAISED OR LOWERED TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY COLUMNS SHALL BE RAISED OR LOWERED TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY SHALL BE RAISED OR LOWERED TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY SHALL BE RAISED OR LOWERED TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY BE RAISED OR LOWERED TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY BE RAISED OR LOWERED TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY RAISED OR LOWERED TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY RAISED OR LOWERED TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY OR LOWERED TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY OR LOWERED TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY LOWERED TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY LOWERED TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY TO THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY THE CORRECT LEVELS OFF FOUNDATIONS/MASONRY CORRECT LEVELS OFF FOUNDATIONS/MASONRY CORRECT LEVELS OFF FOUNDATIONS/MASONRY LEVELS OFF FOUNDATIONS/MASONRY LEVELS OFF FOUNDATIONS/MASONRY OFF FOUNDATIONS/MASONRY OFF FOUNDATIONS/MASONRY FOUNDATIONS/MASONRY FOUNDATIONS/MASONRY SUPPORTS USING SAWN STEEL PACKS NOT LESS THAN 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR USING SAWN STEEL PACKS NOT LESS THAN 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR USING SAWN STEEL PACKS NOT LESS THAN 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR SAWN STEEL PACKS NOT LESS THAN 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR SAWN STEEL PACKS NOT LESS THAN 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR STEEL PACKS NOT LESS THAN 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR STEEL PACKS NOT LESS THAN 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR PACKS NOT LESS THAN 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR PACKS NOT LESS THAN 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR NOT LESS THAN 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR NOT LESS THAN 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR LESS THAN 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR LESS THAN 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR THAN 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR THAN 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR 75MM SQUARE. ALLOWANCE SHALL BE MADE FOR SQUARE. ALLOWANCE SHALL BE MADE FOR SQUARE. ALLOWANCE SHALL BE MADE FOR ALLOWANCE SHALL BE MADE FOR ALLOWANCE SHALL BE MADE FOR ALLOWANCE SHALL BE MADE FOR SHALL BE MADE FOR SHALL BE MADE FOR BE MADE FOR BE MADE FOR MADE FOR MADE FOR FOR FOR NOMINAL 25MM THICKNESS OF GROUT BETWEEN COLUMN BASEPLATES AND FOUNDATIONS/MASONRY 25MM THICKNESS OF GROUT BETWEEN COLUMN BASEPLATES AND FOUNDATIONS/MASONRY 25MM THICKNESS OF GROUT BETWEEN COLUMN BASEPLATES AND FOUNDATIONS/MASONRY THICKNESS OF GROUT BETWEEN COLUMN BASEPLATES AND FOUNDATIONS/MASONRY THICKNESS OF GROUT BETWEEN COLUMN BASEPLATES AND FOUNDATIONS/MASONRY OF GROUT BETWEEN COLUMN BASEPLATES AND FOUNDATIONS/MASONRY OF GROUT BETWEEN COLUMN BASEPLATES AND FOUNDATIONS/MASONRY GROUT BETWEEN COLUMN BASEPLATES AND FOUNDATIONS/MASONRY GROUT BETWEEN COLUMN BASEPLATES AND FOUNDATIONS/MASONRY BETWEEN COLUMN BASEPLATES AND FOUNDATIONS/MASONRY BETWEEN COLUMN BASEPLATES AND FOUNDATIONS/MASONRY COLUMN BASEPLATES AND FOUNDATIONS/MASONRY COLUMN BASEPLATES AND FOUNDATIONS/MASONRY BASEPLATES AND FOUNDATIONS/MASONRY BASEPLATES AND FOUNDATIONS/MASONRY AND FOUNDATIONS/MASONRY AND FOUNDATIONS/MASONRY FOUNDATIONS/MASONRY FOUNDATIONS/MASONRY SUPPORTS. GROUT SHALL TAKE THE FORM OF NEAT CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND GROUT SHALL TAKE THE FORM OF NEAT CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND GROUT SHALL TAKE THE FORM OF NEAT CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND SHALL TAKE THE FORM OF NEAT CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND SHALL TAKE THE FORM OF NEAT CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND TAKE THE FORM OF NEAT CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND TAKE THE FORM OF NEAT CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND THE FORM OF NEAT CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND THE FORM OF NEAT CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND FORM OF NEAT CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND FORM OF NEAT CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND OF NEAT CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND OF NEAT CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND NEAT CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND NEAT CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND CEMENT SLURRY WITH A NON SHRINK ADDITIVE AND SLURRY WITH A NON SHRINK ADDITIVE AND SLURRY WITH A NON SHRINK ADDITIVE AND WITH A NON SHRINK ADDITIVE AND WITH A NON SHRINK ADDITIVE AND A NON SHRINK ADDITIVE AND A NON SHRINK ADDITIVE AND NON SHRINK ADDITIVE AND NON SHRINK ADDITIVE AND SHRINK ADDITIVE AND SHRINK ADDITIVE AND ADDITIVE AND ADDITIVE AND AND AND SHOULD BE JUST FLUID ENOUGH TO POUR. 5.SITE MODIFICATIONS TO STRUCTURAL STEELWORK SHALL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL SITE MODIFICATIONS TO STRUCTURAL STEELWORK SHALL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL MODIFICATIONS TO STRUCTURAL STEELWORK SHALL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL MODIFICATIONS TO STRUCTURAL STEELWORK SHALL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL TO STRUCTURAL STEELWORK SHALL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL TO STRUCTURAL STEELWORK SHALL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL STRUCTURAL STEELWORK SHALL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL STRUCTURAL STEELWORK SHALL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL STEELWORK SHALL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL STEELWORK SHALL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL SHALL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL SHALL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL BE CARRIED OUT UNLESS PRIOR APPROVAL BE CARRIED OUT UNLESS PRIOR APPROVAL CARRIED OUT UNLESS PRIOR APPROVAL CARRIED OUT UNLESS PRIOR APPROVAL OUT UNLESS PRIOR APPROVAL OUT UNLESS PRIOR APPROVAL UNLESS PRIOR APPROVAL UNLESS PRIOR APPROVAL PRIOR APPROVAL PRIOR APPROVAL APPROVAL APPROVAL HAS BEEN OBTAINED FROM THE ENGINEER 6.ALL STRUCTURAL STEELWORK SHALL BE BLAST CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE ALL STRUCTURAL STEELWORK SHALL BE BLAST CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE STRUCTURAL STEELWORK SHALL BE BLAST CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE STRUCTURAL STEELWORK SHALL BE BLAST CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE STEELWORK SHALL BE BLAST CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE STEELWORK SHALL BE BLAST CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE SHALL BE BLAST CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE SHALL BE BLAST CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE BE BLAST CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE BE BLAST CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE BLAST CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE BLAST CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE TO B.S.7079 : PART A1, PREPARATION GRADE TO B.S.7079 : PART A1, PREPARATION GRADE B.S.7079 : PART A1, PREPARATION GRADE B.S.7079 : PART A1, PREPARATION GRADE : PART A1, PREPARATION GRADE : PART A1, PREPARATION GRADE PART A1, PREPARATION GRADE PART A1, PREPARATION GRADE A1, PREPARATION GRADE A1, PREPARATION GRADE PREPARATION GRADE PREPARATION GRADE GRADE GRADE SA21/2 AND, EXCEPT WHERE SPECIFIED AS GALVANISED, SHALL BE PAINTED WITH A SUITABLE GOOD AND, EXCEPT WHERE SPECIFIED AS GALVANISED, SHALL BE PAINTED WITH A SUITABLE GOOD AND, EXCEPT WHERE SPECIFIED AS GALVANISED, SHALL BE PAINTED WITH A SUITABLE GOOD EXCEPT WHERE SPECIFIED AS GALVANISED, SHALL BE PAINTED WITH A SUITABLE GOOD EXCEPT WHERE SPECIFIED AS GALVANISED, SHALL BE PAINTED WITH A SUITABLE GOOD WHERE SPECIFIED AS GALVANISED, SHALL BE PAINTED WITH A SUITABLE GOOD WHERE SPECIFIED AS GALVANISED, SHALL BE PAINTED WITH A SUITABLE GOOD SPECIFIED AS GALVANISED, SHALL BE PAINTED WITH A SUITABLE GOOD SPECIFIED AS GALVANISED, SHALL BE PAINTED WITH A SUITABLE GOOD AS GALVANISED, SHALL BE PAINTED WITH A SUITABLE GOOD AS GALVANISED, SHALL BE PAINTED WITH A SUITABLE GOOD GALVANISED, SHALL BE PAINTED WITH A SUITABLE GOOD GALVANISED, SHALL BE PAINTED WITH A SUITABLE GOOD SHALL BE PAINTED WITH A SUITABLE GOOD SHALL BE PAINTED WITH A SUITABLE GOOD BE PAINTED WITH A SUITABLE GOOD BE PAINTED WITH A SUITABLE GOOD PAINTED WITH A SUITABLE GOOD PAINTED WITH A SUITABLE GOOD WITH A SUITABLE GOOD WITH A SUITABLE GOOD A SUITABLE GOOD A SUITABLE GOOD SUITABLE GOOD SUITABLE GOOD GOOD GOOD QUALITY HIGH BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS HIGH BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS HIGH BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS PHOSPHATE PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS PHOSPHATE PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS TO PROVIDE A DRY FILM THICKNESS OF NOT LESS TO PROVIDE A DRY FILM THICKNESS OF NOT LESS PROVIDE A DRY FILM THICKNESS OF NOT LESS PROVIDE A DRY FILM THICKNESS OF NOT LESS A DRY FILM THICKNESS OF NOT LESS A DRY FILM THICKNESS OF NOT LESS DRY FILM THICKNESS OF NOT LESS DRY FILM THICKNESS OF NOT LESS FILM THICKNESS OF NOT LESS FILM THICKNESS OF NOT LESS THICKNESS OF NOT LESS THICKNESS OF NOT LESS OF NOT LESS OF NOT LESS NOT LESS NOT LESS LESS LESS THAN 75 MICRONS. A PRE-FABRICATION PRIMER MAY BE USED AT THE FABRICATORS DISCRETION. THE 75 MICRONS. A PRE-FABRICATION PRIMER MAY BE USED AT THE FABRICATORS DISCRETION. THE 75 MICRONS. A PRE-FABRICATION PRIMER MAY BE USED AT THE FABRICATORS DISCRETION. THE MICRONS. A PRE-FABRICATION PRIMER MAY BE USED AT THE FABRICATORS DISCRETION. THE MICRONS. A PRE-FABRICATION PRIMER MAY BE USED AT THE FABRICATORS DISCRETION. THE A PRE-FABRICATION PRIMER MAY BE USED AT THE FABRICATORS DISCRETION. THE A PRE-FABRICATION PRIMER MAY BE USED AT THE FABRICATORS DISCRETION. THE PRE-FABRICATION PRIMER MAY BE USED AT THE FABRICATORS DISCRETION. THE PRE-FABRICATION PRIMER MAY BE USED AT THE FABRICATORS DISCRETION. THE PRIMER MAY BE USED AT THE FABRICATORS DISCRETION. THE PRIMER MAY BE USED AT THE FABRICATORS DISCRETION. THE MAY BE USED AT THE FABRICATORS DISCRETION. THE MAY BE USED AT THE FABRICATORS DISCRETION. THE BE USED AT THE FABRICATORS DISCRETION. THE BE USED AT THE FABRICATORS DISCRETION. THE USED AT THE FABRICATORS DISCRETION. THE USED AT THE FABRICATORS DISCRETION. THE AT THE FABRICATORS DISCRETION. THE AT THE FABRICATORS DISCRETION. THE THE FABRICATORS DISCRETION. THE THE FABRICATORS DISCRETION. THE FABRICATORS DISCRETION. THE FABRICATORS DISCRETION. THE DISCRETION. THE DISCRETION. THE THE THE CONTRACTOR SHALL ENSURE THAT THE PRIMER USED IS COMPATIBLE WITH SUBSEQUENT COATINGS SHALL ENSURE THAT THE PRIMER USED IS COMPATIBLE WITH SUBSEQUENT COATINGS SHALL ENSURE THAT THE PRIMER USED IS COMPATIBLE WITH SUBSEQUENT COATINGS ENSURE THAT THE PRIMER USED IS COMPATIBLE WITH SUBSEQUENT COATINGS ENSURE THAT THE PRIMER USED IS COMPATIBLE WITH SUBSEQUENT COATINGS THAT THE PRIMER USED IS COMPATIBLE WITH SUBSEQUENT COATINGS THAT THE PRIMER USED IS COMPATIBLE WITH SUBSEQUENT COATINGS THE PRIMER USED IS COMPATIBLE WITH SUBSEQUENT COATINGS THE PRIMER USED IS COMPATIBLE WITH SUBSEQUENT COATINGS PRIMER USED IS COMPATIBLE WITH SUBSEQUENT COATINGS PRIMER USED IS COMPATIBLE WITH SUBSEQUENT COATINGS USED IS COMPATIBLE WITH SUBSEQUENT COATINGS USED IS COMPATIBLE WITH SUBSEQUENT COATINGS IS COMPATIBLE WITH SUBSEQUENT COATINGS IS COMPATIBLE WITH SUBSEQUENT COATINGS COMPATIBLE WITH SUBSEQUENT COATINGS COMPATIBLE WITH SUBSEQUENT COATINGS WITH SUBSEQUENT COATINGS WITH SUBSEQUENT COATINGS SUBSEQUENT COATINGS SUBSEQUENT COATINGS COATINGS COATINGS SPECIFIED BY OTHERS. (E.G. INTUMESCENT PAINT). 