ac-f - superstructure lrcam blocks l o q
TRANSCRIPT
Portfolio Drawing
AutoCAD
Superstructure
Block L
Ground - Second Floor
1:50 Fidel K.
AC/F-A101 T1
NOTES
4
3
2
1
!
11
1
AutoCAD SHX Text
MJ
AutoCAD SHX Text
MJ
AutoCAD SHX Text
TYPICAL GROUND FLOOR PLAN
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5600mm 254x146 UB37 TOS = Top of Joist level
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5600mm 254x254 UC73 +10mm head plate TOS = Top of Joist level - 00.190
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
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T
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T
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2 courses of 75N Engineering brick padstone
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Ancon WP3P 75x60x5 windpost or equal
AutoCAD SHX Text
PC Plank
AutoCAD SHX Text
MJ
AutoCAD SHX Text
TYPICAL FIRST FLOOR PLAN
AutoCAD SHX Text
2 courses of 75N Engineering brick padstone
AutoCAD SHX Text
2 courses of 75N Engineering brick padstone
AutoCAD SHX Text
2 courses of 75N Engineering brick padstone
AutoCAD SHX Text
T
AutoCAD SHX Text
Ancon WP3P 75x60x5 windpost or equal
AutoCAD SHX Text
Ancon WP3P 75x60x5 windpost or equal
AutoCAD SHX Text
5600mm 254x146 UB37 TOS = Top of Joist level
AutoCAD SHX Text
T
AutoCAD SHX Text
TIMBER FLAT ROOF SPAN
AutoCAD SHX Text
MJ
AutoCAD SHX Text
SECOND FLOOR PLAN
AutoCAD SHX Text
2 courses of 75N Engineering brick padstone
AutoCAD SHX Text
2 courses of 75N Engineering brick padstone
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
T
AutoCAD SHX Text
PC Plank
AutoCAD SHX Text
2 Courses of min. 75N engineering brick
AutoCAD SHX Text
ENGINEERING BRICK PADSTONE
AutoCAD SHX Text
Scale 1:10
AutoCAD SHX Text
Date
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Rev
AutoCAD SHX Text
Comments
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Drn
AutoCAD SHX Text
Chkd
AutoCAD SHX Text
Scale:
AutoCAD SHX Text
Date:
AutoCAD SHX Text
Drawing No:
AutoCAD SHX Text
Revision:
AutoCAD SHX Text
Checked:
AutoCAD SHX Text
Drawn by:
AutoCAD SHX Text
Title
AutoCAD SHX Text
Project
AutoCAD SHX Text
1.ALL STRUCTURAL STEELWORK IS TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH NSSS. ALL STRUCTURAL STEELWORK IS TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH NSSS. 2.THE STEELWORK SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ALL NECESSARY SITE THE STEELWORK SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ALL NECESSARY SITE MEASUREMENTS PRIOR TO FABRICATION TO ENSURE THE CORRECT FIT OF THE NEW WORKS ON SITE. 3.ALL STEELWORK TO BE GRADE S355JR FOR HOLLOW SECTIONS AND S275JOH FOR SECTIONS OTHER THAN ALL STEELWORK TO BE GRADE S355JR FOR HOLLOW SECTIONS AND S275JOH FOR SECTIONS OTHER THAN HOLLOW SECTIONS UNLESS NOTED OTHEFidel K.ISE. 4.END CONNECTIONS TO BE DESIGNED BY THE STEELWORK CONTRACTOR TO MEET THE REQUIREMENTS OF END CONNECTIONS TO BE DESIGNED BY THE STEELWORK CONTRACTOR TO MEET THE REQUIREMENTS OF BS5950. COPIES OF THE CALCULATIONS ARE TO BE SUBMITTED TO Fidel K.P FOR EXAMINATION. 5.THE CONTRACTOR IS TO COMPLETE THE DESIGN AND DETAILING OF STEELWORK CONNECTIONS IN THE CONTRACTOR IS TO COMPLETE THE DESIGN AND DETAILING OF STEELWORK CONNECTIONS IN ACCORDANCE WITH SPECIFICATION USING THE DESIGN LOADS AND MOMENTS INDICATED IN THESE DRAWINGS. ALL MOMENT LOADS ARE TO BE TREATED AS REVERSIBLE UNLESS NOTED OTHEFidel K.ISE. ALL BEAM END REACTIONS SHOWN ARE BASED ON ULS 6.ALL BOLTED CONNECTIONS TO HAVE A MINIMUM OF TWO BOLTS WITH WASHERS PLACED UNDER BOTH HEAD ALL BOLTED CONNECTIONS TO HAVE A MINIMUM OF TWO BOLTS WITH WASHERS PLACED UNDER BOTH HEAD AND NUT U.N.O.. ALL BOLTS TO BE GRADE 8.8 TO BS 3692 AND MINIMUM BOLT SIZE TO BE M16 UNLESS NOTED OTHEFidel K.ISE. 7.THE CONTRACTOR IS TO ENSURE THE USE OF NEOPRENE WASHERS OR SIMILAR SEPARATION MEDIUMS TO THE CONTRACTOR IS TO ENSURE THE USE OF NEOPRENE WASHERS OR SIMILAR SEPARATION MEDIUMS TO PREVENT BI-METALIC REACTIONS. 