CPH GROUP...©this drawing is the property of central steelbuild. this drawing & any associated...
Transcript of CPH GROUP...©this drawing is the property of central steelbuild. this drawing & any associated...
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01CPH GroupClient/company.CPH, supply solutions for the digital print industry.
The brief.The owner builder reached out to Central Steel via referral, commissioning us
to design and construct a new office + warehouse to suit the size of the
pre-purchased industrial block. The street presence was extremely important
with emphasis to accommodate the architectural cladding already earmarked.
The various entry/exit points and general flow of traffic on the site was crucial,
whilst placing of canopies and doors required much consideration to comply
with council and fire service requirements.
Our scope + build details.
o Structural steel drawings, engineering certificate and computations
o Structural concrete engineering including raft slab design for office
o 3D structural steel drawings
o Fabricated steel package HDG
o Purlins and girts
o External steel cladding (roof & wall)
o Industrial roller shutters
o 920w Industrial fire egress compliant access doors
o Guttering & above ground rainwater systems
o Roof insulation
o Skylights
o Customised office mezzanine floor
o Parapet walls for office & front of warehouse
o Architectural bulkheads for office
o Structural glazing support beams
o Attached office complex packages including steel & roof
o Lift void support steelwork
o Cantilever canopy
CPH Group + Pro. / Case studies
0140 x 13m (double story)
77.5 x 57.9 x 7.5m (4487m2)
OFFICE +
WAREHOUSE
CORIO, VICTORIA
SPACE COMPLETED
CPH GROUP
December 2019
LOCATED
C A S E S T U D Y
02ven to work
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01
NORTH-WEST ELEVATION
NORTH-EAST ELEVATION
10 112 4 8 12976531 13
CLEA
R
CLEA
R
CLEA
R
CLEAR
ISSUED FOR CONSTRUCTION 1 MEZZ POSTS REMOVED 19/07/2019 AK
0 CONSTRUCTION 23/05/2019 LH
DATE:SIGNED:
L.J.POLINELLI
REGISTRATION NO. EC1068
CPEng
STRUCTURESOLUTIONS
REF 2019099 PAGES 1 - 37 23/05/19Structure Solutions
1:300A3
0935 1S2.02THESE DRAWINGS SHALL BE READ INCONJUNCTION WITH STRUCTURALCOMPUTATIONS SUPPLIED BY
REV DESCRIPTION DATE DRAWN
SIZE SCALE
SHEETJOB REVPROPOSED 77.5m x 57.9m x 7.5m WAREHOUSE & OFFICEFOR CPH GROUP C/OF TRISTAN HORNSEY19-22 SUCCESS WAY, CORIO
PAGE 6 OF 10
STRUCTURAL ELEVATIONS
THIS DRAWING IS THE PROPERTY OF CENTRAL STEELBUILD. THIS DRAWING & ANY ASSOCIATED DRAWINGS AND/OR COMPUTATIONS MUST NOT BE MANUFACTURED FROM, COPIED OR TRANSMITTED TO A THIRD PARTY WITHOUT WRITTEN PERMISSION FROM CENTRAL STEELBUILD.©
C2
P2
MET-MSC15019 GIRT@ 1375 CTRSD-S 1 ROW BRIDGING
BR1
7120
MET-C10015 GIRT@ 1100 CTRSTYP
3.5 DEG. PITCH
76897690
FASCIA TRUSS2050 DEEP (FULLY WELDED)ALL MEMBERS C150*70*1.2
ET1
7690
BR1
C1
5 DEG. PITCH
R2
R1
P1
C2 B1
2410
ET1
TOPSPAN40_055WALL BATTEN@ 1200 MAX CTRS
C2
P2
P1
P1
P1
C2
P1
L1
C2C2C2 C2 C2 C2 C2
BR1BR1 BR1BR1
7690
ET1
1760
7500
76895
9260
5218
70024902650769076897690769076907690
3544
7031
50
Challenges + SolutionsClose collaboration with a fire engineer was essential due to the
size of the building (vol m3). Some economical fire wall framing
was added to meet requirements.
A lift supplier was consulted to ensured a seamless steel package
was included in the office mezzanine floor frame, to accommodate
a future lift installation.
The colour scheme needed careful thought, a splash of modern
hues of vertical/horizontal wall cladding became a feature.
The office required well concealed internal box gutters/rainheads.
Plus 6, 900mm dia rota roof vents were included to comply with
airflow requirements.