7.STEELWORK SPECIFIED AS GALVANISED SHALL BE BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO STEELWORK SPECIFIED AS GALVANISED SHALL BE BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO SPECIFIED AS GALVANISED SHALL BE BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO SPECIFIED AS GALVANISED SHALL BE BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO AS GALVANISED SHALL BE BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO AS GALVANISED SHALL BE BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO GALVANISED SHALL BE BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO GALVANISED SHALL BE BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO SHALL BE BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO SHALL BE BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO BE BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO BE BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO CLEANED AS ABOVE & HOT DIP GALVANISED TO CLEANED AS ABOVE & HOT DIP GALVANISED TO AS ABOVE & HOT DIP GALVANISED TO AS ABOVE & HOT DIP GALVANISED TO ABOVE & HOT DIP GALVANISED TO ABOVE & HOT DIP GALVANISED TO & HOT DIP GALVANISED TO & HOT DIP GALVANISED TO HOT DIP GALVANISED TO HOT DIP GALVANISED TO DIP GALVANISED TO DIP GALVANISED TO GALVANISED TO GALVANISED TO TO TO B.S.729 MINIMUM COATING THICKNESS 85 MICRONS. 8.ALL STEELWORK BELOW DPC LEVEL OR BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE ALL STEELWORK BELOW DPC LEVEL OR BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE STEELWORK BELOW DPC LEVEL OR BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE STEELWORK BELOW DPC LEVEL OR BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE BELOW DPC LEVEL OR BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE BELOW DPC LEVEL OR BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE DPC LEVEL OR BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE DPC LEVEL OR BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE LEVEL OR BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE LEVEL OR BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE OR BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE OR BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE WITHIN THE MASONRY WALL CAVITY SHALL BE SITE WITHIN THE MASONRY WALL CAVITY SHALL BE SITE THE MASONRY WALL CAVITY SHALL BE SITE THE MASONRY WALL CAVITY SHALL BE SITE MASONRY WALL CAVITY SHALL BE SITE MASONRY WALL CAVITY SHALL BE SITE WALL CAVITY SHALL BE SITE WALL CAVITY SHALL BE SITE CAVITY SHALL BE SITE CAVITY SHALL BE SITE SHALL BE SITE SHALL BE SITE BE SITE BE SITE SITE SITE PAINTED WITH A COMPATIBLE HIGH BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM WITH A COMPATIBLE HIGH BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM WITH A COMPATIBLE HIGH BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM A COMPATIBLE HIGH BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM A COMPATIBLE HIGH BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM COMPATIBLE HIGH BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM COMPATIBLE HIGH BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM HIGH BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM HIGH BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM BUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM PHOSPHATE PRIMER TO PROVIDE A DRY FILM PHOSPHATE PRIMER TO PROVIDE A DRY FILM PRIMER TO PROVIDE A DRY FILM PRIMER TO PROVIDE A DRY FILM TO PROVIDE A DRY FILM TO PROVIDE A DRY FILM PROVIDE A DRY FILM PROVIDE A DRY FILM A DRY FILM A DRY FILM DRY FILM DRY FILM FILM FILM THICKNESS OF NOT LESS THAN 125 MICRONS, TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. OF NOT LESS THAN 125 MICRONS, TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. OF NOT LESS THAN 125 MICRONS, TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. NOT LESS THAN 125 MICRONS, TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. NOT LESS THAN 125 MICRONS, TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. LESS THAN 125 MICRONS, TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. LESS THAN 125 MICRONS, TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. THAN 125 MICRONS, TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. THAN 125 MICRONS, TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. 125 MICRONS, TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. 125 MICRONS, TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. MICRONS, TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. MICRONS, TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. TO ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. ACHIEVE AN OVERALL PRIMER COATING OF 200 MICRONS. AN OVERALL PRIMER COATING OF 200 MICRONS. AN OVERALL PRIMER COATING OF 200 MICRONS. OVERALL PRIMER COATING OF 200 MICRONS. OVERALL PRIMER COATING OF 200 MICRONS. PRIMER COATING OF 200 MICRONS. PRIMER COATING OF 200 MICRONS. COATING OF 200 MICRONS. COATING OF 200 MICRONS. OF 200 MICRONS. OF 200 MICRONS. 200 MICRONS. 200 MICRONS. MICRONS. MICRONS. I.E. LEIGHS PAINTS EPIGRIP C400 ZINC PHOSPHATE PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC LEIGHS PAINTS EPIGRIP C400 ZINC PHOSPHATE PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC LEIGHS PAINTS EPIGRIP C400 ZINC PHOSPHATE PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC PAINTS EPIGRIP C400 ZINC PHOSPHATE PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC PAINTS EPIGRIP C400 ZINC PHOSPHATE PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC EPIGRIP C400 ZINC PHOSPHATE PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC EPIGRIP C400 ZINC PHOSPHATE PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC C400 ZINC PHOSPHATE PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC C400 ZINC PHOSPHATE PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC ZINC PHOSPHATE PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC ZINC PHOSPHATE PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC PHOSPHATE PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC PHOSPHATE PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC PRIMER/BUILDCOAT OR EQUAL. STEELWORK BELOW DPC OR EQUAL. STEELWORK BELOW DPC OR EQUAL. STEELWORK BELOW DPC EQUAL. STEELWORK BELOW DPC EQUAL. STEELWORK BELOW DPC STEELWORK BELOW DPC STEELWORK BELOW DPC BELOW DPC BELOW DPC DPC DPC SHALL ALSO BE ENCASED IN NOT LESS THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE ALSO BE ENCASED IN NOT LESS THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE ALSO BE ENCASED IN NOT LESS THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE BE ENCASED IN NOT LESS THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE BE ENCASED IN NOT LESS THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE ENCASED IN NOT LESS THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE ENCASED IN NOT LESS THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE IN NOT LESS THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE IN NOT LESS THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE NOT LESS THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE NOT LESS THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE LESS THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE LESS THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE OF CONCRETE NOT WEAKER THAN SPECIFIED ON THE CONCRETE NOT WEAKER THAN SPECIFIED ON THE CONCRETE NOT WEAKER THAN SPECIFIED ON THE NOT WEAKER THAN SPECIFIED ON THE NOT WEAKER THAN SPECIFIED ON THE WEAKER THAN SPECIFIED ON THE WEAKER THAN SPECIFIED ON THE THAN SPECIFIED ON THE THAN SPECIFIED ON THE SPECIFIED ON THE SPECIFIED ON THE ON THE ON THE THE THE DRAWINGS. 9.STEELWORK CONTRACTOR TO CO-ORDINATE WITH MAIN CONTRACTOR AND CLADDING CONTRACTOR TO STEELWORK CONTRACTOR TO CO-ORDINATE WITH MAIN CONTRACTOR AND CLADDING CONTRACTOR TO CONTRACTOR TO CO-ORDINATE WITH MAIN CONTRACTOR AND CLADDING CONTRACTOR TO CONTRACTOR TO CO-ORDINATE WITH MAIN CONTRACTOR AND CLADDING CONTRACTOR TO TO CO-ORDINATE WITH MAIN CONTRACTOR AND CLADDING CONTRACTOR TO TO CO-ORDINATE WITH MAIN CONTRACTOR AND CLADDING CONTRACTOR TO CO-ORDINATE WITH MAIN CONTRACTOR AND CLADDING CONTRACTOR TO CO-ORDINATE WITH MAIN CONTRACTOR AND CLADDING CONTRACTOR TO WITH MAIN CONTRACTOR AND CLADDING CONTRACTOR TO WITH MAIN CONTRACTOR AND CLADDING CONTRACTOR TO MAIN CONTRACTOR AND CLADDING CONTRACTOR TO MAIN CONTRACTOR AND CLADDING CONTRACTOR TO CONTRACTOR AND CLADDING CONTRACTOR TO CONTRACTOR AND CLADDING CONTRACTOR TO AND CLADDING CONTRACTOR TO AND CLADDING CONTRACTOR TO CLADDING CONTRACTOR TO CLADDING CONTRACTOR TO CONTRACTOR TO CONTRACTOR TO TO TO PROVIDE ALL NECESSARY SECONDARY STEELWORK, TRIMMING ETC. AS REQUIRED AROUND ALL DOORS, ALL NECESSARY SECONDARY STEELWORK, TRIMMING ETC. AS REQUIRED AROUND ALL DOORS, ALL NECESSARY SECONDARY STEELWORK, TRIMMING ETC. AS REQUIRED AROUND ALL DOORS, NECESSARY SECONDARY STEELWORK, TRIMMING ETC. AS REQUIRED AROUND ALL DOORS, NECESSARY SECONDARY STEELWORK, TRIMMING ETC. AS REQUIRED AROUND ALL DOORS, SECONDARY STEELWORK, TRIMMING ETC. AS REQUIRED AROUND ALL DOORS, SECONDARY STEELWORK, TRIMMING ETC. AS REQUIRED AROUND ALL DOORS, STEELWORK, TRIMMING ETC. AS REQUIRED AROUND ALL DOORS, STEELWORK, TRIMMING ETC. AS REQUIRED AROUND ALL DOORS, TRIMMING ETC. AS REQUIRED AROUND ALL DOORS, TRIMMING ETC. AS REQUIRED AROUND ALL DOORS, ETC. AS REQUIRED AROUND ALL DOORS, ETC. AS REQUIRED AROUND ALL DOORS, AS REQUIRED AROUND ALL DOORS, AS REQUIRED AROUND ALL DOORS, REQUIRED AROUND ALL DOORS, REQUIRED AROUND ALL DOORS, AROUND ALL DOORS, AROUND ALL DOORS, ALL DOORS, ALL DOORS, DOORS, DOORS, WINDOWS AND THE LIKE. 10.STEELWORK CONTRACTOR TO CO-ORDINATE WITH MAIN CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY STEELWORK CONTRACTOR TO CO-ORDINATE WITH MAIN CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY CONTRACTOR TO CO-ORDINATE WITH MAIN CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY CONTRACTOR TO CO-ORDINATE WITH MAIN CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY TO CO-ORDINATE WITH MAIN CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY TO CO-ORDINATE WITH MAIN CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY CO-ORDINATE WITH MAIN CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY CO-ORDINATE WITH MAIN CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY WITH MAIN CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY WITH MAIN CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY MAIN CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY MAIN CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY TO PROVIDE ADEQUATE TEMPORARY TO PROVIDE ADEQUATE TEMPORARY PROVIDE ADEQUATE TEMPORARY PROVIDE ADEQUATE TEMPORARY ADEQUATE TEMPORARY ADEQUATE TEMPORARY TEMPORARY TEMPORARY BRACING DURING THE SEQUENCE OF ERECTION. TIMBER FLOOR CONSTRUCTION NOTES 1.ALL STRUCTURAL TIMBER FLOOR MEMBERS TO BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. ALL STRUCTURAL TIMBER FLOOR MEMBERS TO BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. STRUCTURAL TIMBER FLOOR MEMBERS TO BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. STRUCTURAL TIMBER FLOOR MEMBERS TO BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. TIMBER FLOOR MEMBERS TO BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. TIMBER FLOOR MEMBERS TO BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. FLOOR MEMBERS TO BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. FLOOR MEMBERS TO BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. MEMBERS TO BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. MEMBERS TO BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. TO BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. TO BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. SIZE AS SHOWN ON THE DETAIL DRAWINGS. SIZE AS SHOWN ON THE DETAIL DRAWINGS. AS SHOWN ON THE DETAIL DRAWINGS. AS SHOWN ON THE DETAIL DRAWINGS. SHOWN ON THE DETAIL DRAWINGS. SHOWN ON THE DETAIL DRAWINGS. ON THE DETAIL DRAWINGS. ON THE DETAIL DRAWINGS. THE DETAIL DRAWINGS. THE DETAIL DRAWINGS. DETAIL DRAWINGS. DETAIL DRAWINGS. DRAWINGS. DRAWINGS. SIZES SHOWN ARE NOMINAL TIMBER SIZES EXCEPT AS NOTED ON THE DRAWINGS AND WILL BE SUBJECT TO REDUCTIONS IN FINISHED SIZE TO B.S.4471 2.TIMBER FLOOR JOIST SHALL HAVE MINIMUM BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS TIMBER FLOOR JOIST SHALL HAVE MINIMUM BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS FLOOR JOIST SHALL HAVE MINIMUM BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS FLOOR JOIST SHALL HAVE MINIMUM BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS JOIST SHALL HAVE MINIMUM BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS JOIST SHALL HAVE MINIMUM BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS SHALL HAVE MINIMUM BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS SHALL HAVE MINIMUM BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS HAVE MINIMUM BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS HAVE MINIMUM BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS MINIMUM BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS MINIMUM BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS 100MM ON MASONRY AND 75MM ON STEEL BEAMS 100MM ON MASONRY AND 75MM ON STEEL BEAMS ON MASONRY AND 75MM ON STEEL BEAMS ON MASONRY AND 75MM ON STEEL BEAMS MASONRY AND 75MM ON STEEL BEAMS MASONRY AND 75MM ON STEEL BEAMS AND 75MM ON STEEL BEAMS AND 75MM ON STEEL BEAMS 75MM ON STEEL BEAMS 75MM ON STEEL BEAMS ON STEEL BEAMS ON STEEL BEAMS STEEL BEAMS STEEL BEAMS BEAMS BEAMS OR TIMBER PLATES EXCEPT AS NOTED ON THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT TIMBER PLATES EXCEPT AS NOTED ON THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT TIMBER PLATES EXCEPT AS NOTED ON THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT PLATES EXCEPT AS NOTED ON THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT PLATES EXCEPT AS NOTED ON THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT EXCEPT AS NOTED ON THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT EXCEPT AS NOTED ON THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT AS NOTED ON THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT AS NOTED ON THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT NOTED ON THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT NOTED ON THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT ON THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT ON THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT TIMBER FLOOR JOISTS SHALL NOT BE BUILT TIMBER FLOOR JOISTS SHALL NOT BE BUILT FLOOR JOISTS SHALL NOT BE BUILT FLOOR JOISTS SHALL NOT BE BUILT JOISTS SHALL NOT BE BUILT JOISTS SHALL NOT BE BUILT SHALL NOT BE BUILT SHALL NOT BE BUILT NOT BE BUILT NOT BE BUILT BE BUILT BE BUILT BUILT BUILT INTO PARTY WALL CONSTRUCTIONS BUT SHALL BE SUPPORTED ON PROPRIETARY JOIST HANGERS AT PARTY WALL CONSTRUCTIONS BUT SHALL BE SUPPORTED ON PROPRIETARY JOIST HANGERS AT PARTY WALL CONSTRUCTIONS BUT SHALL BE SUPPORTED ON PROPRIETARY JOIST HANGERS AT WALL CONSTRUCTIONS BUT SHALL BE SUPPORTED ON PROPRIETARY JOIST HANGERS AT WALL CONSTRUCTIONS BUT SHALL BE SUPPORTED ON PROPRIETARY JOIST HANGERS AT CONSTRUCTIONS BUT SHALL BE SUPPORTED ON PROPRIETARY JOIST HANGERS AT CONSTRUCTIONS BUT SHALL BE SUPPORTED ON PROPRIETARY JOIST HANGERS AT BUT SHALL BE SUPPORTED ON PROPRIETARY JOIST HANGERS AT BUT SHALL BE SUPPORTED ON PROPRIETARY JOIST HANGERS AT SHALL BE SUPPORTED ON PROPRIETARY JOIST HANGERS AT SHALL BE SUPPORTED ON PROPRIETARY JOIST HANGERS AT BE SUPPORTED ON PROPRIETARY JOIST HANGERS AT BE SUPPORTED ON PROPRIETARY JOIST HANGERS AT SUPPORTED ON PROPRIETARY JOIST HANGERS AT SUPPORTED ON PROPRIETARY JOIST HANGERS AT ON PROPRIETARY JOIST HANGERS AT ON PROPRIETARY JOIST HANGERS AT PROPRIETARY JOIST HANGERS AT PROPRIETARY JOIST HANGERS AT JOIST HANGERS AT JOIST HANGERS AT HANGERS AT HANGERS AT AT AT SUCH LOCATIONS. RESTRAINT TYPE JOIST HANGERS CAPABLE OF RESISTING TENSILE FORCES, IN LOCATIONS. RESTRAINT TYPE JOIST HANGERS CAPABLE OF RESISTING TENSILE FORCES, IN LOCATIONS. RESTRAINT TYPE JOIST HANGERS CAPABLE OF RESISTING TENSILE FORCES, IN RESTRAINT TYPE JOIST HANGERS CAPABLE OF RESISTING TENSILE FORCES, IN RESTRAINT TYPE JOIST HANGERS CAPABLE OF RESISTING TENSILE FORCES, IN TYPE JOIST HANGERS CAPABLE OF RESISTING TENSILE FORCES, IN TYPE JOIST HANGERS CAPABLE OF RESISTING TENSILE FORCES, IN JOIST HANGERS CAPABLE OF RESISTING TENSILE FORCES, IN JOIST HANGERS CAPABLE OF RESISTING TENSILE FORCES, IN HANGERS CAPABLE OF RESISTING TENSILE FORCES, IN HANGERS CAPABLE OF RESISTING TENSILE FORCES, IN CAPABLE OF RESISTING TENSILE FORCES, IN CAPABLE OF RESISTING TENSILE FORCES, IN OF RESISTING TENSILE FORCES, IN OF RESISTING TENSILE FORCES, IN RESISTING TENSILE FORCES, IN RESISTING TENSILE FORCES, IN TENSILE FORCES, IN TENSILE FORCES, IN FORCES, IN FORCES, IN IN IN ACCORDANCE WITH BS 5628-1 APPENDIX C TO BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS WITH BS 5628-1 APPENDIX C TO BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS WITH BS 5628-1 APPENDIX C TO BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS BS 5628-1 APPENDIX C TO BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS BS 5628-1 APPENDIX C TO BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS 5628-1 APPENDIX C TO BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS 5628-1 APPENDIX C TO BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS APPENDIX C TO BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS APPENDIX C TO BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS C TO BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS C TO BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS TO BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS TO BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS ALTERNATIVELY, PROVIDE RESTRAINT STRAPS ALTERNATIVELY, PROVIDE RESTRAINT STRAPS PROVIDE RESTRAINT STRAPS PROVIDE RESTRAINT STRAPS RESTRAINT STRAPS RESTRAINT STRAPS STRAPS STRAPS AT NOT MORE THAN 2.0M CENTRES USING 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH NOT MORE THAN 2.0M CENTRES USING 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH NOT MORE THAN 2.0M CENTRES USING 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH MORE THAN 2.0M CENTRES USING 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH MORE THAN 2.0M CENTRES USING 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH THAN 2.0M CENTRES USING 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH THAN 2.0M CENTRES USING 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH 2.0M CENTRES USING 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH 2.0M CENTRES USING 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH CENTRES USING 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH CENTRES USING 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH USING 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH USING 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH GALVANISED STRAPS WITH A TURN DOWN LENGTH GALVANISED STRAPS WITH A TURN DOWN LENGTH STRAPS WITH A TURN DOWN LENGTH STRAPS WITH A TURN DOWN LENGTH WITH A TURN DOWN LENGTH WITH A TURN DOWN LENGTH A TURN DOWN LENGTH A TURN DOWN LENGTH TURN DOWN LENGTH TURN DOWN LENGTH DOWN LENGTH DOWN LENGTH LENGTH LENGTH OF 100MM AND STRAIGHT LENGTH OF 600MM. STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS 100MM AND STRAIGHT LENGTH OF 600MM. STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS 100MM AND STRAIGHT LENGTH OF 600MM. STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS AND STRAIGHT LENGTH OF 600MM. STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS AND STRAIGHT LENGTH OF 600MM. STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS STRAIGHT LENGTH OF 600MM. STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS STRAIGHT LENGTH OF 600MM. STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS LENGTH OF 600MM. STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS LENGTH OF 600MM. STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS OF 600MM. STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS OF 600MM. STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS 600MM. STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS 600MM. STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS FLOOR JOISTS WITH 50MM, NO.10 SCREWS FLOOR JOISTS WITH 50MM, NO.10 SCREWS JOISTS WITH 50MM, NO.10 SCREWS JOISTS WITH 50MM, NO.10 SCREWS WITH 50MM, NO.10 SCREWS WITH 50MM, NO.10 SCREWS 50MM, NO.10 SCREWS 50MM, NO.10 SCREWS NO.10 SCREWS NO.10 SCREWS SCREWS SCREWS AT NOT MORE THAN 110MM CENTRES AND A MINIMUM OF 4 FIXINGS. 3.DOUBLE JOISTS SHALL BE PROVIDED UNDER NON-LOAD BEARING STUDWORK PARTITIONS RUNNING DOUBLE JOISTS SHALL BE PROVIDED UNDER NON-LOAD BEARING STUDWORK PARTITIONS RUNNING JOISTS SHALL BE PROVIDED UNDER NON-LOAD BEARING STUDWORK PARTITIONS RUNNING JOISTS SHALL BE PROVIDED UNDER NON-LOAD BEARING STUDWORK PARTITIONS RUNNING SHALL BE PROVIDED UNDER NON-LOAD BEARING STUDWORK PARTITIONS RUNNING SHALL BE PROVIDED UNDER NON-LOAD BEARING STUDWORK PARTITIONS RUNNING BE PROVIDED UNDER NON-LOAD BEARING STUDWORK PARTITIONS RUNNING BE PROVIDED UNDER NON-LOAD BEARING STUDWORK PARTITIONS RUNNING PROVIDED UNDER NON-LOAD BEARING STUDWORK PARTITIONS RUNNING PROVIDED UNDER NON-LOAD BEARING STUDWORK PARTITIONS RUNNING UNDER NON-LOAD BEARING STUDWORK PARTITIONS RUNNING UNDER NON-LOAD BEARING STUDWORK PARTITIONS RUNNING NON-LOAD BEARING STUDWORK PARTITIONS RUNNING NON-LOAD BEARING STUDWORK PARTITIONS RUNNING BEARING STUDWORK PARTITIONS RUNNING BEARING STUDWORK PARTITIONS RUNNING STUDWORK PARTITIONS RUNNING STUDWORK PARTITIONS RUNNING PARTITIONS RUNNING PARTITIONS RUNNING RUNNING RUNNING PARALLEL WITH JOIST SPANS, UNDER BATHS AND UNDER AIRING CUPBOARD 4.ALL MEMBERS SUPPORTED ON PROPRIETARY HANGERS SHALL BE ACCURATELY CUT TO PROVIDE A FULL ALL MEMBERS SUPPORTED ON PROPRIETARY HANGERS SHALL BE ACCURATELY CUT TO PROVIDE A FULL MEMBERS SUPPORTED ON PROPRIETARY HANGERS SHALL BE ACCURATELY CUT TO PROVIDE A FULL MEMBERS SUPPORTED ON PROPRIETARY HANGERS SHALL BE ACCURATELY CUT TO PROVIDE A FULL SUPPORTED ON PROPRIETARY HANGERS SHALL BE ACCURATELY CUT TO PROVIDE A FULL SUPPORTED ON PROPRIETARY HANGERS SHALL BE ACCURATELY CUT TO PROVIDE A FULL ON PROPRIETARY HANGERS SHALL BE ACCURATELY CUT TO PROVIDE A FULL ON PROPRIETARY HANGERS SHALL BE ACCURATELY CUT TO PROVIDE A FULL PROPRIETARY HANGERS SHALL BE ACCURATELY CUT TO PROVIDE A FULL PROPRIETARY HANGERS SHALL BE ACCURATELY CUT TO PROVIDE A FULL HANGERS SHALL BE ACCURATELY CUT TO PROVIDE A FULL HANGERS SHALL BE ACCURATELY CUT TO PROVIDE A FULL SHALL BE ACCURATELY CUT TO PROVIDE A FULL SHALL BE ACCURATELY CUT TO PROVIDE A FULL BE ACCURATELY CUT TO PROVIDE A FULL BE ACCURATELY CUT TO PROVIDE A FULL ACCURATELY CUT TO PROVIDE A FULL ACCURATELY CUT TO PROVIDE A FULL CUT TO PROVIDE A FULL CUT TO PROVIDE A FULL TO PROVIDE A FULL TO PROVIDE A FULL PROVIDE A FULL PROVIDE A FULL A FULL A FULL FULL FULL CONTACT WITH THE BASE OF THE HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER WITH THE BASE OF THE HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER WITH THE BASE OF THE HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER THE BASE OF THE HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER THE BASE OF THE HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER BASE OF THE HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER BASE OF THE HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER OF THE HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER OF THE HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER THE HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER THE HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER SHALL BE FIXED IN ACCORDANCE WITH THE HANGER SHALL BE FIXED IN ACCORDANCE WITH THE HANGER BE FIXED IN ACCORDANCE WITH THE HANGER BE FIXED IN ACCORDANCE WITH THE HANGER FIXED IN ACCORDANCE WITH THE HANGER FIXED IN ACCORDANCE WITH THE HANGER IN ACCORDANCE WITH THE HANGER IN ACCORDANCE WITH THE HANGER ACCORDANCE WITH THE HANGER ACCORDANCE WITH THE HANGER WITH THE HANGER WITH THE HANGER THE HANGER THE HANGER HANGER HANGER MANUFACTURER'S INSTRUCTIONS. JOISTS SHALL BE REBATED TO LIE FLUSH WITH UNDERSIDE OF HANGERS. 