Tender Drawings A3 - etenders.gov.za. CIA 107-2017...diagram 1: site access plan 1:2000 notes...
Transcript of Tender Drawings A3 - etenders.gov.za. CIA 107-2017...diagram 1: site access plan 1:2000 notes...
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PROJECT MANAGERS TENDER DRAWINGS
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PROPOSED CROSSING
STO
P
STO
P
STOP STOP STOP STOP STOP STOP STOP STOP STOP STOP
STOPSTOP STOP STOP STOP STOP STOP
STOP
STOP
LOC
X
APRON
CTBT2
MSP 1
DIAGRAM 1: SITE ACCESS PLAN1:2000
NOTES
WORKSTAGE 3
client
architect
workstage
project name
drawing name
date
project no.
scale drawn drwg no.checked revision
CAPE TOWN INTERNATIONAL AIRPORTINTERNATIONAL DEPARTURES TERMINALNEW CENTRAL LOUNGE
DIAGRAM 1: SITE ACCESS PLANLE RSS
0616
9-00 02016.10.17 1:2000 @ A3
CONTRACTORS MUST VERIFY ALL LEVELS AND DIMENSIONS ON SITEBEFORE COMMENCING WORK OR MAKING ANY SHOP DRAWINGS. USEWRITTEN DIMENSIONS IN PREFERENCE TO SCALED DIMENSIONS.THIS DRAWING TO BE READ IN CONJUNCTION WITH ANY RELEVANTCONSULTANTS DRAWINGS. ANY DISCREPANCIES AND OR ERRORS TOBE REPORTED TO ARCHITECT.
REV NO. DATE DRAWN DESCRIPTION
0 21.10.2016 LE FOR INFORMATION
2nd FLOORRETAIL TENANCY
3rdNEW CENTRAL LOUNGE
GROUND FLOORCONTRACTORSCAMP
VEHICULAR ACCESS
VEHICLESECURITYPOINT
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PROPOSED CROSSING
SITE HOARDING LINE
CRANE
WA
LKW
AY
OV
ER
RO
OF
STAIRSTOROOF
SITE DELIVERY
R37000
barb
ed w
ire a
long
roof
hoa
rdin
g lin
e
barb
ed w
ire a
long
roof
hoa
rdin
g lin
e
site hoarding 1.5m offof terminal building toallow for escape route
site hoarding 1.5moff of terminalbuilding to allowfor building access
DIAGRAM 2: CONTRACTORS SITE PLAN1:250
NOTES
WORKSTAGE 3
client
architect
workstage
project name
drawing name
date
project no.
scale drawn drwg no.checked revision
CAPE TOWN INTERNATIONAL AIRPORTINTERNATIONAL DEPARTURES TERMINALNEW CENTRAL LOUNGE
DIAGRAM 2: CONTRACTORS SITE PLANLE RSS
0616
9-01 12016.10.18 1:250 @ A3
CONTRACTORS MUST VERIFY ALL LEVELS AND DIMENSIONS ON SITEBEFORE COMMENCING WORK OR MAKING ANY SHOP DRAWINGS. USEWRITTEN DIMENSIONS IN PREFERENCE TO SCALED DIMENSIONS.THIS DRAWING TO BE READ IN CONJUNCTION WITH ANY RELEVANTCONSULTANTS DRAWINGS. ANY DISCREPANCIES AND OR ERRORS TOBE REPORTED TO ARCHITECT.
REV NO. DATE DRAWN DESCRIPTION
0 21.10.2016 LE FOR INFORMATION
CONTRACTORS SITEINCL.HOARDINGROOF WALKWAYCRANE
CIRCULATION
2nd FLOORF & B TENANCY
3rdNEW CENTRAL LOUNGE
1 03.07.2017 LE GENERAL UPDATE
EXISTING TERMINALESCAPE & ACCESS ROUTES
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55 280
TOP OF CONC.