8.THE HOLDING DOWN BOLTS SHALL BE SUPPLIED BY THE STEELWORK SUB-CONTRACTOR AND FIXED BY THE THE HOLDING DOWN BOLTS SHALL BE SUPPLIED BY THE STEELWORK SUB-CONTRACTOR AND FIXED BY THE GENERAL CONTRACTOR. THE HOLDING DOWN BOLTS SHALL BE SET OUT IN ACCORDANCE WITH THE STEELWORK SUB-CONTRACTORS SETTING OUT DETAILS. DRILLED IN BOLTS SHALL NOT BE USED 9.ALL CONNECTION PLATES TO BE A MINIMUM OF 10mm THICK TO STEELWORK CONTRACTORS DESIGN IN ALL CONNECTION PLATES TO BE A MINIMUM OF 10mm THICK TO STEELWORK CONTRACTORS DESIGN IN ACCORDANCE WITH BS 5950 10.GROUTING OF STANCHION BASES IS TO BE CARRIED OUT IN ACCORDANCE WITH NSSS USING WEBER-SBD GROUTING OF STANCHION BASES IS TO BE CARRIED OUT IN ACCORDANCE WITH NSSS USING WEBER-SBD FIVE STAR NON-SHRINK CEMENTITUOUS GROUT, OR SIMILAR APPROVED. 11.ALL WELDS ARE TO BE A MINIMUM 6mm FULL PROFILE CONTINUOUS FILLET WELD IN ACCORDANCE WITH BS ALL WELDS ARE TO BE A MINIMUM 6mm FULL PROFILE CONTINUOUS FILLET WELD IN ACCORDANCE WITH BS 5135 UNLESS NOTED OTHEFidel K.ISE. WHERE A WELD IS CALLED UP AS FULL STRENGTH BUTT WELD (FSBW) IT IS ASSUMED THAT IT WILL BE FULL PENETRATION. 12.SITE WELDING WILL NOT BE ACCEPTABLE. SITE WELDING WILL NOT BE ACCEPTABLE. 13.ALL FABRICATION DRAWINGS ISSUED FOR APPROVAL WILL BE COMMENTED ON WITHIN 10 WORKING DAYS. ANY ALL FABRICATION DRAWINGS ISSUED FOR APPROVAL WILL BE COMMENTED ON WITHIN 10 WORKING DAYS. ANY ITEMS FABRICATED PRIOR TO APPROVAL SHALL BE AT THE CONTRACTORS RISK. 14.FIRE PROTECTION OF STEELWORK IS TO BE TO ARCHITECT'S DETAILS. FIRE PROTECTION OF STEELWORK IS TO BE TO ARCHITECT'S DETAILS. 15.THE CONTRACTOR SHALL ALLOW FOR RADIOGRAPHIC TESTING OF 25% OF FPBW's AND 10% FILLET WELDS THE CONTRACTOR SHALL ALLOW FOR RADIOGRAPHIC TESTING OF 25% OF FPBW's AND 10% FILLET WELDS SURFACE TREATMENT 16.'POWDER COAT' FINISHES AS IDENTIFIED ON THE ARCHITECT'S DRAWINGS TO BE SHOP APPLIED IN 'POWDER COAT' FINISHES AS IDENTIFIED ON THE ARCHITECT'S DRAWINGS TO BE SHOP APPLIED IN ACCORDANCE WITH THE ARCHITECT'S SPECIFICATION AND COMPATABILITY WITH FIRE PROTECTION MEASURES. OTHER FINISHING COATS TO BE APPLIED ON SITE, DETAILS AND COLOUR TO BE AGREED WITH THE ARCHITECT. 17.ALL EXTERNAL STEELWORK TO BE GALVANISED FOR 60 YEAR DESIGN LIFE. ALL EXTERNAL STEELWORK TO BE GALVANISED FOR 60 YEAR DESIGN LIFE. BRICK/BLOCK STRENGTHS 18.3.5N blocks for inner leaf UNO 3.5N blocks for inner leaf UNO 19.10N (min.) bricks for outer leaf UNO 10N (min.) bricks for outer leaf UNO KEY
AutoCAD SHX Text
Denotes span of timber floor joists
AutoCAD SHX Text
RISK SCHEDULE
AutoCAD SHX Text
ITEM DESCRIPTION OF RISK & ACTION
AutoCAD SHX Text
Steel beams and columns (up to 250kg) to be craned into position, provide lifting eyes for safe lifting.
AutoCAD SHX Text
External elevation masonry walls designed for permanent case with restraint at head plus wind posts where required. During construction both skins of the cavity wall to be constructed evenly and temporary propping to be provided as per Contractor's design.
AutoCAD SHX Text
Internal lightweight masonry walls are designed for the permanent case only, therefore are not designed for external wind loads. Internal walls to be constructed once outer skin is complete.
AutoCAD SHX Text
Suspended ground floor is designed for permanent loads of finishes DL=0.5 kN/m2 and Imposed loads LL=1.5 kN/m2. Temporary loads on plain concrete must not exceed these UDL loads.
AutoCAD SHX Text
RISK ASSESSMENT NOTES
AutoCAD SHX Text
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
Setting out of steelwork to CHBC details.