Project Overview
INDUSTRY
Commercial
PROJECT VALUE RANGE
$1 - $1.1M
PROJECT BUILD TIME
13 weeks
COMPLETION DATE
December 2019
OWNER BUILDER
Tristan Hornsey
BUILDING DESIGNERS
KVA Design
CONSULTING GEOLOGISTS
Provincial Geothechnical
OTHER CONSULTANTS
Fire engineerLift supplier
”
Client TestimonialThere were three core reasons we decided to partner with CSB
on this job - 1. Trust, 2. Quote within 24 hours (that was very
impressive if they can do that) 3. Good pricing.
I wanted them to look after the job being a business owner not a
builder as such.
The partnership was really great. We were not the easiest customer
being a first time owner builder, there was a bit of learning on my
side and they helped me through that experience particularly
assisting me with other sub-trades and contacts needed.
The best thing CSB did was take our vision/design, and value
engineer it to work. They made it very easy for us and the sub-trades
to work out the ‘meccano’ together. The facade and windows all
came together seamlessly, amazing how fast the structure went up!
Central was a pleasure to work with, all points of contact were so
helpful. I’d absolutely would build with them again.”
Tristan Hornsey, Owner Builder
GENERAL STRUCTURAL NOTES
THE DIMENSIONS AND LEVELS SHALL BE OBTAINED FROM THE ARCHITECTURALDRAWINGS AND SHALL BE VERIFIED ON SITE PRIOR TO COMMENCEMENT OFWORKS OR FABRICATION.
COMPACTED FILL
IMPORTED / LOCAL FILL SHOULD BE PLACED ONTO A COMPETENT BASE INMAXIMUM 200mm LIFTS WITH EACH LIFT BEING COMPACTED TO AT LEAST 98%STANDARD COMPACTION DENSITY.
FOOTING BOLTS
ALL FOOTING BOLTS TO HAVE MINIMUM THREAD PROTRUSION OF 3 THREADS.FOOTING BOLTS HAVE MINIMUM 500 EMBEDMENT ON MAIN COLUMNS, 250EMBEDMENT ON ALL OTHER FOOTING
FOOTINGS
CONCRETECHARACTERISTIC STRENGTH GRADE OF ALL CONCRETE SHALL BE NOT LESS THANN25 GRADE. CONCRETE SHALL BE HANDLED AND PLACED IN ACCORDANCE WITHSECTION 19 OF AS3600.CONCRETE SLUMP SHALL BE BETWEEN 60mm AND 80mm. PUMPED CONCRETESLUMP MAY INCREASE TO 100mm. AGGREGATE SHALL BE DENSE AGGREGATE TOAS2758 (UNLESS OTHERWISE INDICATED) FROM AN APPROVED SOURCE. THEMAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 20 mm.SPECIFIED COVER SHALL BE MAINTAINED BY THE USE OF APPROVED CHAIRS AT1000mm MAX CTS.CONCRETE TO HAVE A MINIMUM SHRINKAGE OF 700 MICROSTRAIN AT 56 DAYS
WELDING AND BOLTINGWELDING SHALL BE PERFORMED BY AN EXPERIENCED OPERATOR INACCORDANCE WITH AS 1554. UNLESS OTHERWISE SHOWN:-ALL WELDS SHALL BE 6 MM CONTINUOUS FILLET UNLESS NOTED OTHERWISEALL BUTT WELDS SHALL BE QUALIFIED PARTIAL PENETRATION BUTT WELDSABUTTING EDGES OF BOXED MEMBERS SHALL BE CONNECTED AND SEALED WITHA CONTINUOUS WELD AS NOTED IN DRAWING DETAILS.ALL BOLTS SHALL BE COMMERCIAL GRADE TO AS1111 OR HIGH TENSILE TO AS1252, USED IN CONFORMITY WITH AS 4100.COMMERCIAL GRADE BOLTS ARE DENOTED THUS:....M20 4.6/SHIGH TENSILE BOLTS SNUG TIGHT:..................................M20 8.8/S
CLADDING
PROTECTIVE COATINGALL STRUCTURAL STEELWORK (UB/UC/PFC/EA/UA/SHS/RHS/CHS/PLATES)SHALL BE HOT DIP GALVANIZED
PURLINS
STRUCTURAL STEEL
ALL STRUCTURAL STEEL SHALL BE:GRADE 250 FOR HOT ROLLED PLATES, FLATS, ANGLES 100 X 100 EA OR 125 X 75 UAAND SMALLERGRADE 300PLUS FOR UB, UC, PFC AND LARGER ANGLESGRADE 300 FOR WB, WCGRADE 350 FOR SHS AS1163, AS 1594, AS3678 AND AS3679 UNLESS OTHERWISENOTED ON THE DRAWINGS.ALL BOLTS SHALL BE OF SUCH A LENGTH THAT AT LEAST ONE FULL THREAD ISEXPOSED BEYOND THE NUT AFTER THE NUT HAS BEEN TIGHTENED. MINIMUM ONEWASHER SHALL BE USED UNDER THE NUT IN ALL SITUATIONS.ALL STEELWORK BELOW GROUND TO BE ENCASED BY 75MM CONCRETE 75mmTHICK ALL ROUND
WIRE ROPE BRACING
WIRE ROPE BRACE TO BE IN ACCORDANCE WITH AS2759-2004 - OPERATION ANDMAINTENANCE. 3 GRIPS PER ENDWIRE ROPE TO BE RE-TENSIONED AT COMPLETION OF CONSTRUCTION.