5.ALL MEMBERS FITTED INTO STEEL BEAMS SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND ALL MEMBERS FITTED INTO STEEL BEAMS SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND MEMBERS FITTED INTO STEEL BEAMS SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND MEMBERS FITTED INTO STEEL BEAMS SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND FITTED INTO STEEL BEAMS SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND FITTED INTO STEEL BEAMS SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND INTO STEEL BEAMS SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND INTO STEEL BEAMS SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND STEEL BEAMS SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND STEEL BEAMS SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND BEAMS SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND BEAMS SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND A GOOD FIT TO THE WEB OF THE BEAM AND A GOOD FIT TO THE WEB OF THE BEAM AND GOOD FIT TO THE WEB OF THE BEAM AND GOOD FIT TO THE WEB OF THE BEAM AND FIT TO THE WEB OF THE BEAM AND FIT TO THE WEB OF THE BEAM AND TO THE WEB OF THE BEAM AND TO THE WEB OF THE BEAM AND THE WEB OF THE BEAM AND THE WEB OF THE BEAM AND WEB OF THE BEAM AND WEB OF THE BEAM AND OF THE BEAM AND OF THE BEAM AND THE BEAM AND THE BEAM AND BEAM AND BEAM AND AND AND SHALL BE NOTCHED THE MINIMUM AMOUNT REQUIRED TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS BE NOTCHED THE MINIMUM AMOUNT REQUIRED TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS BE NOTCHED THE MINIMUM AMOUNT REQUIRED TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS NOTCHED THE MINIMUM AMOUNT REQUIRED TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS NOTCHED THE MINIMUM AMOUNT REQUIRED TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS THE MINIMUM AMOUNT REQUIRED TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS THE MINIMUM AMOUNT REQUIRED TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS MINIMUM AMOUNT REQUIRED TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS MINIMUM AMOUNT REQUIRED TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS AMOUNT REQUIRED TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS AMOUNT REQUIRED TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS REQUIRED TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS REQUIRED TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS THE BEAM FLANGES. WHERE STEEL BEAMS THE BEAM FLANGES. WHERE STEEL BEAMS BEAM FLANGES. WHERE STEEL BEAMS BEAM FLANGES. WHERE STEEL BEAMS FLANGES. WHERE STEEL BEAMS FLANGES. WHERE STEEL BEAMS WHERE STEEL BEAMS WHERE STEEL BEAMS STEEL BEAMS STEEL BEAMS BEAMS BEAMS ARE SPECIFIED WITHIN THE FLOOR DEPTH, THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE SPECIFIED WITHIN THE FLOOR DEPTH, THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE SPECIFIED WITHIN THE FLOOR DEPTH, THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE WITHIN THE FLOOR DEPTH, THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE WITHIN THE FLOOR DEPTH, THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE THE FLOOR DEPTH, THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE THE FLOOR DEPTH, THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE FLOOR DEPTH, THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE FLOOR DEPTH, THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE DEPTH, THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE DEPTH, THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE UNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE OF JOISTS SHALL BE 5MM BELOW THE OF JOISTS SHALL BE 5MM BELOW THE JOISTS SHALL BE 5MM BELOW THE JOISTS SHALL BE 5MM BELOW THE SHALL BE 5MM BELOW THE SHALL BE 5MM BELOW THE BE 5MM BELOW THE BE 5MM BELOW THE 5MM BELOW THE 5MM BELOW THE BELOW THE BELOW THE THE THE UNDERSIDE OF THE BEAMS. 6.EXTERNAL AND PARTY WALLS PARALLEL WITH JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR EXTERNAL AND PARTY WALLS PARALLEL WITH JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR AND PARTY WALLS PARALLEL WITH JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR AND PARTY WALLS PARALLEL WITH JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR PARTY WALLS PARALLEL WITH JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR PARTY WALLS PARALLEL WITH JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR WALLS PARALLEL WITH JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR WALLS PARALLEL WITH JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR PARALLEL WITH JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR PARALLEL WITH JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR WITH JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR WITH JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR SPANS SHALL BE RESTRAINED AT TOP OF FLOOR SPANS SHALL BE RESTRAINED AT TOP OF FLOOR SHALL BE RESTRAINED AT TOP OF FLOOR SHALL BE RESTRAINED AT TOP OF FLOOR BE RESTRAINED AT TOP OF FLOOR BE RESTRAINED AT TOP OF FLOOR RESTRAINED AT TOP OF FLOOR RESTRAINED AT TOP OF FLOOR AT TOP OF FLOOR AT TOP OF FLOOR TOP OF FLOOR TOP OF FLOOR OF FLOOR OF FLOOR FLOOR FLOOR JOIST LEVEL AT NOT MORE THAN 2.0M CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER LEVEL AT NOT MORE THAN 2.0M CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER LEVEL AT NOT MORE THAN 2.0M CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER AT NOT MORE THAN 2.0M CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER AT NOT MORE THAN 2.0M CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER NOT MORE THAN 2.0M CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER NOT MORE THAN 2.0M CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER MORE THAN 2.0M CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER MORE THAN 2.0M CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER THAN 2.0M CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER THAN 2.0M CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER 2.0M CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER 2.0M CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER 30 X 5.0MM STRAPS EXTENDING OVER 30 X 5.0MM STRAPS EXTENDING OVER X 5.0MM STRAPS EXTENDING OVER X 5.0MM STRAPS EXTENDING OVER 5.0MM STRAPS EXTENDING OVER 5.0MM STRAPS EXTENDING OVER STRAPS EXTENDING OVER STRAPS EXTENDING OVER EXTENDING OVER EXTENDING OVER OVER OVER A MINIMUM OF 3 JOISTS. NOGGINS NOT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT MINIMUM OF 3 JOISTS. NOGGINS NOT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT MINIMUM OF 3 JOISTS. NOGGINS NOT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT OF 3 JOISTS. NOGGINS NOT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT OF 3 JOISTS. NOGGINS NOT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT 3 JOISTS. NOGGINS NOT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT 3 JOISTS. NOGGINS NOT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT JOISTS. NOGGINS NOT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT JOISTS. NOGGINS NOT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT NOGGINS NOT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT NOGGINS NOT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT NOT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT NOT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT LESS THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT THEN 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT 75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT JOIST DEPTH AND TIMBER BLOCKING ADJACENT JOIST DEPTH AND TIMBER BLOCKING ADJACENT DEPTH AND TIMBER BLOCKING ADJACENT DEPTH AND TIMBER BLOCKING ADJACENT AND TIMBER BLOCKING ADJACENT AND TIMBER BLOCKING ADJACENT TIMBER BLOCKING ADJACENT TIMBER BLOCKING ADJACENT BLOCKING ADJACENT BLOCKING ADJACENT ADJACENT ADJACENT TO WALLS SHALL BE FIXED BETWEEN JOISTS AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO WALLS SHALL BE FIXED BETWEEN JOISTS AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO WALLS SHALL BE FIXED BETWEEN JOISTS AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO SHALL BE FIXED BETWEEN JOISTS AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO SHALL BE FIXED BETWEEN JOISTS AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO BE FIXED BETWEEN JOISTS AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO BE FIXED BETWEEN JOISTS AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO FIXED BETWEEN JOISTS AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO FIXED BETWEEN JOISTS AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO BETWEEN JOISTS AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO BETWEEN JOISTS AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO JOISTS AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO JOISTS AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO AT ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO ALL STRAP LOCATIONS. STRAPS SHALL BE FIXED TO STRAP LOCATIONS. STRAPS SHALL BE FIXED TO STRAP LOCATIONS. STRAPS SHALL BE FIXED TO LOCATIONS. STRAPS SHALL BE FIXED TO LOCATIONS. STRAPS SHALL BE FIXED TO STRAPS SHALL BE FIXED TO STRAPS SHALL BE FIXED TO SHALL BE FIXED TO SHALL BE FIXED TO BE FIXED TO BE FIXED TO FIXED TO FIXED TO TO TO MEMBERS/NOGGINS WITH NOT LESS THAN 4 NO. 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE WITH NOT LESS THAN 4 NO. 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE WITH NOT LESS THAN 4 NO. 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE NOT LESS THAN 4 NO. 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE NOT LESS THAN 4 NO. 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE LESS THAN 4 NO. 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE LESS THAN 4 NO. 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE THAN 4 NO. 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE THAN 4 NO. 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE 4 NO. 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE 4 NO. 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE NO. 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE NO. 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE 32 X 3.5MM GALVANISED OR SHERARDISED SQUARE X 3.5MM GALVANISED OR SHERARDISED SQUARE X 3.5MM GALVANISED OR SHERARDISED SQUARE 3.5MM GALVANISED OR SHERARDISED SQUARE 3.5MM GALVANISED OR SHERARDISED SQUARE GALVANISED OR SHERARDISED SQUARE GALVANISED OR SHERARDISED SQUARE OR SHERARDISED SQUARE OR SHERARDISED SQUARE SHERARDISED SQUARE SHERARDISED SQUARE SQUARE SQUARE TWISTED NAILS. 7.END JOISTS SHALL BE POSITIONED APPROXIMATELY 50MM FROM MASONRY WALLS. JOIST CENTRES END JOISTS SHALL BE POSITIONED APPROXIMATELY 50MM FROM MASONRY WALLS. JOIST CENTRES JOISTS SHALL BE POSITIONED APPROXIMATELY 50MM FROM MASONRY WALLS. JOIST CENTRES JOISTS SHALL BE POSITIONED APPROXIMATELY 50MM FROM MASONRY WALLS. JOIST CENTRES SHALL BE POSITIONED APPROXIMATELY 50MM FROM MASONRY WALLS. JOIST CENTRES SHALL BE POSITIONED APPROXIMATELY 50MM FROM MASONRY WALLS. JOIST CENTRES BE POSITIONED APPROXIMATELY 50MM FROM MASONRY WALLS. JOIST CENTRES BE POSITIONED APPROXIMATELY 50MM FROM MASONRY WALLS. JOIST CENTRES POSITIONED APPROXIMATELY 50MM FROM MASONRY WALLS. JOIST CENTRES POSITIONED APPROXIMATELY 50MM FROM MASONRY WALLS. JOIST CENTRES APPROXIMATELY 50MM FROM MASONRY WALLS. JOIST CENTRES APPROXIMATELY 50MM FROM MASONRY WALLS. JOIST CENTRES 50MM FROM MASONRY WALLS. JOIST CENTRES 50MM FROM MASONRY WALLS. JOIST CENTRES FROM MASONRY WALLS. JOIST CENTRES FROM MASONRY WALLS. JOIST CENTRES MASONRY WALLS. JOIST CENTRES MASONRY WALLS. JOIST CENTRES WALLS. JOIST CENTRES WALLS. JOIST CENTRES JOIST CENTRES JOIST CENTRES CENTRES CENTRES GENERALLY SHALL BE EQUAL AND SHALL NOT EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. SHALL BE EQUAL AND SHALL NOT EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. SHALL BE EQUAL AND SHALL NOT EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. BE EQUAL AND SHALL NOT EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. BE EQUAL AND SHALL NOT EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. EQUAL AND SHALL NOT EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. EQUAL AND SHALL NOT EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. AND SHALL NOT EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. AND SHALL NOT EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. SHALL NOT EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. SHALL NOT EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. NOT EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. NOT EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. THE DESIGN CENTRES SHOWN ON THE DRAWING. THE DESIGN CENTRES SHOWN ON THE DRAWING. DESIGN CENTRES SHOWN ON THE DRAWING. DESIGN CENTRES SHOWN ON THE DRAWING. CENTRES SHOWN ON THE DRAWING. CENTRES SHOWN ON THE DRAWING. SHOWN ON THE DRAWING. SHOWN ON THE DRAWING. ON THE DRAWING. ON THE DRAWING. THE DRAWING. THE DRAWING. DRAWING. DRAWING. MULTIPLE JOISTS, WHERE SHOWN ON THE DRAWINGS SHALL BE SECURELY NAILED TOGETHER AT NOT JOISTS, WHERE SHOWN ON THE DRAWINGS SHALL BE SECURELY NAILED TOGETHER AT NOT JOISTS, WHERE SHOWN ON THE DRAWINGS SHALL BE SECURELY NAILED TOGETHER AT NOT WHERE SHOWN ON THE DRAWINGS SHALL BE SECURELY NAILED TOGETHER AT NOT WHERE SHOWN ON THE DRAWINGS SHALL BE SECURELY NAILED TOGETHER AT NOT SHOWN ON THE DRAWINGS SHALL BE SECURELY NAILED TOGETHER AT NOT SHOWN ON THE DRAWINGS SHALL BE SECURELY NAILED TOGETHER AT NOT ON THE DRAWINGS SHALL BE SECURELY NAILED TOGETHER AT NOT ON THE DRAWINGS SHALL BE SECURELY NAILED TOGETHER AT NOT THE DRAWINGS SHALL BE SECURELY NAILED TOGETHER AT NOT THE DRAWINGS SHALL BE SECURELY NAILED TOGETHER AT NOT DRAWINGS SHALL BE SECURELY NAILED TOGETHER AT NOT DRAWINGS SHALL BE SECURELY NAILED TOGETHER AT NOT SHALL BE SECURELY NAILED TOGETHER AT NOT SHALL BE SECURELY NAILED TOGETHER AT NOT BE SECURELY NAILED TOGETHER AT NOT BE SECURELY NAILED TOGETHER AT NOT SECURELY NAILED TOGETHER AT NOT SECURELY NAILED TOGETHER AT NOT NAILED TOGETHER AT NOT NAILED TOGETHER AT NOT TOGETHER AT NOT TOGETHER AT NOT AT NOT AT NOT NOT NOT MORE THAN 600MM CENTRES. 