AutoCAD SHX Text
T1
AutoCAD SHX Text
FK
AutoCAD SHX Text
Tender Issue
AutoCAD SHX Text
Denotes span of pre-cast planks
AutoCAD SHX Text
Denotes indicative location of timber trimmers
GROUND FLOOR PLAN
FIRST FLOOR PLAN
MJ
MJ
MJ
MJ
MJ
MJ above PCC planks
MJ
MJMJ
MJ above lintel
MJ
MJ
MJ
SECOND FLOOR PLAN
MJ
MJ
MJ
MJ
MJ
Portfolio Drawing
AutoCAD
Superstructure
Block O
Ground - Second Floor
1:50 FK
AC/F-A102 T1
!
NOTES
4
3
2
1
AutoCAD SHX Text
T
AutoCAD SHX Text
PC Plank
AutoCAD SHX Text
2 Courses of min. 75N engineering brick
AutoCAD SHX Text
ENGINEERING BRICK PADSTONE
AutoCAD SHX Text
Scale 1:10
AutoCAD SHX Text
Timber Joists
AutoCAD SHX Text
PCC
AutoCAD SHX Text
PCC
AutoCAD SHX Text
Timber Joists
AutoCAD SHX Text
Timber Joists
AutoCAD SHX Text
Timber Trimmer
AutoCAD SHX Text
Timber Trimmer
AutoCAD SHX Text
254x254x73 UC+ 350x10mm plate on top
AutoCAD SHX Text
Lintel
AutoCAD SHX Text
890lg 75N Engineering Brick Padstone
AutoCAD SHX Text
Wind Post
AutoCAD SHX Text
Wind Post
AutoCAD SHX Text
Timber Trimmer
AutoCAD SHX Text
Timber Trimmer
AutoCAD SHX Text
Timber Joists
AutoCAD SHX Text
Timber Joists
AutoCAD SHX Text
Timber Joists
AutoCAD SHX Text
PC Planks
AutoCAD SHX Text
Wind Post
AutoCAD SHX Text
Wind Post
AutoCAD SHX Text
Roof
AutoCAD SHX Text
Wind Post
AutoCAD SHX Text
Wind Post
AutoCAD SHX Text
Date
AutoCAD SHX Text
Rev
AutoCAD SHX Text
Comments
AutoCAD SHX Text
Drn
AutoCAD SHX Text
Chkd
AutoCAD SHX Text
Scale:
AutoCAD SHX Text
Date:
AutoCAD SHX Text
Drawing No:
AutoCAD SHX Text
Revision:
AutoCAD SHX Text
Checked:
AutoCAD SHX Text
Drawn by:
AutoCAD SHX Text
Title
AutoCAD SHX Text
Project
AutoCAD SHX Text
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
Setting out of steelwork to CHBC details.
AutoCAD SHX Text
T1
AutoCAD SHX Text
FK
AutoCAD SHX Text
Tender Issue
AutoCAD SHX Text
1.ALL STRUCTURAL STEELWORK IS TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH NSSS. ALL STRUCTURAL STEELWORK IS TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH NSSS. 2.THE STEELWORK SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ALL NECESSARY SITE THE STEELWORK SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ALL NECESSARY SITE MEASUREMENTS PRIOR TO FABRICATION TO ENSURE THE CORRECT FIT OF THE NEW WORKS ON SITE. 3.ALL STEELWORK TO BE GRADE S355JR FOR HOLLOW SECTIONS AND S275JOH FOR SECTIONS OTHER THAN ALL STEELWORK TO BE GRADE S355JR FOR HOLLOW SECTIONS AND S275JOH FOR SECTIONS OTHER THAN HOLLOW SECTIONS UNLESS NOTED OTHEFidel K.ISE. 4.END CONNECTIONS TO BE DESIGNED BY THE STEELWORK CONTRACTOR TO MEET THE REQUIREMENTS OF END CONNECTIONS TO BE DESIGNED BY THE STEELWORK CONTRACTOR TO MEET THE REQUIREMENTS OF BS5950. COPIES OF THE CALCULATIONS ARE TO BE SUBMITTED TO Fidel K.P FOR EXAMINATION. 5.THE CONTRACTOR IS TO COMPLETE THE DESIGN AND DETAILING OF STEELWORK CONNECTIONS IN THE CONTRACTOR IS TO COMPLETE THE DESIGN AND DETAILING OF STEELWORK CONNECTIONS IN ACCORDANCE WITH SPECIFICATION USING THE DESIGN LOADS AND MOMENTS INDICATED IN THESE DRAWINGS. ALL MOMENT LOADS ARE TO BE TREATED AS REVERSIBLE UNLESS NOTED OTHEFidel K.ISE. ALL BEAM END REACTIONS SHOWN ARE BASED ON ULS 6.ALL BOLTED CONNECTIONS TO HAVE A MINIMUM OF TWO BOLTS WITH WASHERS PLACED UNDER BOTH HEAD ALL BOLTED CONNECTIONS TO HAVE A MINIMUM OF TWO BOLTS WITH WASHERS PLACED UNDER BOTH HEAD AND NUT U.N.O.. ALL BOLTS TO BE GRADE 8.8 TO BS 3692 AND MINIMUM BOLT SIZE TO BE M16 UNLESS NOTED OTHEFidel K.ISE. 7.THE CONTRACTOR IS TO ENSURE THE USE OF NEOPRENE WASHERS OR SIMILAR SEPARATION MEDIUMS TO THE CONTRACTOR IS TO ENSURE THE USE OF NEOPRENE WASHERS OR SIMILAR SEPARATION MEDIUMS TO PREVENT BI-METALIC REACTIONS. 