ALL FOOTINGS TO BE FOUNDED AT SPECIFIED DEPTH, AND MINIMUM 0mm INTONATURAL GROUND WITH A MIN. SAFE BEARING CAPACITY 0kPa
0 ROOF CLADDING INSTALLED TO AS1562(1992)
PURLINS TO BE GALVANISED HIGH STRENGTH STEEL STRIP COMPLYING WITH
MINIMUM COATING MASS)PURLINS TO COMPLY WITH AS4600 (2005) AND MANUFACTURERS INSTALLATIONRECOMMENDATIONS
AS1397. MINIMUM STRESS YIELD OF 450MPa. ZINC COATING OF 0 (350 g/m2
ROOF FIX 10-16x16 TEKS SCREWS0 WALL CLADDING INSTALLED TO AS1562(1992)ROOF FIX 12-14x51 TEKS SCREWS
ISSUED FOR CONSTRUCTION 1 MEZZ POSTS REMOVED 19/07/2019 AK
0 CONSTRUCTION 23/05/2019 LH
DATE:SIGNED:
L.J.POLINELLI
REGISTRATION NO. EC1068
CPEng
STRUCTURESOLUTIONS
REF 2019099 PAGES 1 - 37 23/05/19Structure Solutions
1:1A3
0935 1S0.01THESE DRAWINGS SHALL BE READ INCONJUNCTION WITH STRUCTURALCOMPUTATIONS SUPPLIED BY
REV DESCRIPTION DATE DRAWN
SIZE SCALE
SHEETJOB REVPROPOSED 77.5m x 57.9m x 7.5m WAREHOUSE & OFFICEFOR CPH GROUP C/OF TRISTAN HORNSEY19-22 SUCCESS WAY, CORIO
PAGE 1 OF 10
GENERAL NOTES
BUILDING IMPORTANCE LEVELDESIGN PARAMETERS
TERRAIN CATEGORYWIND REGION
THIS DRAWING IS THE PROPERTY OF CENTRAL STEELBUILD. THIS DRAWING & ANY ASSOCIATED DRAWINGS AND/OR COMPUTATIONS MUST NOT BE MANUFACTURED FROM, COPIED OR TRANSMITTED TO A THIRD PARTY WITHOUT WRITTEN PERMISSION FROM CENTRAL STEELBUILD.©
ROOF LIFT
REFER DRAWINGS TO SHOW RECOMMENDED LIFTING POINTS.IF ROOF CRANE LIFT IS NOTED AS CENTRE LIFT, MAKE SURE CHAINS ARE SLUNGEVENLY AROUND (DIAGONALLY) BOTH APEX PLATES FOR EVEN LIFT.LIFT NEEDS TO BE UNDERTAKEN WITH EVEN WEIGHT DISTRIBUTION BETWEENLIFTING POINTS.RIGGERS ON SITE SHALL TAKE FULL RESPONSIBILITY FOR ROOF LIFT.IF ANY QUESTION ABOUT LIFTING POINTS OR HOW TO SLING CHAINS PLEASECONTACT ENGINEER
FOOTING BOLTS
GENERAL STRUCTURAL NOTES
WORKS OR FABRICATION.DRAWINGS AND SHALL BE VERIFIED ON SITE PRIOR TO COMMENCEMENT OFTHE DIMENSIONS AND LEVELS SHALL BE OBTAINED FROM THE ARCHITECTURAL
STANDARD COMPACTION DENSITY.MAXIMUM 200mm LIFTS WITH EACH LIFT BEING COMPACTED TO AT LEAST 98%IMPORTED / LOCAL FILL SHOULD BE PLACED ONTO A COMPETENT BASE IN
COMPACTED FILL
EMBEDMENT ON ALL OTHER FOOTINGFOOTING BOLTS HAVE MINIMUM 500 EMBEDMENT ON MAIN COLUMNS, 250ALL FOOTING BOLTS TO HAVE MINIMUM THREAD PROTRUSION OF 3 THREADS.