8.UNLESS SPECIFIED OTHERWISE, SECURELY FIX STRUTTING BETWEEN JOISTS AT CENTRES AS FOLLOWS: UNLESS SPECIFIED OTHERWISE, SECURELY FIX STRUTTING BETWEEN JOISTS AT CENTRES AS FOLLOWS: JOIST SPAN OF 2.5M TO 4.5M: - ONE ROW AT CENTRE OF SPAN. JOIST SPAN OVER 4.5M: - TWO ROWS EQUALLY SPACED STRUTTING SHALL TAKE THE FORM OF ONE OF THE FOLLOWING. 38mm X 38mm SOFTWOOD HERRINGBONE STRUTTING LOCATED BETWEEN 5 & 25MM CLEAR OF TOP AND X 38mm SOFTWOOD HERRINGBONE STRUTTING LOCATED BETWEEN 5 & 25MM CLEAR OF TOP AND X 38mm SOFTWOOD HERRINGBONE STRUTTING LOCATED BETWEEN 5 & 25MM CLEAR OF TOP AND 38mm SOFTWOOD HERRINGBONE STRUTTING LOCATED BETWEEN 5 & 25MM CLEAR OF TOP AND 38mm SOFTWOOD HERRINGBONE STRUTTING LOCATED BETWEEN 5 & 25MM CLEAR OF TOP AND SOFTWOOD HERRINGBONE STRUTTING LOCATED BETWEEN 5 & 25MM CLEAR OF TOP AND SOFTWOOD HERRINGBONE STRUTTING LOCATED BETWEEN 5 & 25MM CLEAR OF TOP AND HERRINGBONE STRUTTING LOCATED BETWEEN 5 & 25MM CLEAR OF TOP AND HERRINGBONE STRUTTING LOCATED BETWEEN 5 & 25MM CLEAR OF TOP AND STRUTTING LOCATED BETWEEN 5 & 25MM CLEAR OF TOP AND STRUTTING LOCATED BETWEEN 5 & 25MM CLEAR OF TOP AND LOCATED BETWEEN 5 & 25MM CLEAR OF TOP AND LOCATED BETWEEN 5 & 25MM CLEAR OF TOP AND BETWEEN 5 & 25MM CLEAR OF TOP AND BETWEEN 5 & 25MM CLEAR OF TOP AND 5 & 25MM CLEAR OF TOP AND 5 & 25MM CLEAR OF TOP AND & 25MM CLEAR OF TOP AND & 25MM CLEAR OF TOP AND 25MM CLEAR OF TOP AND 25MM CLEAR OF TOP AND CLEAR OF TOP AND CLEAR OF TOP AND OF TOP AND OF TOP AND TOP AND TOP AND AND AND BOTTOM EDGES OF JOIST. PROPRIETARY GALVANISED METAL STRUTTING FIXED IN ACCORDANCE WITH MANUFACTURER'S GALVANISED METAL STRUTTING FIXED IN ACCORDANCE WITH MANUFACTURER'S GALVANISED METAL STRUTTING FIXED IN ACCORDANCE WITH MANUFACTURER'S METAL STRUTTING FIXED IN ACCORDANCE WITH MANUFACTURER'S METAL STRUTTING FIXED IN ACCORDANCE WITH MANUFACTURER'S STRUTTING FIXED IN ACCORDANCE WITH MANUFACTURER'S STRUTTING FIXED IN ACCORDANCE WITH MANUFACTURER'S FIXED IN ACCORDANCE WITH MANUFACTURER'S FIXED IN ACCORDANCE WITH MANUFACTURER'S IN ACCORDANCE WITH MANUFACTURER'S IN ACCORDANCE WITH MANUFACTURER'S ACCORDANCE WITH MANUFACTURER'S ACCORDANCE WITH MANUFACTURER'S WITH MANUFACTURER'S WITH MANUFACTURER'S MANUFACTURER'S MANUFACTURER'S INSTRUCTIONS. SOLID SOFTWOOD STRUTTING NOT LESS THAN 38MM THICK AT LEAST THREE QUARTERS OF THE DEPTH OF SOFTWOOD STRUTTING NOT LESS THAN 38MM THICK AT LEAST THREE QUARTERS OF THE DEPTH OF SOFTWOOD STRUTTING NOT LESS THAN 38MM THICK AT LEAST THREE QUARTERS OF THE DEPTH OF STRUTTING NOT LESS THAN 38MM THICK AT LEAST THREE QUARTERS OF THE DEPTH OF STRUTTING NOT LESS THAN 38MM THICK AT LEAST THREE QUARTERS OF THE DEPTH OF NOT LESS THAN 38MM THICK AT LEAST THREE QUARTERS OF THE DEPTH OF NOT LESS THAN 38MM THICK AT LEAST THREE QUARTERS OF THE DEPTH OF LESS THAN 38MM THICK AT LEAST THREE QUARTERS OF THE DEPTH OF LESS THAN 38MM THICK AT LEAST THREE QUARTERS OF THE DEPTH OF THAN 38MM THICK AT LEAST THREE QUARTERS OF THE DEPTH OF THAN 38MM THICK AT LEAST THREE QUARTERS OF THE DEPTH OF 38MM THICK AT LEAST THREE QUARTERS OF THE DEPTH OF 38MM THICK AT LEAST THREE QUARTERS OF THE DEPTH OF THICK AT LEAST THREE QUARTERS OF THE DEPTH OF THICK AT LEAST THREE QUARTERS OF THE DEPTH OF AT LEAST THREE QUARTERS OF THE DEPTH OF AT LEAST THREE QUARTERS OF THE DEPTH OF LEAST THREE QUARTERS OF THE DEPTH OF LEAST THREE QUARTERS OF THE DEPTH OF THREE QUARTERS OF THE DEPTH OF THREE QUARTERS OF THE DEPTH OF QUARTERS OF THE DEPTH OF QUARTERS OF THE DEPTH OF OF THE DEPTH OF OF THE DEPTH OF THE DEPTH OF THE DEPTH OF DEPTH OF DEPTH OF OF OF THE JOIST. STRUCTURAL UNDERPINNING NOTES 1.TO BE READ IN CONJUNCTION WITH THE PRELIMINARIES AND GENERAL CONDITIONS. TO BE READ IN CONJUNCTION WITH THE PRELIMINARIES AND GENERAL CONDITIONS. 2.WORKMANSHIP: THE WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND WORKMANSHIP: THE WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND THE WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND THE WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND SHALL BE CARRIED OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND SHALL BE CARRIED OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND BE CARRIED OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND BE CARRIED OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND CARRIED OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND CARRIED OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND WITH THE ENGINEER'S DRAWINGS AND WITH THE ENGINEER'S DRAWINGS AND THE ENGINEER'S DRAWINGS AND THE ENGINEER'S DRAWINGS AND ENGINEER'S DRAWINGS AND ENGINEER'S DRAWINGS AND DRAWINGS AND DRAWINGS AND AND AND INSTRUCTIONS AND TO THE APPROVAL OF THE ARCHITECT AND THE BUILDING CONTROL OFFICER. 3.ANY OTHER SEQUENCE OF OPERATIONS OR METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO ANY OTHER SEQUENCE OF OPERATIONS OR METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO OTHER SEQUENCE OF OPERATIONS OR METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO OTHER SEQUENCE OF OPERATIONS OR METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO SEQUENCE OF OPERATIONS OR METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO SEQUENCE OF OPERATIONS OR METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO OF OPERATIONS OR METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO OF OPERATIONS OR METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO OPERATIONS OR METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO OPERATIONS OR METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO OR METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO OR METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO OF WORKING PROPOSED BY THE CONTRACTOR IS TO OF WORKING PROPOSED BY THE CONTRACTOR IS TO WORKING PROPOSED BY THE CONTRACTOR IS TO WORKING PROPOSED BY THE CONTRACTOR IS TO PROPOSED BY THE CONTRACTOR IS TO PROPOSED BY THE CONTRACTOR IS TO BY THE CONTRACTOR IS TO BY THE CONTRACTOR IS TO THE CONTRACTOR IS TO THE CONTRACTOR IS TO CONTRACTOR IS TO CONTRACTOR IS TO IS TO IS TO TO TO BE SUBMITTED TO THE ARCHITECT AND COPIED TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 SUBMITTED TO THE ARCHITECT AND COPIED TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 SUBMITTED TO THE ARCHITECT AND COPIED TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 TO THE ARCHITECT AND COPIED TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 TO THE ARCHITECT AND COPIED TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 THE ARCHITECT AND COPIED TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 THE ARCHITECT AND COPIED TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 ARCHITECT AND COPIED TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 ARCHITECT AND COPIED TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 AND COPIED TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 AND COPIED TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 COPIED TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 COPIED TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 AND AGREED IN WRITING A MINIMUM OF 14 AND AGREED IN WRITING A MINIMUM OF 14 AGREED IN WRITING A MINIMUM OF 14 AGREED IN WRITING A MINIMUM OF 14 IN WRITING A MINIMUM OF 14 IN WRITING A MINIMUM OF 14 WRITING A MINIMUM OF 14 WRITING A MINIMUM OF 14 A MINIMUM OF 14 A MINIMUM OF 14 MINIMUM OF 14 MINIMUM OF 14 OF 14 OF 14 14 14 DAYS BEFORE WORK IS TO BE COMMENCED ON SITE. 4.CONTRACTORS RESPONSIBILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE CONTRACTORS RESPONSIBILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE RESPONSIBILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE RESPONSIBILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE SHALL BE RESPONSIBLE FOR THE SAFETY OF THE SHALL BE RESPONSIBLE FOR THE SAFETY OF THE BE RESPONSIBLE FOR THE SAFETY OF THE BE RESPONSIBLE FOR THE SAFETY OF THE RESPONSIBLE FOR THE SAFETY OF THE RESPONSIBLE FOR THE SAFETY OF THE FOR THE SAFETY OF THE FOR THE SAFETY OF THE THE SAFETY OF THE THE SAFETY OF THE SAFETY OF THE SAFETY OF THE OF THE OF THE THE THE UNDERPINNED STRUCTURE AND PROVIDE ALL NECESSARY SHORING, STRUTTING AND BRACING TO ENSURE STRUCTURE AND PROVIDE ALL NECESSARY SHORING, STRUTTING AND BRACING TO ENSURE STRUCTURE AND PROVIDE ALL NECESSARY SHORING, STRUTTING AND BRACING TO ENSURE AND PROVIDE ALL NECESSARY SHORING, STRUTTING AND BRACING TO ENSURE AND PROVIDE ALL NECESSARY SHORING, STRUTTING AND BRACING TO ENSURE PROVIDE ALL NECESSARY SHORING, STRUTTING AND BRACING TO ENSURE PROVIDE ALL NECESSARY SHORING, STRUTTING AND BRACING TO ENSURE ALL NECESSARY SHORING, STRUTTING AND BRACING TO ENSURE ALL NECESSARY SHORING, STRUTTING AND BRACING TO ENSURE NECESSARY SHORING, STRUTTING AND BRACING TO ENSURE NECESSARY SHORING, STRUTTING AND BRACING TO ENSURE SHORING, STRUTTING AND BRACING TO ENSURE SHORING, STRUTTING AND BRACING TO ENSURE STRUTTING AND BRACING TO ENSURE STRUTTING AND BRACING TO ENSURE AND BRACING TO ENSURE AND BRACING TO ENSURE BRACING TO ENSURE BRACING TO ENSURE TO ENSURE TO ENSURE ENSURE ENSURE ITS SAFETY AND STABILITY AT ALL TIMES. 5.SERVICES: THE CONTRACTOR IS ALSO TO CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA SERVICES: THE CONTRACTOR IS ALSO TO CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA THE CONTRACTOR IS ALSO TO CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA THE CONTRACTOR IS ALSO TO CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA CONTRACTOR IS ALSO TO CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA CONTRACTOR IS ALSO TO CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA IS ALSO TO CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA IS ALSO TO CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA ALSO TO CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA ALSO TO CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA TO CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA TO CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA A SURVEY OF THE PROPERTY AND ADJACENT AREA A SURVEY OF THE PROPERTY AND ADJACENT AREA SURVEY OF THE PROPERTY AND ADJACENT AREA SURVEY OF THE PROPERTY AND ADJACENT AREA OF THE PROPERTY AND ADJACENT AREA OF THE PROPERTY AND ADJACENT AREA THE PROPERTY AND ADJACENT AREA THE PROPERTY AND ADJACENT AREA PROPERTY AND ADJACENT AREA PROPERTY AND ADJACENT AREA AND ADJACENT AREA AND ADJACENT AREA ADJACENT AREA ADJACENT AREA AREA AREA TO ESTABLISH THE LOCATION OF OBSTRUCTIONS SUCH AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION ESTABLISH THE LOCATION OF OBSTRUCTIONS SUCH AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION ESTABLISH THE LOCATION OF OBSTRUCTIONS SUCH AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION THE LOCATION OF OBSTRUCTIONS SUCH AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION THE LOCATION OF OBSTRUCTIONS SUCH AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION LOCATION OF OBSTRUCTIONS SUCH AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION LOCATION OF OBSTRUCTIONS SUCH AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION OF OBSTRUCTIONS SUCH AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION OF OBSTRUCTIONS SUCH AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION OBSTRUCTIONS SUCH AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION OBSTRUCTIONS SUCH AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION SUCH AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION SUCH AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION SERVICE RUNS OR DRAINS. ANY OBSTRUCTION SERVICE RUNS OR DRAINS. ANY OBSTRUCTION RUNS OR DRAINS. ANY OBSTRUCTION RUNS OR DRAINS. ANY OBSTRUCTION OR DRAINS. ANY OBSTRUCTION OR DRAINS. ANY OBSTRUCTION DRAINS. ANY OBSTRUCTION DRAINS. ANY OBSTRUCTION ANY OBSTRUCTION ANY OBSTRUCTION OBSTRUCTION OBSTRUCTION FOUND IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO BE BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO BROUGHT TO THE ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO TO THE ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO TO THE ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO THE ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO THE ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO ATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO ARCHITECT / ENGINEER.THE CONTRACTOR IS TO ARCHITECT / ENGINEER.THE CONTRACTOR IS TO / ENGINEER.THE CONTRACTOR IS TO / ENGINEER.THE CONTRACTOR IS TO ENGINEER.THE CONTRACTOR IS TO ENGINEER.THE CONTRACTOR IS TO CONTRACTOR IS TO CONTRACTOR IS TO IS TO IS TO TO TO ALLOW FOR ANY TEMPORARY SUPPORT TO THE SERVICES OR OBSTRUCTIONS DURING THE UNDERPINNING. 