8.THE HOLDING DOWN BOLTS SHALL BE SUPPLIED BY THE STEELWORK SUB-CONTRACTOR AND FIXED BY THE THE HOLDING DOWN BOLTS SHALL BE SUPPLIED BY THE STEELWORK SUB-CONTRACTOR AND FIXED BY THE GENERAL CONTRACTOR. THE HOLDING DOWN BOLTS SHALL BE SET OUT IN ACCORDANCE WITH THE STEELWORK SUB-CONTRACTORS SETTING OUT DETAILS. DRILLED IN BOLTS SHALL NOT BE USED 9.ALL CONNECTION PLATES TO BE A MINIMUM OF 10mm THICK TO STEELWORK CONTRACTORS DESIGN IN ALL CONNECTION PLATES TO BE A MINIMUM OF 10mm THICK TO STEELWORK CONTRACTORS DESIGN IN ACCORDANCE WITH BS 5950 10.GROUTING OF STANCHION BASES IS TO BE CARRIED OUT IN ACCORDANCE WITH NSSS USING WEBER-SBD GROUTING OF STANCHION BASES IS TO BE CARRIED OUT IN ACCORDANCE WITH NSSS USING WEBER-SBD FIVE STAR NON-SHRINK CEMENTITUOUS GROUT, OR SIMILAR APPROVED. 11.ALL WELDS ARE TO BE A MINIMUM 6mm FULL PROFILE CONTINUOUS FILLET WELD IN ACCORDANCE WITH BS ALL WELDS ARE TO BE A MINIMUM 6mm FULL PROFILE CONTINUOUS FILLET WELD IN ACCORDANCE WITH BS 5135 UNLESS NOTED OTHEFidel K.ISE. WHERE A WELD IS CALLED UP AS FULL STRENGTH BUTT WELD (FSBW) IT IS ASSUMED THAT IT WILL BE FULL PENETRATION. 12.SITE WELDING WILL NOT BE ACCEPTABLE. SITE WELDING WILL NOT BE ACCEPTABLE. 13.ALL FABRICATION DRAWINGS ISSUED FOR APPROVAL WILL BE COMMENTED ON WITHIN 10 WORKING DAYS. ANY ALL FABRICATION DRAWINGS ISSUED FOR APPROVAL WILL BE COMMENTED ON WITHIN 10 WORKING DAYS. ANY ITEMS FABRICATED PRIOR TO APPROVAL SHALL BE AT THE CONTRACTORS RISK. 14.FIRE PROTECTION OF STEELWORK IS TO BE TO ARCHITECT'S DETAILS. FIRE PROTECTION OF STEELWORK IS TO BE TO ARCHITECT'S DETAILS. 15.THE CONTRACTOR SHALL ALLOW FOR RADIOGRAPHIC TESTING OF 25% OF FPBW's AND 10% FILLET WELDS THE CONTRACTOR SHALL ALLOW FOR RADIOGRAPHIC TESTING OF 25% OF FPBW's AND 10% FILLET WELDS SURFACE TREATMENT 16.'POWDER COAT' FINISHES AS IDENTIFIED ON THE ARCHITECT'S DRAWINGS TO BE SHOP APPLIED IN 'POWDER COAT' FINISHES AS IDENTIFIED ON THE ARCHITECT'S DRAWINGS TO BE SHOP APPLIED IN ACCORDANCE WITH THE ARCHITECT'S SPECIFICATION AND COMPATABILITY WITH FIRE PROTECTION MEASURES. OTHER FINISHING COATS TO BE APPLIED ON SITE, DETAILS AND COLOUR TO BE AGREED WITH THE ARCHITECT. 17.ALL EXTERNAL STEELWORK TO BE GALVANISED FOR 60 YEAR DESIGN LIFE. ALL EXTERNAL STEELWORK TO BE GALVANISED FOR 60 YEAR DESIGN LIFE. BRICK/BLOCK STRENGTHS 18.3.5N blocks for inner leaf UNO 3.5N blocks for inner leaf UNO 19.10N (min.) bricks for outer leaf UNO 10N (min.) bricks for outer leaf UNO KEY
AutoCAD SHX Text
Denotes span of timber floor joists
AutoCAD SHX Text
RISK SCHEDULE
AutoCAD SHX Text
ITEM DESCRIPTION OF RISK & ACTION
AutoCAD SHX Text
Steel beams and columns (up to 250kg) to be craned into position, provide lifting eyes for safe lifting.
AutoCAD SHX Text
External elevation masonry walls designed for permanent case with restraint at head plus wind posts where required. During construction both skins of the cavity wall to be constructed evenly and temporary propping to be provided as per Contractor's design.
AutoCAD SHX Text
Internal lightweight masonry walls are designed for the permanent case only, therefore are not designed for external wind loads. Internal walls to be constructed once outer skin is complete.
AutoCAD SHX Text
Suspended ground floor is designed for permanent loads of finishes DL=0.5 kN/m2 and Imposed loads LL=1.5 kN/m2. Temporary loads on plain concrete must not exceed these UDL loads.