R/S
PASSPORTCONTROL
DESK
SECOND FLOORT.O.C: 52,070
MEZZANINET.O.C: 55,870
GROUND FLOORT.O.C: 44,265
FIRST FLOORT.O.C: 47,870
DH G FJKLMN E C B A
CONTRACTORSSITE
CRANE
Hoarding:Drywall construction 2000mm off ofLounge envelope through to u/s trussabove: 6600mm AFFL, all to Structuralengineer's details. Melamine panelling2700mm AFFL to International side.
crash deck structure overpassport control
gantry overescalators
2900
554
0
min
2100
1555
2500
APPROXIMATE OPENINGOF HIGH LEVEL WINDOWTO BE REMOVED
TEMPORARY STAIR LANDING TOBRIDGE EXISTING SERVICE PASSAGE
AND ASSOCIATED SERVICES
EX
ISTI
NG
SE
RV
ICE
PA
SS
AG
E
PROTECTIVEWALKWAY OVER
LOW LEVEL ROOF
crash deck structure over gantry over
EXISTING SKYLIGHTTO BE ADEQUATELY
PROTECTED
SITE ACCESS SECTION1:200
NOTES
WORKSTAGE 3
client
architect
workstage
project name
drawing name
date
project no.
scale drawn drwg no.checked revision
INTERNATIONAL DEPARTURES TERMINALNEW CENTRAL LOUNGE
DIAGRAM 3: SITE ACCESS SECTIONLE RSS
0616
9-04 12016.07.21 as indicated@ A3
CONTRACTORS MUST VERIFY ALL LEVELS AND DIMENSIONS ON SITE BEFORE COMMENCING WORKOR MAKING ANY SHOP DRAWINGS. USE WRITTEN DIMENSIONS IN PREFERENCE TO SCALEDDIMENSIONS. THIS DRAWING TO BE READ IN CONJUNCTION WITH ANY RELEVANT CONSULTANTSDRAWINGS. ANY DISCREPANCIES AND OR ERRORS TO BE REPORTED TO ARCHITECT.
REV NO. DATE DRAWN DESCRIPTION
0 21.11.2016 LE FOR INFORMATION
TEMPORARY ACCESS TO SECOND FLOOR1:100
1 14.07.2017 LE GENERAL UPDATE
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4848 4647 45 4344 42 41 40
N
M
K
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H
G
F
D
E
C
N
M
K
L
J
H
G
F
D
E
C
B
A
55 5354 505052 51 4949 4848 4647 45 4344 42 41 40 39 38 3637 35 3334 32 31 2930 28 2627 25 2324 22 21 20
Hoarding:Drywall construction to Structural engineer's
details to u/s of truss above:6600mm AFFL, set 2000mm off of shopfront.
Melamine paneling 2700mm AFFL tohoarding on Concourse face.
2hr fire rated drywall hoarding &Door: access for ACSA services- Key to be managed by AVSEC
existing feeder route hoarding &contractors work platform for sidecladding to lounge above to be decidedon site
2hr fire rated drywall hoardingconstruction to u/s of existingceiling 3000mm AFFL all toStructural engineer's details.
site
acc
ess
via
roof
wal
kway
abov
e as
per
dw
g: 9
-01
CELLINI
crash deck ceiling overbathroom access passage
*temporary signage: bathroom access
crash deck ceiling over full extentof existing feeder route passage
*temporary signage: emergency exit
D01SF
D05SF
D03SF
D04SF
D02SF
D06SF
D07SF
RS03SF
RS02SF
RS04SF
RS05SF
RS06SF
RS01SF
EXISTING WIRE CENTREShoarding & waterproofed
during construction
EXISTINGPLANT ROOM
only for accessby ACSA
EXISTINGPLANT ROOM
only for accessby ACSA
cont
ract
ors
emer
genc
yes
cape
rout
e an
d / o
ral
tern
ativ
e si
te a
cces
s ro
ute
EXISTINGTOILETS
EXISTING BRITISHAIRWAYS LOUNGE
INTERNATIONAL DEPARTURES CONCOURSE
no acce
ss
NOTES
WORKSTAGE 4.2
client
architect
workstage
project name
drawing name
date
project no.