6.CONSTRUCTION SEQUENCE: THE UNDERPINNING IS TO BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING CONSTRUCTION SEQUENCE: THE UNDERPINNING IS TO BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING SEQUENCE: THE UNDERPINNING IS TO BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING SEQUENCE: THE UNDERPINNING IS TO BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING THE UNDERPINNING IS TO BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING THE UNDERPINNING IS TO BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING UNDERPINNING IS TO BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING UNDERPINNING IS TO BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING IS TO BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING IS TO BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING TO BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING TO BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING IN SHORT SECTIONS NOT EXCEEDING IN SHORT SECTIONS NOT EXCEEDING SHORT SECTIONS NOT EXCEEDING SHORT SECTIONS NOT EXCEEDING SECTIONS NOT EXCEEDING SECTIONS NOT EXCEEDING NOT EXCEEDING NOT EXCEEDING EXCEEDING EXCEEDING 1 METRE IN LENGTH. THE UNDERPINNING IS TO BE UNDERTAKEN ON A 'HIT AND MISS' SEQUENCE. 7.NO ADJACENT PIN IS TO BE EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN NO ADJACENT PIN IS TO BE EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN ADJACENT PIN IS TO BE EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN ADJACENT PIN IS TO BE EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN PIN IS TO BE EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN PIN IS TO BE EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN IS TO BE EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN IS TO BE EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN TO BE EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN TO BE EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN BE EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN BE EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN 48 HOURS AFTER THE ADJACENT PIN HAS BEEN 48 HOURS AFTER THE ADJACENT PIN HAS BEEN HOURS AFTER THE ADJACENT PIN HAS BEEN HOURS AFTER THE ADJACENT PIN HAS BEEN AFTER THE ADJACENT PIN HAS BEEN AFTER THE ADJACENT PIN HAS BEEN THE ADJACENT PIN HAS BEEN THE ADJACENT PIN HAS BEEN ADJACENT PIN HAS BEEN ADJACENT PIN HAS BEEN PIN HAS BEEN PIN HAS BEEN HAS BEEN HAS BEEN BEEN BEEN CAST AND PACKED UP. 8.THE CONTRACTOR IS TO PROVIDE DRAWINGS MARKED UP TO SHOW THE PROPOSED SEQUENCE OF THE CONTRACTOR IS TO PROVIDE DRAWINGS MARKED UP TO SHOW THE PROPOSED SEQUENCE OF CONTRACTOR IS TO PROVIDE DRAWINGS MARKED UP TO SHOW THE PROPOSED SEQUENCE OF CONTRACTOR IS TO PROVIDE DRAWINGS MARKED UP TO SHOW THE PROPOSED SEQUENCE OF IS TO PROVIDE DRAWINGS MARKED UP TO SHOW THE PROPOSED SEQUENCE OF IS TO PROVIDE DRAWINGS MARKED UP TO SHOW THE PROPOSED SEQUENCE OF TO PROVIDE DRAWINGS MARKED UP TO SHOW THE PROPOSED SEQUENCE OF TO PROVIDE DRAWINGS MARKED UP TO SHOW THE PROPOSED SEQUENCE OF PROVIDE DRAWINGS MARKED UP TO SHOW THE PROPOSED SEQUENCE OF PROVIDE DRAWINGS MARKED UP TO SHOW THE PROPOSED SEQUENCE OF DRAWINGS MARKED UP TO SHOW THE PROPOSED SEQUENCE OF DRAWINGS MARKED UP TO SHOW THE PROPOSED SEQUENCE OF MARKED UP TO SHOW THE PROPOSED SEQUENCE OF MARKED UP TO SHOW THE PROPOSED SEQUENCE OF UP TO SHOW THE PROPOSED SEQUENCE OF UP TO SHOW THE PROPOSED SEQUENCE OF TO SHOW THE PROPOSED SEQUENCE OF TO SHOW THE PROPOSED SEQUENCE OF SHOW THE PROPOSED SEQUENCE OF SHOW THE PROPOSED SEQUENCE OF THE PROPOSED SEQUENCE OF THE PROPOSED SEQUENCE OF PROPOSED SEQUENCE OF PROPOSED SEQUENCE OF SEQUENCE OF SEQUENCE OF OF OF UNDERPINNING A MINIMUM OF 14 DAYS BEFORE WORK IS COMMENCED. 9.EXCAVATIONS: EXCAVATION SHALL BE TO THE DEPTH AND WIDTH SHOWN ON THE DRAWINGS. EXCAVATIONS: EXCAVATION SHALL BE TO THE DEPTH AND WIDTH SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE TO THE DEPTH AND WIDTH SHOWN ON THE DRAWINGS. EXCAVATION SHALL BE TO THE DEPTH AND WIDTH SHOWN ON THE DRAWINGS. SHALL BE TO THE DEPTH AND WIDTH SHOWN ON THE DRAWINGS. SHALL BE TO THE DEPTH AND WIDTH SHOWN ON THE DRAWINGS. BE TO THE DEPTH AND WIDTH SHOWN ON THE DRAWINGS. BE TO THE DEPTH AND WIDTH SHOWN ON THE DRAWINGS. TO THE DEPTH AND WIDTH SHOWN ON THE DRAWINGS. TO THE DEPTH AND WIDTH SHOWN ON THE DRAWINGS. THE DEPTH AND WIDTH SHOWN ON THE DRAWINGS. THE DEPTH AND WIDTH SHOWN ON THE DRAWINGS. DEPTH AND WIDTH SHOWN ON THE DRAWINGS. DEPTH AND WIDTH SHOWN ON THE DRAWINGS. AND WIDTH SHOWN ON THE DRAWINGS. AND WIDTH SHOWN ON THE DRAWINGS. WIDTH SHOWN ON THE DRAWINGS. WIDTH SHOWN ON THE DRAWINGS. SHOWN ON THE DRAWINGS. SHOWN ON THE DRAWINGS. ON THE DRAWINGS. ON THE DRAWINGS. THE DRAWINGS. THE DRAWINGS. DRAWINGS. DRAWINGS. HOWEVER,WHERE TREE ROOTS ARE ENCOUNTERED NEW UNDERPINS ARE TO EXTEND 600MM BELOW THE TREE ROOTS ARE ENCOUNTERED NEW UNDERPINS ARE TO EXTEND 600MM BELOW THE TREE ROOTS ARE ENCOUNTERED NEW UNDERPINS ARE TO EXTEND 600MM BELOW THE ROOTS ARE ENCOUNTERED NEW UNDERPINS ARE TO EXTEND 600MM BELOW THE ROOTS ARE ENCOUNTERED NEW UNDERPINS ARE TO EXTEND 600MM BELOW THE ARE ENCOUNTERED NEW UNDERPINS ARE TO EXTEND 600MM BELOW THE ARE ENCOUNTERED NEW UNDERPINS ARE TO EXTEND 600MM BELOW THE ENCOUNTERED NEW UNDERPINS ARE TO EXTEND 600MM BELOW THE ENCOUNTERED NEW UNDERPINS ARE TO EXTEND 600MM BELOW THE NEW UNDERPINS ARE TO EXTEND 600MM BELOW THE NEW UNDERPINS ARE TO EXTEND 600MM BELOW THE UNDERPINS ARE TO EXTEND 600MM BELOW THE UNDERPINS ARE TO EXTEND 600MM BELOW THE ARE TO EXTEND 600MM BELOW THE ARE TO EXTEND 600MM BELOW THE TO EXTEND 600MM BELOW THE TO EXTEND 600MM BELOW THE EXTEND 600MM BELOW THE EXTEND 600MM BELOW THE 600MM BELOW THE 600MM BELOW THE BELOW THE BELOW THE THE THE LAST TRACE OF ANY ROOT ACTIVITY. THE SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED TRACE OF ANY ROOT ACTIVITY. THE SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED TRACE OF ANY ROOT ACTIVITY. THE SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED OF ANY ROOT ACTIVITY. THE SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED OF ANY ROOT ACTIVITY. THE SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED ANY ROOT ACTIVITY. THE SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED ANY ROOT ACTIVITY. THE SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED ROOT ACTIVITY. THE SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED ROOT ACTIVITY. THE SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED ACTIVITY. THE SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED ACTIVITY. THE SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED THE SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED THE SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED THE SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED SIDES OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED OF THE EXCAVATIONS SHALL BE ADEQUATELY SHORED THE EXCAVATIONS SHALL BE ADEQUATELY SHORED THE EXCAVATIONS SHALL BE ADEQUATELY SHORED EXCAVATIONS SHALL BE ADEQUATELY SHORED EXCAVATIONS SHALL BE ADEQUATELY SHORED SHALL BE ADEQUATELY SHORED SHALL BE ADEQUATELY SHORED BE ADEQUATELY SHORED BE ADEQUATELY SHORED ADEQUATELY SHORED ADEQUATELY SHORED SHORED SHORED AND PROPPED TO PREVENT SUBSIDENCE OR SLIP OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE PROPPED TO PREVENT SUBSIDENCE OR SLIP OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE PROPPED TO PREVENT SUBSIDENCE OR SLIP OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE TO PREVENT SUBSIDENCE OR SLIP OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE TO PREVENT SUBSIDENCE OR SLIP OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE PREVENT SUBSIDENCE OR SLIP OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE PREVENT SUBSIDENCE OR SLIP OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE SUBSIDENCE OR SLIP OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE SUBSIDENCE OR SLIP OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE OR SLIP OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE OR SLIP OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE SLIP OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE SLIP OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE OF THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE SOIL. SOIL FACES BEHIND THE PIN AND AT THE SOIL FACES BEHIND THE PIN AND AT THE SOIL FACES BEHIND THE PIN AND AT THE FACES BEHIND THE PIN AND AT THE FACES BEHIND THE PIN AND AT THE BEHIND THE PIN AND AT THE BEHIND THE PIN AND AT THE THE PIN AND AT THE THE PIN AND AT THE PIN AND AT THE PIN AND AT THE AND AT THE AND AT THE AT THE AT THE THE THE FORMATION LEVEL SHALL BE UNDISTURBED. 10.ALL VOIDS BEHIND ANY SACRIFICIAL BACK SHUTTER TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE ALL VOIDS BEHIND ANY SACRIFICIAL BACK SHUTTER TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE VOIDS BEHIND ANY SACRIFICIAL BACK SHUTTER TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE VOIDS BEHIND ANY SACRIFICIAL BACK SHUTTER TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE BEHIND ANY SACRIFICIAL BACK SHUTTER TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE BEHIND ANY SACRIFICIAL BACK SHUTTER TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE ANY SACRIFICIAL BACK SHUTTER TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE ANY SACRIFICIAL BACK SHUTTER TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE SACRIFICIAL BACK SHUTTER TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE SACRIFICIAL BACK SHUTTER TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE BACK SHUTTER TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE BACK SHUTTER TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE SHUTTER TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE SHUTTER TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE TO BE FILLED WITH GROUT OR WEAK MIX CONCRETE BE FILLED WITH GROUT OR WEAK MIX CONCRETE BE FILLED WITH GROUT OR WEAK MIX CONCRETE FILLED WITH GROUT OR WEAK MIX CONCRETE FILLED WITH GROUT OR WEAK MIX CONCRETE WITH GROUT OR WEAK MIX CONCRETE WITH GROUT OR WEAK MIX CONCRETE GROUT OR WEAK MIX CONCRETE GROUT OR WEAK MIX CONCRETE OR WEAK MIX CONCRETE OR WEAK MIX CONCRETE WEAK MIX CONCRETE WEAK MIX CONCRETE MIX CONCRETE MIX CONCRETE CONCRETE CONCRETE PRIOR TO POURING THE STEM OF THE UNDERPIN. ALL EXCAVATIONS ARE TO BE INSPECTED BY THE TO POURING THE STEM OF THE UNDERPIN. ALL EXCAVATIONS ARE TO BE INSPECTED BY THE TO POURING THE STEM OF THE UNDERPIN. ALL EXCAVATIONS ARE TO BE INSPECTED BY THE POURING THE STEM OF THE UNDERPIN. ALL EXCAVATIONS ARE TO BE INSPECTED BY THE POURING THE STEM OF THE UNDERPIN. ALL EXCAVATIONS ARE TO BE INSPECTED BY THE THE STEM OF THE UNDERPIN. ALL EXCAVATIONS ARE TO BE INSPECTED BY THE THE STEM OF THE UNDERPIN. ALL EXCAVATIONS ARE TO BE INSPECTED BY THE STEM OF THE UNDERPIN. ALL EXCAVATIONS ARE TO BE INSPECTED BY THE STEM OF THE UNDERPIN. ALL EXCAVATIONS ARE TO BE INSPECTED BY THE OF THE UNDERPIN. ALL EXCAVATIONS ARE TO BE INSPECTED BY THE OF THE UNDERPIN. ALL EXCAVATIONS ARE TO BE INSPECTED BY THE THE UNDERPIN. ALL EXCAVATIONS ARE TO BE INSPECTED BY THE THE UNDERPIN. ALL EXCAVATIONS ARE TO BE INSPECTED BY THE UNDERPIN. ALL EXCAVATIONS ARE TO BE INSPECTED BY THE UNDERPIN. ALL EXCAVATIONS ARE TO BE INSPECTED BY THE ALL EXCAVATIONS ARE TO BE INSPECTED BY THE ALL EXCAVATIONS ARE TO BE INSPECTED BY THE ALL EXCAVATIONS ARE TO BE INSPECTED BY THE EXCAVATIONS ARE TO BE INSPECTED BY THE EXCAVATIONS ARE TO BE INSPECTED BY THE ARE TO BE INSPECTED BY THE ARE TO BE INSPECTED BY THE TO BE INSPECTED BY THE TO BE INSPECTED BY THE BE INSPECTED BY THE BE INSPECTED BY THE INSPECTED BY THE INSPECTED BY THE BY THE BY THE THE THE ENGINEER AND/OR THE BUILDING CONTROL OFFICER. MINIMUM NOTICE OF 24 HOURS IS TO BE GIVEN WHEN AND/OR THE BUILDING CONTROL OFFICER. MINIMUM NOTICE OF 24 HOURS IS TO BE GIVEN WHEN AND/OR THE BUILDING CONTROL OFFICER. MINIMUM NOTICE OF 24 HOURS IS TO BE GIVEN WHEN THE BUILDING CONTROL OFFICER. MINIMUM NOTICE OF 24 HOURS IS TO BE GIVEN WHEN THE BUILDING CONTROL OFFICER. MINIMUM NOTICE OF 24 HOURS IS TO BE GIVEN WHEN BUILDING CONTROL OFFICER. MINIMUM NOTICE OF 24 HOURS IS TO BE GIVEN WHEN BUILDING CONTROL OFFICER. MINIMUM NOTICE OF 24 HOURS IS TO BE GIVEN WHEN CONTROL OFFICER. MINIMUM NOTICE OF 24 HOURS IS TO BE GIVEN WHEN CONTROL OFFICER. MINIMUM NOTICE OF 24 HOURS IS TO BE GIVEN WHEN OFFICER. MINIMUM NOTICE OF 24 HOURS IS TO BE GIVEN WHEN OFFICER. MINIMUM NOTICE OF 24 HOURS IS TO BE GIVEN WHEN MINIMUM NOTICE OF 24 HOURS IS TO BE GIVEN WHEN MINIMUM NOTICE OF 24 HOURS IS TO BE GIVEN WHEN NOTICE OF 24 HOURS IS TO BE GIVEN WHEN NOTICE OF 24 HOURS IS TO BE GIVEN WHEN OF 24 HOURS IS TO BE GIVEN WHEN OF 24 HOURS IS TO BE GIVEN WHEN 24 HOURS IS TO BE GIVEN WHEN 24 HOURS IS TO BE GIVEN WHEN HOURS IS TO BE GIVEN WHEN HOURS IS TO BE GIVEN WHEN IS TO BE GIVEN WHEN IS TO BE GIVEN WHEN TO BE GIVEN WHEN TO BE GIVEN WHEN BE GIVEN WHEN BE GIVEN WHEN GIVEN WHEN GIVEN WHEN WHEN WHEN EXCAVATIONS ARE READY FOR INSPECTION. 