AutoCAD SHX Text
Denotes span of pre-cast planks
AutoCAD SHX Text
Denotes indicative location of timber trimmers
GR
OU
ND
F
LO
OR
P
LA
N
BLO
CK
T
P
LO
TS
185, 187 &
189
BLO
CK
Q
P
LO
TS
204, 206 &
208
FIR
ST
F
LO
OR
P
LA
N
BLO
CK
T
P
LO
TS
185, 187 &
189
BLO
CK
Q
P
LO
TS
204, 206 &
208
FIR
ST
F
LO
OR
P
LA
N
BLO
CK
T
P
LO
TS
185, 187 &
189
BLO
CK
Q
P
LO
TS
204, 206 &
208
MJ
MJ
Portfolio Drawing
AutoCAD
Superstructure
Block Q
Ground - Second Floor
1:50 FK
AC/F-A103 T1
!
NOTES
4
3
2
1
AutoCAD SHX Text
T
AutoCAD SHX Text
PC Plank
AutoCAD SHX Text
2 Courses of min. 75N engineering brick
AutoCAD SHX Text
ENGINEERING BRICK PADSTONE
AutoCAD SHX Text
Scale 1:10
AutoCAD SHX Text
440lgx215x100 Concrete Padstones
AutoCAD SHX Text
440lg 75N Engineering Brick Padstone
AutoCAD SHX Text
T
AutoCAD SHX Text
PC Planks
AutoCAD SHX Text
PC Planks
AutoCAD SHX Text
PC Planks
AutoCAD SHX Text
PC Planks
AutoCAD SHX Text
203x203x46UC +225x10 Plate
AutoCAD SHX Text
203x203x52 UC+200x100x10 Angles
AutoCAD SHX Text
203x203x71UC +200x100x10 Angles
AutoCAD SHX Text
440lgx215x100 Concrete Padstones
AutoCAD SHX Text
440lg 75N Engineering Brick Padstone
AutoCAD SHX Text
T
AutoCAD SHX Text
PC Planks
AutoCAD SHX Text
PC Planks
AutoCAD SHX Text
203x203x52 UC+350x10 Top Plate
AutoCAD SHX Text
203x203x71UC +200x100x10 Angles
AutoCAD SHX Text
440lg 75N Engineering Brick Padstone
AutoCAD SHX Text
PC Planks
AutoCAD SHX Text
PC Planks
AutoCAD SHX Text
PC Planks
AutoCAD SHX Text
203x203x46UC +225x10 Plate
AutoCAD SHX Text
90x90x8 SHS
AutoCAD SHX Text
Date
AutoCAD SHX Text
Rev
AutoCAD SHX Text
Comments
AutoCAD SHX Text
Drn
AutoCAD SHX Text
Chkd
AutoCAD SHX Text
Scale:
AutoCAD SHX Text
Date:
AutoCAD SHX Text
Drawing No:
AutoCAD SHX Text
Revision:
AutoCAD SHX Text
Checked:
AutoCAD SHX Text
Drawn by:
AutoCAD SHX Text
Title
AutoCAD SHX Text
Project
AutoCAD SHX Text
Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
AutoCAD SHX Text
Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
AutoCAD SHX Text
Setting out of steelwork to CHBC details.
AutoCAD SHX Text
T1
AutoCAD SHX Text
FK
AutoCAD SHX Text
Tender Issue
AutoCAD SHX Text
1.ALL STRUCTURAL STEELWORK IS TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH NSSS. ALL STRUCTURAL STEELWORK IS TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH NSSS. 2.THE STEELWORK SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ALL NECESSARY SITE THE STEELWORK SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ALL NECESSARY SITE MEASUREMENTS PRIOR TO FABRICATION TO ENSURE THE CORRECT FIT OF THE NEW WORKS ON SITE. 3.ALL STEELWORK TO BE GRADE S355JR FOR HOLLOW SECTIONS AND S275JOH FOR SECTIONS OTHER THAN ALL STEELWORK TO BE GRADE S355JR FOR HOLLOW SECTIONS AND S275JOH FOR SECTIONS OTHER THAN HOLLOW SECTIONS UNLESS NOTED OTHEFidel K.ISE. 4.END CONNECTIONS TO BE DESIGNED BY THE STEELWORK CONTRACTOR TO MEET THE REQUIREMENTS OF END CONNECTIONS TO BE DESIGNED BY THE STEELWORK CONTRACTOR TO MEET THE REQUIREMENTS OF BS5950. COPIES OF THE CALCULATIONS ARE TO BE SUBMITTED TO Fidel K.P FOR EXAMINATION. 