NATURAL GROUND WITH A MIN. SAFE BEARING CAPACITY 100kPaALL FOOTINGS TO BE FOUNDED AT SPECIFIED DEPTH, AND MINIMUM 100mm INTO
FOOTINGS
CONCRETE
CONCRETE TO HAVE A MINIMUM SHRINKAGE OF 700 MICROSTRAIN AT 56 DAYS1000mm MAX CTS.SPECIFIED COVER SHALL BE MAINTAINED BY THE USE OF APPROVED CHAIRS AT MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 20 mm.AS2758 (UNLESS OTHERWISE INDICATED) FROM AN APPROVED SOURCE. THESLUMP MAY INCREASE TO 100mm. AGGREGATE SHALL BE DENSE AGGREGATE TOCONCRETE SLUMP SHALL BE BETWEEN 60mm AND 80mm. PUMPED CONCRETESECTION 19 OF AS3600.N25 GRADE. CONCRETE SHALL BE HANDLED AND PLACED IN ACCORDANCE WITHCHARACTERISTIC STRENGTH GRADE OF ALL CONCRETE SHALL BE NOT LESS THAN
HIGH TENSILE BOLTS SNUG TIGHT:..................................M20 8.8/SCOMMERCIAL GRADE BOLTS ARE DENOTED THUS:....M20 4.6/S1252, USED IN CONFORMITY WITH AS 4100.ALL BOLTS SHALL BE COMMERCIAL GRADE TO AS1111 OR HIGH TENSILE TO ASA CONTINUOUS WELD AS NOTED IN DRAWING DETAILS.ABUTTING EDGES OF BOXED MEMBERS SHALL BE CONNECTED AND SEALED WITHALL BUTT WELDS SHALL BE QUALIFIED PARTIAL PENETRATION BUTT WELDSALL WELDS SHALL BE 6MM CONTINUOUS FILLET UNLESS NOTED OTHERWISEACCORDANCE WITH AS 1554. UNLESS OTHERWISE SHOWN:-WELDING SHALL BE PERFORMED BY AN EXPERIENCED OPERATOR IN
WELDING AND BOLTING
ROOF SHEETING
ROOF FIX 12-14x55 TEKS SCREWS0.47 TCT 5-RIB, ROOF SHEETING INSTALLED TO AS1562(1992)
ALL UNIVERSAL BEAMS SHALL BE HOT DIP GALVANIZED
PROTECTIVE COATING
PURLINS
RECOMMENDATIONSPURLINS TO COMPLY WITH AS4600 (2005) AND MANUFACTURERS INSTALLATIONMINIMUM COATING MASS)AS1397. MINIMUM STRESS YIELD OF 450MPa. ZINC COATING OF Z350 (350 g/m2PURLINS TO BE GALVANISED HIGH STRENGTH STEEL STRIP COMPLYING WITH
THICK ALL ROUNDALL STEELWORK BELOW GROUND TO BE ENCASED BY 75MM CONCRETE 75mmWASHER SHALL BE USED UNDER THE NUT IN ALL SITUATIONS.EXPOSED BEYOND THE NUT AFTER THE NUT HAS BEEN TIGHTENED. MINIMUM ONEALL BOLTS SHALL BE OF SUCH A LENGTH THAT AT LEAST ONE FULL THREAD ISNOTED ON THE DRAWINGS.GRADE 350 FOR SHS AS1163, AS 1594, AS3678 AND AS3679 UNLESS OTHERWISEGRADE 300 FOR WB, WCGRADE 300PLUS FOR UB, UC, PFC AND LARGER ANGLESAND SMALLERGRADE 250 FOR HOT ROLLED PLATES, FLATS, ANGLES 100 X 100 EA OR 125 X 75 UAALL STRUCTURAL STEEL SHALL BE:
STRUCTURAL STEEL
ROOF LIFT
CONTACT ENGINEERIF ANY QUESTION ABOUT LIFTING POINTS OR HOW TO SLING CHAINS PLEASERIGGERS ON SITE SHALL TAKE FULL RESPONSIBILITY FOR ROOF LIFT.LIFTING POINTS.LIFT NEEDS TO BE UNDERTAKEN WITH EVEN WEIGHT DISTRIBUTION BETWEENEVENLY AROUND (DIAGONALLY) BOTH APEX PLATES FOR EVEN LIFT.IF ROOF CRANE LIFT IS NOTED AS CENTRE LIFT, MAKE SURE CHAINS ARE SLUNGREFER DRAWINGS TO SHOW RECOMMENDED LIFTING POINTS.
WIRE ROPE TO BE RE-TENSIONED AT COMPLETION OF CONSTRUCTION.MAINTENANCE. 3 GRIPS PER ENDWIRE ROPE BRACE TO BE IN ACCORDANCE WITH AS2759-2004 - OPERATION AND
WIRE ROPE BRACING
C A S E S T U D Y
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Gallery / CPH Group
01
C A S E S T U D Y
CPH Group + Pro. / Case studies 06ven to work