11.THE SOFFIT OF THE EXISTING FOOTINGS IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR THE SOFFIT OF THE EXISTING FOOTINGS IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR SOFFIT OF THE EXISTING FOOTINGS IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR SOFFIT OF THE EXISTING FOOTINGS IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR OF THE EXISTING FOOTINGS IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR OF THE EXISTING FOOTINGS IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR THE EXISTING FOOTINGS IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR THE EXISTING FOOTINGS IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR EXISTING FOOTINGS IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR EXISTING FOOTINGS IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR FOOTINGS IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR FOOTINGS IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR BE LEVELED OFF AND CLEANED OF ALL LOOSE OR BE LEVELED OFF AND CLEANED OF ALL LOOSE OR LEVELED OFF AND CLEANED OF ALL LOOSE OR LEVELED OFF AND CLEANED OF ALL LOOSE OR OFF AND CLEANED OF ALL LOOSE OR OFF AND CLEANED OF ALL LOOSE OR AND CLEANED OF ALL LOOSE OR AND CLEANED OF ALL LOOSE OR CLEANED OF ALL LOOSE OR CLEANED OF ALL LOOSE OR OF ALL LOOSE OR OF ALL LOOSE OR ALL LOOSE OR ALL LOOSE OR LOOSE OR LOOSE OR OR OR DETRIMENTAL MATERIAL. 12.NO PROJECTING PORTIONS OF THE EXISTING FOOTINGS ARE TO BE TRIMMED EXCEPT NO PROJECTING PORTIONS OF THE EXISTING FOOTINGS ARE TO BE TRIMMED EXCEPT AS SHOWN ON THE DRAWINGS OR DIRECTED BY THE ENGINEER. 13.ANTI-HEAVE PRECAUTIONS: BEFORE CARRYING OUT CONCRETING INTRODUCE ANTI-HEAVE PRECAUTIONS: BEFORE CARRYING OUT CONCRETING INTRODUCE ANTI-HEAVE PRECAUTIONS IN THE FORM OF CLAY MASTER AS DIRECTED BY THE ENGINEER TO THE FACES OF THE EXCAVATION. 14.PLACING CONCRETE: THE CONCRETE FOR THE UNDERPINNING IS TO BE RC35 PLACING CONCRETE: THE CONCRETE FOR THE UNDERPINNING IS TO BE RC35 RC35 CONCRETE AND POURED CONTINUOUSLY TO 75MM BELOW THE SOFFIT OF THE EXISTING FOOTING. THE CONCRETE IS TO BE FULLY COMPACTED USING A MECHANICAL VIBRATOR. 15.THE TOP 75MM OF THE PIN IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 THE TOP 75MM OF THE PIN IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 TOP 75MM OF THE PIN IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 TOP 75MM OF THE PIN IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 75MM OF THE PIN IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 75MM OF THE PIN IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 OF THE PIN IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 OF THE PIN IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 THE PIN IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 THE PIN IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 PIN IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 PIN IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 DEPTH AND WIDTH OF THE VOID WITH A 3:1 DEPTH AND WIDTH OF THE VOID WITH A 3:1 AND WIDTH OF THE VOID WITH A 3:1 AND WIDTH OF THE VOID WITH A 3:1 WIDTH OF THE VOID WITH A 3:1 WIDTH OF THE VOID WITH A 3:1 OF THE VOID WITH A 3:1 OF THE VOID WITH A 3:1 THE VOID WITH A 3:1 THE VOID WITH A 3:1 VOID WITH A 3:1 VOID WITH A 3:1 WITH A 3:1 WITH A 3:1 A 3:1 A 3:1 3:1 3:1 SHARP SAND:CEMENT MIX DRY PACK MIXED HAND DAMP AND RAMMED IN WELL SOLID. STRUCTURAL MASONRY NOTES 1.REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATION FOR MASONRY REQUIREMENTS IN RESPECT OF REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATION FOR MASONRY REQUIREMENTS IN RESPECT OF TO ARCHITECTURAL DRAWINGS AND SPECIFICATION FOR MASONRY REQUIREMENTS IN RESPECT OF TO ARCHITECTURAL DRAWINGS AND SPECIFICATION FOR MASONRY REQUIREMENTS IN RESPECT OF ARCHITECTURAL DRAWINGS AND SPECIFICATION FOR MASONRY REQUIREMENTS IN RESPECT OF ARCHITECTURAL DRAWINGS AND SPECIFICATION FOR MASONRY REQUIREMENTS IN RESPECT OF DRAWINGS AND SPECIFICATION FOR MASONRY REQUIREMENTS IN RESPECT OF DRAWINGS AND SPECIFICATION FOR MASONRY REQUIREMENTS IN RESPECT OF AND SPECIFICATION FOR MASONRY REQUIREMENTS IN RESPECT OF AND SPECIFICATION FOR MASONRY REQUIREMENTS IN RESPECT OF SPECIFICATION FOR MASONRY REQUIREMENTS IN RESPECT OF SPECIFICATION FOR MASONRY REQUIREMENTS IN RESPECT OF FOR MASONRY REQUIREMENTS IN RESPECT OF FOR MASONRY REQUIREMENTS IN RESPECT OF MASONRY REQUIREMENTS IN RESPECT OF MASONRY REQUIREMENTS IN RESPECT OF REQUIREMENTS IN RESPECT OF REQUIREMENTS IN RESPECT OF IN RESPECT OF IN RESPECT OF RESPECT OF RESPECT OF OF OF ACOUSTIC, THERMAL INSULATION AND DURABILITY REQUIREMENTS. THE ENGINEER SHALL BE NOTIFIED THERMAL INSULATION AND DURABILITY REQUIREMENTS. THE ENGINEER SHALL BE NOTIFIED THERMAL INSULATION AND DURABILITY REQUIREMENTS. THE ENGINEER SHALL BE NOTIFIED INSULATION AND DURABILITY REQUIREMENTS. THE ENGINEER SHALL BE NOTIFIED INSULATION AND DURABILITY REQUIREMENTS. THE ENGINEER SHALL BE NOTIFIED AND DURABILITY REQUIREMENTS. THE ENGINEER SHALL BE NOTIFIED AND DURABILITY REQUIREMENTS. THE ENGINEER SHALL BE NOTIFIED DURABILITY REQUIREMENTS. THE ENGINEER SHALL BE NOTIFIED DURABILITY REQUIREMENTS. THE ENGINEER SHALL BE NOTIFIED REQUIREMENTS. THE ENGINEER SHALL BE NOTIFIED REQUIREMENTS. THE ENGINEER SHALL BE NOTIFIED THE ENGINEER SHALL BE NOTIFIED THE ENGINEER SHALL BE NOTIFIED ENGINEER SHALL BE NOTIFIED ENGINEER SHALL BE NOTIFIED SHALL BE NOTIFIED SHALL BE NOTIFIED BE NOTIFIED BE NOTIFIED NOTIFIED NOTIFIED IMMEDIATELY IF THIS CONFLICTS WITH STRUCTURAL REQUIREMENTS. 2.BLOCKWORK TO HAVE A MINIMUM COMPRESSIVE STRENGTH AS SPECIFIED ON THE DRAWINGS. ALL BLOCKWORK TO HAVE A MINIMUM COMPRESSIVE STRENGTH AS SPECIFIED ON THE DRAWINGS. ALL TO HAVE A MINIMUM COMPRESSIVE STRENGTH AS SPECIFIED ON THE DRAWINGS. ALL TO HAVE A MINIMUM COMPRESSIVE STRENGTH AS SPECIFIED ON THE DRAWINGS. ALL HAVE A MINIMUM COMPRESSIVE STRENGTH AS SPECIFIED ON THE DRAWINGS. ALL HAVE A MINIMUM COMPRESSIVE STRENGTH AS SPECIFIED ON THE DRAWINGS. ALL A MINIMUM COMPRESSIVE STRENGTH AS SPECIFIED ON THE DRAWINGS. ALL A MINIMUM COMPRESSIVE STRENGTH AS SPECIFIED ON THE DRAWINGS. ALL MINIMUM COMPRESSIVE STRENGTH AS SPECIFIED ON THE DRAWINGS. ALL MINIMUM COMPRESSIVE STRENGTH AS SPECIFIED ON THE DRAWINGS. ALL COMPRESSIVE STRENGTH AS SPECIFIED ON THE DRAWINGS. ALL COMPRESSIVE STRENGTH AS SPECIFIED ON THE DRAWINGS. ALL STRENGTH AS SPECIFIED ON THE DRAWINGS. ALL STRENGTH AS SPECIFIED ON THE DRAWINGS. ALL AS SPECIFIED ON THE DRAWINGS. ALL AS SPECIFIED ON THE DRAWINGS. ALL SPECIFIED ON THE DRAWINGS. ALL SPECIFIED ON THE DRAWINGS. ALL ON THE DRAWINGS. ALL ON THE DRAWINGS. ALL THE DRAWINGS. ALL THE DRAWINGS. ALL DRAWINGS. ALL DRAWINGS. ALL ALL ALL ALL BLOCKWORK TO BE SOLID UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS AND IS TO COMPLY WITH TO BE SOLID UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS AND IS TO COMPLY WITH TO BE SOLID UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS AND IS TO COMPLY WITH BE SOLID UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS AND IS TO COMPLY WITH BE SOLID UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS AND IS TO COMPLY WITH SOLID UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS AND IS TO COMPLY WITH SOLID UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS AND IS TO COMPLY WITH UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS AND IS TO COMPLY WITH UNLESS SPECIFIED OTHERWISE ON THE DRAWINGS AND IS TO COMPLY WITH SPECIFIED OTHERWISE ON THE DRAWINGS AND IS TO COMPLY WITH SPECIFIED OTHERWISE ON THE DRAWINGS AND IS TO COMPLY WITH OTHERWISE ON THE DRAWINGS AND IS TO COMPLY WITH OTHERWISE ON THE DRAWINGS AND IS TO COMPLY WITH ON THE DRAWINGS AND IS TO COMPLY WITH ON THE DRAWINGS AND IS TO COMPLY WITH THE DRAWINGS AND IS TO COMPLY WITH THE DRAWINGS AND IS TO COMPLY WITH DRAWINGS AND IS TO COMPLY WITH DRAWINGS AND IS TO COMPLY WITH AND IS TO COMPLY WITH AND IS TO COMPLY WITH IS TO COMPLY WITH IS TO COMPLY WITH TO COMPLY WITH TO COMPLY WITH COMPLY WITH COMPLY WITH WITH WITH BS5628, TABLE 4, REQUIREMENTS FOR SPECIAL CATEGORY OF MANUFACTURE. THE MAXIMUM WEIGHT OF TABLE 4, REQUIREMENTS FOR SPECIAL CATEGORY OF MANUFACTURE. THE MAXIMUM WEIGHT OF TABLE 4, REQUIREMENTS FOR SPECIAL CATEGORY OF MANUFACTURE. THE MAXIMUM WEIGHT OF 4, REQUIREMENTS FOR SPECIAL CATEGORY OF MANUFACTURE. THE MAXIMUM WEIGHT OF 4, REQUIREMENTS FOR SPECIAL CATEGORY OF MANUFACTURE. THE MAXIMUM WEIGHT OF REQUIREMENTS FOR SPECIAL CATEGORY OF MANUFACTURE. THE MAXIMUM WEIGHT OF REQUIREMENTS FOR SPECIAL CATEGORY OF MANUFACTURE. THE MAXIMUM WEIGHT OF FOR SPECIAL CATEGORY OF MANUFACTURE. THE MAXIMUM WEIGHT OF FOR SPECIAL CATEGORY OF MANUFACTURE. THE MAXIMUM WEIGHT OF SPECIAL CATEGORY OF MANUFACTURE. THE MAXIMUM WEIGHT OF SPECIAL CATEGORY OF MANUFACTURE. THE MAXIMUM WEIGHT OF CATEGORY OF MANUFACTURE. THE MAXIMUM WEIGHT OF CATEGORY OF MANUFACTURE. THE MAXIMUM WEIGHT OF OF MANUFACTURE. THE MAXIMUM WEIGHT OF OF MANUFACTURE. THE MAXIMUM WEIGHT OF MANUFACTURE. THE MAXIMUM WEIGHT OF MANUFACTURE. THE MAXIMUM WEIGHT OF THE MAXIMUM WEIGHT OF THE MAXIMUM WEIGHT OF MAXIMUM WEIGHT OF MAXIMUM WEIGHT OF WEIGHT OF WEIGHT OF OF OF AN INDIVIDUAL MASONRY UNIT MUST NOT EXCEED 20KG. BLOCKWORK SHOULD BE ADEQUATELY INDIVIDUAL MASONRY UNIT MUST NOT EXCEED 20KG. BLOCKWORK SHOULD BE ADEQUATELY INDIVIDUAL MASONRY UNIT MUST NOT EXCEED 20KG. BLOCKWORK SHOULD BE ADEQUATELY MASONRY UNIT MUST NOT EXCEED 20KG. BLOCKWORK SHOULD BE ADEQUATELY MASONRY UNIT MUST NOT EXCEED 20KG. BLOCKWORK SHOULD BE ADEQUATELY UNIT MUST NOT EXCEED 20KG. BLOCKWORK SHOULD BE ADEQUATELY UNIT MUST NOT EXCEED 20KG. BLOCKWORK SHOULD BE ADEQUATELY MUST NOT EXCEED 20KG. BLOCKWORK SHOULD BE ADEQUATELY MUST NOT EXCEED 20KG. BLOCKWORK SHOULD BE ADEQUATELY NOT EXCEED 20KG. BLOCKWORK SHOULD BE ADEQUATELY NOT EXCEED 20KG. BLOCKWORK SHOULD BE ADEQUATELY EXCEED 20KG. BLOCKWORK SHOULD BE ADEQUATELY EXCEED 20KG. BLOCKWORK SHOULD BE ADEQUATELY 20KG. BLOCKWORK SHOULD BE ADEQUATELY 20KG. BLOCKWORK SHOULD BE ADEQUATELY BLOCKWORK SHOULD BE ADEQUATELY BLOCKWORK SHOULD BE ADEQUATELY SHOULD BE ADEQUATELY SHOULD BE ADEQUATELY BE ADEQUATELY BE ADEQUATELY ADEQUATELY ADEQUATELY PROTECTED ON SITE TO AVOID SATURATION AND POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE ON SITE TO AVOID SATURATION AND POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE ON SITE TO AVOID SATURATION AND POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE SITE TO AVOID SATURATION AND POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE SITE TO AVOID SATURATION AND POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE TO AVOID SATURATION AND POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE TO AVOID SATURATION AND POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE AVOID SATURATION AND POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE AVOID SATURATION AND POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE SATURATION AND POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE SATURATION AND POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE AND POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE AND POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE POSSIBLE INCREASE IN LIFTING WEIGHT. REFERENCE INCREASE IN LIFTING WEIGHT. REFERENCE INCREASE IN LIFTING WEIGHT. REFERENCE IN LIFTING WEIGHT. REFERENCE IN LIFTING WEIGHT. REFERENCE LIFTING WEIGHT. REFERENCE LIFTING WEIGHT. REFERENCE WEIGHT. REFERENCE WEIGHT. REFERENCE REFERENCE REFERENCE SHALL BE MADE TO THE PROJECT ARCHITECT/ACOUSTIC CONSULTANT FOR COMPLIANCE WITH PART E OF BE MADE TO THE PROJECT ARCHITECT/ACOUSTIC CONSULTANT FOR COMPLIANCE WITH PART E OF BE MADE TO THE PROJECT ARCHITECT/ACOUSTIC CONSULTANT FOR COMPLIANCE WITH PART E OF MADE TO THE PROJECT ARCHITECT/ACOUSTIC CONSULTANT FOR COMPLIANCE WITH PART E OF MADE TO THE PROJECT ARCHITECT/ACOUSTIC CONSULTANT FOR COMPLIANCE WITH PART E OF TO THE PROJECT ARCHITECT/ACOUSTIC CONSULTANT FOR COMPLIANCE WITH PART E OF TO THE PROJECT ARCHITECT/ACOUSTIC CONSULTANT FOR COMPLIANCE WITH PART E OF THE PROJECT ARCHITECT/ACOUSTIC CONSULTANT FOR COMPLIANCE WITH PART E OF THE PROJECT ARCHITECT/ACOUSTIC CONSULTANT FOR COMPLIANCE WITH PART E OF PROJECT ARCHITECT/ACOUSTIC CONSULTANT FOR COMPLIANCE WITH PART E OF PROJECT ARCHITECT/ACOUSTIC CONSULTANT FOR COMPLIANCE WITH PART E OF ARCHITECT/ACOUSTIC CONSULTANT FOR COMPLIANCE WITH PART E OF ARCHITECT/ACOUSTIC CONSULTANT FOR COMPLIANCE WITH PART E OF CONSULTANT FOR COMPLIANCE WITH PART E OF CONSULTANT FOR COMPLIANCE WITH PART E OF FOR COMPLIANCE WITH PART E OF FOR COMPLIANCE WITH PART E OF COMPLIANCE WITH PART E OF COMPLIANCE WITH PART E OF WITH PART E OF WITH PART E OF PART E OF PART E OF E OF E OF OF OF THE BUILDING REGULATION - SOUND TRANSMISSION. 