5.THE CONTRACTOR IS TO COMPLETE THE DESIGN AND DETAILING OF STEELWORK CONNECTIONS IN THE CONTRACTOR IS TO COMPLETE THE DESIGN AND DETAILING OF STEELWORK CONNECTIONS IN ACCORDANCE WITH SPECIFICATION USING THE DESIGN LOADS AND MOMENTS INDICATED IN THESE DRAWINGS. ALL MOMENT LOADS ARE TO BE TREATED AS REVERSIBLE UNLESS NOTED OTHEFidel K.ISE. ALL BEAM END REACTIONS SHOWN ARE BASED ON ULS 6.ALL BOLTED CONNECTIONS TO HAVE A MINIMUM OF TWO BOLTS WITH WASHERS PLACED UNDER BOTH HEAD ALL BOLTED CONNECTIONS TO HAVE A MINIMUM OF TWO BOLTS WITH WASHERS PLACED UNDER BOTH HEAD AND NUT U.N.O.. ALL BOLTS TO BE GRADE 8.8 TO BS 3692 AND MINIMUM BOLT SIZE TO BE M16 UNLESS NOTED OTHEFidel K.ISE. 7.THE CONTRACTOR IS TO ENSURE THE USE OF NEOPRENE WASHERS OR SIMILAR SEPARATION MEDIUMS TO THE CONTRACTOR IS TO ENSURE THE USE OF NEOPRENE WASHERS OR SIMILAR SEPARATION MEDIUMS TO PREVENT BI-METALIC REACTIONS. 8.THE HOLDING DOWN BOLTS SHALL BE SUPPLIED BY THE STEELWORK SUB-CONTRACTOR AND FIXED BY THE THE HOLDING DOWN BOLTS SHALL BE SUPPLIED BY THE STEELWORK SUB-CONTRACTOR AND FIXED BY THE GENERAL CONTRACTOR. THE HOLDING DOWN BOLTS SHALL BE SET OUT IN ACCORDANCE WITH THE STEELWORK SUB-CONTRACTORS SETTING OUT DETAILS. DRILLED IN BOLTS SHALL NOT BE USED 9.ALL CONNECTION PLATES TO BE A MINIMUM OF 10mm THICK TO STEELWORK CONTRACTORS DESIGN IN ALL CONNECTION PLATES TO BE A MINIMUM OF 10mm THICK TO STEELWORK CONTRACTORS DESIGN IN ACCORDANCE WITH BS 5950 10.GROUTING OF STANCHION BASES IS TO BE CARRIED OUT IN ACCORDANCE WITH NSSS USING WEBER-SBD GROUTING OF STANCHION BASES IS TO BE CARRIED OUT IN ACCORDANCE WITH NSSS USING WEBER-SBD FIVE STAR NON-SHRINK CEMENTITUOUS GROUT, OR SIMILAR APPROVED. 11.ALL WELDS ARE TO BE A MINIMUM 6mm FULL PROFILE CONTINUOUS FILLET WELD IN ACCORDANCE WITH BS ALL WELDS ARE TO BE A MINIMUM 6mm FULL PROFILE CONTINUOUS FILLET WELD IN ACCORDANCE WITH BS 5135 UNLESS NOTED OTHEFidel K.ISE. WHERE A WELD IS CALLED UP AS FULL STRENGTH BUTT WELD (FSBW) IT IS ASSUMED THAT IT WILL BE FULL PENETRATION. 12.SITE WELDING WILL NOT BE ACCEPTABLE. SITE WELDING WILL NOT BE ACCEPTABLE. 13.ALL FABRICATION DRAWINGS ISSUED FOR APPROVAL WILL BE COMMENTED ON WITHIN 10 WORKING DAYS. ANY ALL FABRICATION DRAWINGS ISSUED FOR APPROVAL WILL BE COMMENTED ON WITHIN 10 WORKING DAYS. ANY ITEMS FABRICATED PRIOR TO APPROVAL SHALL BE AT THE CONTRACTORS RISK. 14.FIRE PROTECTION OF STEELWORK IS TO BE TO ARCHITECT'S DETAILS. FIRE PROTECTION OF STEELWORK IS TO BE TO ARCHITECT'S DETAILS. 15.THE CONTRACTOR SHALL ALLOW FOR RADIOGRAPHIC TESTING OF 25% OF FPBW's AND 10% FILLET WELDS THE CONTRACTOR SHALL ALLOW FOR RADIOGRAPHIC TESTING OF 25% OF FPBW's AND 10% FILLET WELDS SURFACE TREATMENT 16.'POWDER COAT' FINISHES AS IDENTIFIED ON THE ARCHITECT'S DRAWINGS TO BE SHOP APPLIED IN 'POWDER COAT' FINISHES AS IDENTIFIED ON THE ARCHITECT'S DRAWINGS TO BE SHOP APPLIED IN ACCORDANCE WITH THE ARCHITECT'S SPECIFICATION AND COMPATABILITY WITH FIRE PROTECTION MEASURES. OTHER FINISHING COATS TO BE APPLIED ON SITE, DETAILS AND COLOUR TO BE AGREED WITH THE ARCHITECT. 17.ALL EXTERNAL STEELWORK TO BE GALVANISED FOR 60 YEAR DESIGN LIFE. ALL EXTERNAL STEELWORK TO BE GALVANISED FOR 60 YEAR DESIGN LIFE. BRICK/BLOCK STRENGTHS 18.3.5N blocks for inner leaf UNO 3.5N blocks for inner leaf UNO 19.10N (min.) bricks for outer leaf UNO 10N (min.) bricks for outer leaf UNO KEY
AutoCAD SHX Text
Denotes span of timber floor joists
AutoCAD SHX Text
RISK SCHEDULE
AutoCAD SHX Text
ITEM DESCRIPTION OF RISK & ACTION
AutoCAD SHX Text
Steel beams and columns (up to 250kg) to be craned into position, provide lifting eyes for safe lifting.