scale drawn drwg no.checked revision
CAPE TOWN INTERNATIONAL AIRPORTINTERNATIONAL DEPARTURES TERMINALNEW CENTRAL LOUNGE
DIAGRAM 4: SECOND FLOOR HOARDING PLANLE RSS
0616
9-03 22016.10.18 1:200 @ A3
CONTRACTORS MUST VERIFY ALL LEVELS AND DIMENSIONS ON SITEBEFORE COMMENCING WORK OR MAKING ANY SHOP DRAWINGS. USEWRITTEN DIMENSIONS IN PREFERENCE TO SCALED DIMENSIONS.THIS DRAWING TO BE READ IN CONJUNCTION WITH ANY RELEVANTCONSULTANTS DRAWINGS. ANY DISCREPANCIES AND OR ERRORS TOBE REPORTED TO ARCHITECT.
REV NO. DATE DRAWN DESCRIPTION
0 21.10.2016 LE FOR INFORMATION
KEY PLAN1:2000
1 23.06.2017 LE GENERAL UPDATE
DIAGRAM 4: SECOND FLOOR PLAN1:200
2 28.06.2017 LE GENERAL UPDATE
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505051 4949 4848 4647 45 4344
K
L
J
H
G
F
D
E
C
B
A
N
M
K
L
J
H
G
F
D
E
C
B
A
55 5354 505052 51 4949 4848 4647 45 4344 42 41 40 39 38 3637 35 3334 32 31 2930 28 2627 25 2324 22 21 20
4755
existing perforated steel ceilingto be removed for construction
TEMPORARY SIGNAGEDIRECTING FOREIGNPASSPORT HOLDERS
TEMPORARY SIGNAGEDIRECTING SOUTH AFRICAN
PASSPORT HOLDERS
hoarding to u/s ofperforated ceiling above
2900mm CLEARTO U/S OF CRASH
DECK ABOVE
new RC pad &column to be cast
1000 31008490
5400
9260
6000mm CLEARTO U/S OF CRASH
DECK ABOVE
cras
h de
ck s
uppo
rt s
truc
ture
DIAGRAM 5: GROUND FLOOR HOARDING PLAN1:200
NOTES
WORKSTAGE 3
client
architect
workstage
project name
drawing name
date
project no.
scale drawn drwg no.checked revision
CAPE TOWN INTERNATIONAL AIRPORTINTERNATIONAL DEPARTURES TERMINALNEW CENTRAL LOUNGE
DIAGRAM 5: GROUND FLOOR HOARDING PLANLE RSS
0616
9-02 22016.10.18 1:200 @ A3
CONTRACTORS MUST VERIFY ALL LEVELS AND DIMENSIONS ON SITEBEFORE COMMENCING WORK OR MAKING ANY SHOP DRAWINGS. USEWRITTEN DIMENSIONS IN PREFERENCE TO SCALED DIMENSIONS.THIS DRAWING TO BE READ IN CONJUNCTION WITH ANY RELEVANTCONSULTANTS DRAWINGS. ANY DISCREPANCIES AND OR ERRORS TOBE REPORTED TO ARCHITECT.