3.BLOCKWORK BELOW DPC TO BE OF FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND BLOCKWORK BELOW DPC TO BE OF FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND BELOW DPC TO BE OF FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND BELOW DPC TO BE OF FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND DPC TO BE OF FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND DPC TO BE OF FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND TO BE OF FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND TO BE OF FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND BE OF FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND BE OF FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND OF FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND OF FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND (REFER TO MANUFACTURERS GUIDELINES) AND (REFER TO MANUFACTURERS GUIDELINES) AND TO MANUFACTURERS GUIDELINES) AND TO MANUFACTURERS GUIDELINES) AND MANUFACTURERS GUIDELINES) AND MANUFACTURERS GUIDELINES) AND GUIDELINES) AND GUIDELINES) AND AND AND TO BE OF AT LEAST EQUAL MINIMUM COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND BE OF AT LEAST EQUAL MINIMUM COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND BE OF AT LEAST EQUAL MINIMUM COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND OF AT LEAST EQUAL MINIMUM COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND OF AT LEAST EQUAL MINIMUM COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND AT LEAST EQUAL MINIMUM COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND AT LEAST EQUAL MINIMUM COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND LEAST EQUAL MINIMUM COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND LEAST EQUAL MINIMUM COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND EQUAL MINIMUM COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND EQUAL MINIMUM COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND MINIMUM COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND MINIMUM COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND STRENGTH TO THAT INDICATED BETWEEN GROUND AND STRENGTH TO THAT INDICATED BETWEEN GROUND AND TO THAT INDICATED BETWEEN GROUND AND TO THAT INDICATED BETWEEN GROUND AND THAT INDICATED BETWEEN GROUND AND THAT INDICATED BETWEEN GROUND AND INDICATED BETWEEN GROUND AND INDICATED BETWEEN GROUND AND BETWEEN GROUND AND BETWEEN GROUND AND GROUND AND GROUND AND AND AND FIRST FLOOR AND IN NO CASE LESS THAN 7N/MM². 4.BRICKWORK TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 BRICKWORK TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 HAVE A MINIMUM COMPRESSIVE STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 HAVE A MINIMUM COMPRESSIVE STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 A MINIMUM COMPRESSIVE STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 A MINIMUM COMPRESSIVE STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 MINIMUM COMPRESSIVE STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 MINIMUM COMPRESSIVE STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 COMPRESSIVE STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 COMPRESSIVE STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 OF 20N/MM² AND IS TO COMPLY WITH BS5628 OF 20N/MM² AND IS TO COMPLY WITH BS5628 20N/MM² AND IS TO COMPLY WITH BS5628 20N/MM² AND IS TO COMPLY WITH BS5628 AND IS TO COMPLY WITH BS5628 AND IS TO COMPLY WITH BS5628 IS TO COMPLY WITH BS5628 IS TO COMPLY WITH BS5628 TO COMPLY WITH BS5628 TO COMPLY WITH BS5628 COMPLY WITH BS5628 COMPLY WITH BS5628 WITH BS5628 WITH BS5628 BS5628 BS5628 REQUIREMENTS FOR SPECIAL CATEGORY OF MANUFACTURE. 5.MORTAR DESIGNATION AS FOLLOWS: MORTAR DESIGNATION AS FOLLOWS: ABOVE DPC MORTAR DESIGNATION III BELOW DPC MORTAR DESIGNATION II 6.REFER TO THE ARCHITECTS DRAWINGS FOR DETAILS OF DPC'S, DPM'S, WATERPROOFING AND INSULATION. REFER TO THE ARCHITECTS DRAWINGS FOR DETAILS OF DPC'S, DPM'S, WATERPROOFING AND INSULATION. 7.THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE WORKS DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE WORKS DURING CONSTRUCTION. 8.LINTELS LINTELS EXTERNAL WALLS: PROVIDE PROPRIETARY LINTELS AS SPECIFIED ON THE DRAWINGS OR EQUIVALENT APPROVED BY ALTERNATIVE MANUFACTURER. INTERNAL WALLS: PROVIDE PROPRIETARY IG BOX LINTELS TO LOADBEARING INTERNAL WALLS AS SPECIFIED ON THE DRAWINGS OR EQUIVALENT APPROVED BY ALTERNATIVE MANUFACTURER. PROVIDE PROPRIETARY IG INTERNAL LINTEL TO SMALL OPENINGS IN NON LOADBEARING BLOCKWORK PROPRIETARY IG INTERNAL LINTEL TO SMALL OPENINGS IN NON LOADBEARING BLOCKWORK PROPRIETARY IG INTERNAL LINTEL TO SMALL OPENINGS IN NON LOADBEARING BLOCKWORK IG INTERNAL LINTEL TO SMALL OPENINGS IN NON LOADBEARING BLOCKWORK IG INTERNAL LINTEL TO SMALL OPENINGS IN NON LOADBEARING BLOCKWORK INTERNAL LINTEL TO SMALL OPENINGS IN NON LOADBEARING BLOCKWORK INTERNAL LINTEL TO SMALL OPENINGS IN NON LOADBEARING BLOCKWORK LINTEL TO SMALL OPENINGS IN NON LOADBEARING BLOCKWORK LINTEL TO SMALL OPENINGS IN NON LOADBEARING BLOCKWORK TO SMALL OPENINGS IN NON LOADBEARING BLOCKWORK TO SMALL OPENINGS IN NON LOADBEARING BLOCKWORK SMALL OPENINGS IN NON LOADBEARING BLOCKWORK SMALL OPENINGS IN NON LOADBEARING BLOCKWORK OPENINGS IN NON LOADBEARING BLOCKWORK OPENINGS IN NON LOADBEARING BLOCKWORK IN NON LOADBEARING BLOCKWORK IN NON LOADBEARING BLOCKWORK NON LOADBEARING BLOCKWORK NON LOADBEARING BLOCKWORK LOADBEARING BLOCKWORK LOADBEARING BLOCKWORK BLOCKWORK BLOCKWORK WALLS OR EQUIVALENT APPROVED BY ALTERNATIVE MANUFACTURER. ALL STEEL LINTELS TO BE FULLY GALVANISED AND HAVE A MINIMUM 150MM BEARING TO EACH END STEEL LINTELS TO BE FULLY GALVANISED AND HAVE A MINIMUM 150MM BEARING TO EACH END STEEL LINTELS TO BE FULLY GALVANISED AND HAVE A MINIMUM 150MM BEARING TO EACH END LINTELS TO BE FULLY GALVANISED AND HAVE A MINIMUM 150MM BEARING TO EACH END LINTELS TO BE FULLY GALVANISED AND HAVE A MINIMUM 150MM BEARING TO EACH END TO BE FULLY GALVANISED AND HAVE A MINIMUM 150MM BEARING TO EACH END TO BE FULLY GALVANISED AND HAVE A MINIMUM 150MM BEARING TO EACH END BE FULLY GALVANISED AND HAVE A MINIMUM 150MM BEARING TO EACH END BE FULLY GALVANISED AND HAVE A MINIMUM 150MM BEARING TO EACH END FULLY GALVANISED AND HAVE A MINIMUM 150MM BEARING TO EACH END FULLY GALVANISED AND HAVE A MINIMUM 150MM BEARING TO EACH END GALVANISED AND HAVE A MINIMUM 150MM BEARING TO EACH END GALVANISED AND HAVE A MINIMUM 150MM BEARING TO EACH END AND HAVE A MINIMUM 150MM BEARING TO EACH END AND HAVE A MINIMUM 150MM BEARING TO EACH END HAVE A MINIMUM 150MM BEARING TO EACH END HAVE A MINIMUM 150MM BEARING TO EACH END A MINIMUM 150MM BEARING TO EACH END A MINIMUM 150MM BEARING TO EACH END MINIMUM 150MM BEARING TO EACH END MINIMUM 150MM BEARING TO EACH END 150MM BEARING TO EACH END 150MM BEARING TO EACH END BEARING TO EACH END BEARING TO EACH END TO EACH END TO EACH END EACH END EACH END END END UNLESS NOTED OTHERWISE. CONCRETE 1.ALL CONCRETE TO BE NORMAL WEIGHT, STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE ALL CONCRETE TO BE NORMAL WEIGHT, STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE CONCRETE TO BE NORMAL WEIGHT, STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE CONCRETE TO BE NORMAL WEIGHT, STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE TO BE NORMAL WEIGHT, STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE TO BE NORMAL WEIGHT, STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE BE NORMAL WEIGHT, STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE BE NORMAL WEIGHT, STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE NORMAL WEIGHT, STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE NORMAL WEIGHT, STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE WEIGHT, STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE WEIGHT, STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE GRADE C28/35 TO PROVIDE A MINIMUM CUBE GRADE C28/35 TO PROVIDE A MINIMUM CUBE C28/35 TO PROVIDE A MINIMUM CUBE C28/35 TO PROVIDE A MINIMUM CUBE TO PROVIDE A MINIMUM CUBE TO PROVIDE A MINIMUM CUBE PROVIDE A MINIMUM CUBE PROVIDE A MINIMUM CUBE A MINIMUM CUBE A MINIMUM CUBE MINIMUM CUBE MINIMUM CUBE CUBE CUBE COMPRESSIVE STRENGTH OF 35N/mm² AT 28 DAYS. 2.ALL CONCRETE BELOW GROUND LEVEL (SLABS, WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN ALL CONCRETE BELOW GROUND LEVEL (SLABS, WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN CONCRETE BELOW GROUND LEVEL (SLABS, WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN CONCRETE BELOW GROUND LEVEL (SLABS, WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN BELOW GROUND LEVEL (SLABS, WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN BELOW GROUND LEVEL (SLABS, WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN GROUND LEVEL (SLABS, WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN GROUND LEVEL (SLABS, WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN LEVEL (SLABS, WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN LEVEL (SLABS, WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN (SLABS, WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN (SLABS, WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN FOUNDATIONS) TO BE DESIGNED FOR A DESIGN FOUNDATIONS) TO BE DESIGNED FOR A DESIGN TO BE DESIGNED FOR A DESIGN TO BE DESIGNED FOR A DESIGN BE DESIGNED FOR A DESIGN BE DESIGNED FOR A DESIGN DESIGNED FOR A DESIGN DESIGNED FOR A DESIGN FOR A DESIGN FOR A DESIGN A DESIGN A DESIGN DESIGN DESIGN SULPHATE CLASS OF DS-2. 3.UNDER NO CIRCUMSTANCES IS CONCRETE TO BE POURED IF EXPECTED TEMPERATURE WITHIN THE UNDER NO CIRCUMSTANCES IS CONCRETE TO BE POURED IF EXPECTED TEMPERATURE WITHIN THE NO CIRCUMSTANCES IS CONCRETE TO BE POURED IF EXPECTED TEMPERATURE WITHIN THE NO CIRCUMSTANCES IS CONCRETE TO BE POURED IF EXPECTED TEMPERATURE WITHIN THE CIRCUMSTANCES IS CONCRETE TO BE POURED IF EXPECTED TEMPERATURE WITHIN THE CIRCUMSTANCES IS CONCRETE TO BE POURED IF EXPECTED TEMPERATURE WITHIN THE IS CONCRETE TO BE POURED IF EXPECTED TEMPERATURE WITHIN THE IS CONCRETE TO BE POURED IF EXPECTED TEMPERATURE WITHIN THE CONCRETE TO BE POURED IF EXPECTED TEMPERATURE WITHIN THE CONCRETE TO BE POURED IF EXPECTED TEMPERATURE WITHIN THE TO BE POURED IF EXPECTED TEMPERATURE WITHIN THE TO BE POURED IF EXPECTED TEMPERATURE WITHIN THE BE POURED IF EXPECTED TEMPERATURE WITHIN THE BE POURED IF EXPECTED TEMPERATURE WITHIN THE POURED IF EXPECTED TEMPERATURE WITHIN THE POURED IF EXPECTED TEMPERATURE WITHIN THE IF EXPECTED TEMPERATURE WITHIN THE IF EXPECTED TEMPERATURE WITHIN THE EXPECTED TEMPERATURE WITHIN THE EXPECTED TEMPERATURE WITHIN THE TEMPERATURE WITHIN THE TEMPERATURE WITHIN THE WITHIN THE WITHIN THE THE THE FOLLOWING 24 HOUR PERIOD IS EXPECTED TO BE 5° C OR LESS. 4.NO ADMIXTURES OF ANY FORM TO BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF NO ADMIXTURES OF ANY FORM TO BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF ADMIXTURES OF ANY FORM TO BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF ADMIXTURES OF ANY FORM TO BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF OF ANY FORM TO BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF OF ANY FORM TO BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF ANY FORM TO BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF ANY FORM TO BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF FORM TO BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF FORM TO BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF TO BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF TO BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF CONCRETE WITHOUT THE WRITTEN PERMISSION OF CONCRETE WITHOUT THE WRITTEN PERMISSION OF WITHOUT THE WRITTEN PERMISSION OF WITHOUT THE WRITTEN PERMISSION OF THE WRITTEN PERMISSION OF THE WRITTEN PERMISSION OF WRITTEN PERMISSION OF WRITTEN PERMISSION OF PERMISSION OF PERMISSION OF OF OF THE STRUCTURAL ENGINEER. IT IS STRICTLY FORBIDDEN TO ADD WATER TO CONCRETE ON SITE.