AutoCAD SHX Text
External elevation masonry walls designed for permanent case with restraint at head plus wind posts where required. During construction both skins of the cavity wall to be constructed evenly and temporary propping to be provided as per Contractor's design.
AutoCAD SHX Text
Internal lightweight masonry walls are designed for the permanent case only, therefore are not designed for external wind loads. Internal walls to be constructed once outer skin is complete.
AutoCAD SHX Text
Suspended ground floor is designed for permanent loads of finishes DL=0.5 kN/m2 and Imposed loads LL=1.5 kN/m2. Temporary loads on plain concrete must not exceed these UDL loads.
AutoCAD SHX Text
Denotes span of pre-cast planks
AutoCAD SHX Text
Denotes indicative location of timber trimmers
FIR
ST
F
LO
OR
P
LA
N
BLO
CK
T
P
LO
TS
1
85
, 1
87
&
1
89
BLO
CK
Q
P
LO
TS
20
4, 20
6 &
2
08
MJ
MJ
SE
CO
ND
F
LO
OR
P
LA
N
BLO
CK
T
P
LO
TS
184,186,188 &
190
BLO
CK
Q
P
LO
TS
203,205,207 &
209
Portfolio Drawing
AutoCAD
Superstructure
Block Q
Ground - Second Floor
1:50 FK
AC/F-A104 T1
!
4
3
2
1
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PC Plank
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2 Courses of min. 75N engineering brick
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ENGINEERING BRICK PADSTONE
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Scale 1:10
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440lgx215x100 Concrete Padstones
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440lg 75N Engineering Brick Padstone
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T
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PC Planks
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PC Planks
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203x203x52 UC+350x10 Top Plate
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203x203x71UC +200x100x10 Angles
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440lg 75N Engineering Brick Padstone
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PC Planks
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PC Planks
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PC Planks
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203x203x46UC +225x10 Plate
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90x90x8 SHS
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Timber Flat Roof
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PC Planks
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PC Planks
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PC
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890lg 75N Engineering Brick Padstone
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Wind Post
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203x203x52 UC+200x100x10 Angles
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203x203x71UC +200x100x10 Angles
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PC Planks
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203x203x46UC +225x10 Plate
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90x90x8 SHS
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440lg 75N Engineering Brick Padstone
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PC Planks
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Date
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Rev
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Comments
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Drn
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Chkd
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Scale:
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Date:
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Drawing No:
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Revision:
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Checked:
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Drawn by:
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Title
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Project
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Specific health & safety risks associated with this project are highlighted with the caution symbol adjacent to the item of risk. Please refer to risk schedule contained on each individual drawing.
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Unless highlighted there are no specific health & safety risks associated with this drawing, as a direct result of our design, apart from the common issues associated with construction that will need to be assessed by a competent contractor prior to the undertaking of any works.
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Setting out of steelwork to CHBC details.
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T1
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FK
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Tender Issue
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1.ALL STRUCTURAL STEELWORK IS TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH NSSS. ALL STRUCTURAL STEELWORK IS TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH NSSS. 2.THE STEELWORK SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ALL NECESSARY SITE THE STEELWORK SUB-CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING ALL NECESSARY SITE MEASUREMENTS PRIOR TO FABRICATION TO ENSURE THE CORRECT FIT OF THE NEW WORKS ON SITE. 3.ALL STEELWORK TO BE GRADE S355JR FOR HOLLOW SECTIONS AND S275JOH FOR SECTIONS OTHER THAN ALL STEELWORK TO BE GRADE S355JR FOR HOLLOW SECTIONS AND S275JOH FOR SECTIONS OTHER THAN HOLLOW SECTIONS UNLESS NOTED OTHEFidel K.ISE. 4.END CONNECTIONS TO BE DESIGNED BY THE STEELWORK CONTRACTOR TO MEET THE REQUIREMENTS OF END CONNECTIONS TO BE DESIGNED BY THE STEELWORK CONTRACTOR TO MEET THE REQUIREMENTS OF BS5950. COPIES OF THE CALCULATIONS ARE TO BE SUBMITTED TO Fidel K.P FOR EXAMINATION. 5.THE CONTRACTOR IS TO COMPLETE THE DESIGN AND DETAILING OF STEELWORK CONNECTIONS IN THE CONTRACTOR IS TO COMPLETE THE DESIGN AND DETAILING OF STEELWORK CONNECTIONS IN ACCORDANCE WITH SPECIFICATION USING THE DESIGN LOADS AND MOMENTS INDICATED IN THESE DRAWINGS. ALL MOMENT LOADS ARE TO BE TREATED AS REVERSIBLE UNLESS NOTED OTHEFidel K.ISE. ALL BEAM END REACTIONS SHOWN ARE BASED ON ULS 6.ALL BOLTED CONNECTIONS TO HAVE A MINIMUM OF TWO BOLTS WITH WASHERS PLACED UNDER BOTH HEAD ALL BOLTED CONNECTIONS TO HAVE A MINIMUM OF TWO BOLTS WITH WASHERS PLACED UNDER BOTH HEAD AND NUT U.N.O.. ALL BOLTS TO BE GRADE 8.8 TO BS 3692 AND MINIMUM BOLT SIZE TO BE M16 UNLESS NOTED OTHEFidel K.ISE. 7.THE CONTRACTOR IS TO ENSURE THE USE OF NEOPRENE WASHERS OR SIMILAR SEPARATION MEDIUMS TO THE CONTRACTOR IS TO ENSURE THE USE OF NEOPRENE WASHERS OR SIMILAR SEPARATION MEDIUMS TO PREVENT BI-METALIC REACTIONS. 8.THE HOLDING DOWN BOLTS SHALL BE SUPPLIED BY THE STEELWORK SUB-CONTRACTOR AND FIXED BY THE THE HOLDING DOWN BOLTS SHALL BE SUPPLIED BY THE STEELWORK SUB-CONTRACTOR AND FIXED BY THE GENERAL CONTRACTOR. THE HOLDING DOWN BOLTS SHALL BE SET OUT IN ACCORDANCE WITH THE STEELWORK SUB-CONTRACTORS SETTING OUT DETAILS. DRILLED IN BOLTS SHALL NOT BE USED 9.ALL CONNECTION PLATES TO BE A MINIMUM OF 10mm THICK TO STEELWORK CONTRACTORS DESIGN IN ALL CONNECTION PLATES TO BE A MINIMUM OF 10mm THICK TO STEELWORK CONTRACTORS DESIGN IN ACCORDANCE WITH BS 5950 10.GROUTING OF STANCHION BASES IS TO BE CARRIED OUT IN ACCORDANCE WITH NSSS USING WEBER-SBD GROUTING OF STANCHION BASES IS TO BE CARRIED OUT IN ACCORDANCE WITH NSSS USING WEBER-SBD FIVE STAR NON-SHRINK CEMENTITUOUS GROUT, OR SIMILAR APPROVED. 11.ALL WELDS ARE TO BE A MINIMUM 6mm FULL PROFILE CONTINUOUS FILLET WELD IN ACCORDANCE WITH BS ALL WELDS ARE TO BE A MINIMUM 6mm FULL PROFILE CONTINUOUS FILLET WELD IN ACCORDANCE WITH BS 5135 UNLESS NOTED OTHEFidel K.ISE. WHERE A WELD IS CALLED UP AS FULL STRENGTH BUTT WELD (FSBW) IT IS ASSUMED THAT IT WILL BE FULL PENETRATION. 12.SITE WELDING WILL NOT BE ACCEPTABLE. SITE WELDING WILL NOT BE ACCEPTABLE. 13.ALL FABRICATION DRAWINGS ISSUED FOR APPROVAL WILL BE COMMENTED ON WITHIN 10 WORKING DAYS. ANY ALL FABRICATION DRAWINGS ISSUED FOR APPROVAL WILL BE COMMENTED ON WITHIN 10 WORKING DAYS. ANY ITEMS FABRICATED PRIOR TO APPROVAL SHALL BE AT THE CONTRACTORS RISK. 14.FIRE PROTECTION OF STEELWORK IS TO BE TO ARCHITECT'S DETAILS. FIRE PROTECTION OF STEELWORK IS TO BE TO ARCHITECT'S DETAILS. 15.THE CONTRACTOR SHALL ALLOW FOR RADIOGRAPHIC TESTING OF 25% OF FPBW's AND 10% FILLET WELDS THE CONTRACTOR SHALL ALLOW FOR RADIOGRAPHIC TESTING OF 25% OF FPBW's AND 10% FILLET WELDS SURFACE TREATMENT 16.'POWDER COAT' FINISHES AS IDENTIFIED ON THE ARCHITECT'S DRAWINGS TO BE SHOP APPLIED IN 'POWDER COAT' FINISHES AS IDENTIFIED ON THE ARCHITECT'S DRAWINGS TO BE SHOP APPLIED IN ACCORDANCE WITH THE ARCHITECT'S SPECIFICATION AND COMPATABILITY WITH FIRE PROTECTION MEASURES. OTHER FINISHING COATS TO BE APPLIED ON SITE, DETAILS AND COLOUR TO BE AGREED WITH THE ARCHITECT. 17.ALL EXTERNAL STEELWORK TO BE GALVANISED FOR 60 YEAR DESIGN LIFE. ALL EXTERNAL STEELWORK TO BE GALVANISED FOR 60 YEAR DESIGN LIFE. BRICK/BLOCK STRENGTHS 18.3.5N blocks for inner leaf UNO 3.5N blocks for inner leaf UNO 19.10N (min.) bricks for outer leaf UNO 10N (min.) bricks for outer leaf UNO KEY
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Denotes span of timber floor joists
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RISK SCHEDULE
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ITEM DESCRIPTION OF RISK & ACTION
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Steel beams and columns (up to 250kg) to be craned into position, provide lifting eyes for safe lifting.
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External elevation masonry walls designed for permanent case with restraint at head plus wind posts where required. During construction both skins of the cavity wall to be constructed evenly and temporary propping to be provided as per Contractor's design.
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Internal lightweight masonry walls are designed for the permanent case only, therefore are not designed for external wind loads. Internal walls to be constructed once outer skin is complete.
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Suspended ground floor is designed for permanent loads of finishes DL=0.5 kN/m2 and Imposed loads LL=1.5 kN/m2. Temporary loads on plain concrete must not exceed these UDL loads.
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Denotes span of pre-cast planks
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Denotes indicative location of timber trimmers