REV NO. DATE DRAWN DESCRIPTION
0 21.10.2016 LE FOR INFORMATION
KEY PLAN1:2000
1 03.07.2017 LE GENERAL UPDATE
2 14.07.2017 LE GENERAL UPDATE
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N
M
K
L
J
H
G
F
D
E
C
B
A
contractor personnel route to ground floor site
materials delivery onlythrough existing trolley
tunnel to ground floor site
guard on duty forconstruction
materials screening
BAGGAGECLAIMHALL
PASSPORTCONTROL
HALL
INTERNATIONALARRIVALS
HALL
contractor personnel airsideaccess through existingreverse screening area
505051 4949 4848 4647 45 4344 42 41 40 39 38 3637 35 3334 32 31 2930 28 2627 25 2324 22 21 1920
site withfull heighthoarding
contractorssite as perdwg: 9-01
contractors emergencyescape route and / oralternative site access route
contractor personnelaccess route via Central
Terminal Building
site hoarding 1.5m offof terminal building toallow for escape route
guard on duty1st floor
site hoarding 1.5m offof terminal building toallow for buildingaccess
crash deckzone above
crash deckzone above
GROUND FLOOR CONTRACTOR PERSONNEL & MATERIALS SITE ACCESS1:500
NOTES
WORKSTAGE 4.2
client
architect
workstage
project name
drawing name
date
project no.
scale drawn drwg no.checked revision
CAPE TOWN INTERNATIONAL AIRPORTINTERNATIONAL DEPARTURES TERMINALNEW CENTRAL LOUNGE
LE RSS
0616
9-05 22016.06.28 1:500 @ A3
CONTRACTORS MUST VERIFY ALL LEVELS AND DIMENSIONS ON SITEBEFORE COMMENCING WORK OR MAKING ANY SHOP DRAWINGS. USEWRITTEN DIMENSIONS IN PREFERENCE TO SCALED DIMENSIONS.THIS DRAWING TO BE READ IN CONJUNCTION WITH ANY RELEVANTCONSULTANTS DRAWINGS. ANY DISCREPANCIES AND OR ERRORS TOBE REPORTED TO ARCHITECT.
REV NO. DATE DRAWN DESCRIPTION
0 28.06.2017 LE FOR INFORMATION
DIAGRAM 6: GROUND FLOOR SITE ACCESS
1 03.07.2017 LE GENERAL UPDATE
2 14.07.2017 LE GENERAL UPDATE
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N
M
K
L
J
H
G
F
D
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C
B
A
5050 4949 4848 4647 45 4344 42 41 40 39 38 3637 35 3334 32 31 2930 28 2627 25 2324 22 21 1920
2hr fire rated passagecontractorsemergencyescape route
escaperoute
escaperoute
escaperoute
escaperoute
escaperoute
2hr fire rated passage
escaperoute existing feeder route
to remain activebathroomaccess only
feederroute
SECOND FLOOR ESCAPE PLAN1:500
NOTES
WORKSTAGE 4.2
client
architect
workstage
project name
drawing name
date
project no.
scale drawn drwg no.checked revision
CAPE TOWN INTERNATIONAL AIRPORTINTERNATIONAL DEPARTURES TERMINALNEW CENTRAL LOUNGE
LE RSS
0616
9-10 12016.06.28 1:500 @ A3
CONTRACTORS MUST VERIFY ALL LEVELS AND DIMENSIONS ON SITEBEFORE COMMENCING WORK OR MAKING ANY SHOP DRAWINGS. USEWRITTEN DIMENSIONS IN PREFERENCE TO SCALED DIMENSIONS.THIS DRAWING TO BE READ IN CONJUNCTION WITH ANY RELEVANTCONSULTANTS DRAWINGS. ANY DISCREPANCIES AND OR ERRORS TOBE REPORTED TO ARCHITECT.
REV NO. DATE DRAWN DESCRIPTION
0 28.06.2017 LE FOR INFORMATION
DIAGRAM 7: SECOND FLOOR ESCAPE PLAN
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4848 4647 45 4344 42 41 40
N
M
K
L
J
H
G
F
D
E
C
N
M
K
L
J
H
G
F
D
E
C
B
A
55 5354 505052 51 4949 4848 4647 45 4344 42 41 40 39 38 3637 35 3334 32 31 2930 28 2627 25 2324 22 21 20
6400
CELLINI
EXISTING WIRE CENTREShoarding & waterproofed
during construction
EXISTINGPLANT ROOM
only for accessby ACSA
EXISTINGPLANT ROOM
only for accessby ACSA
EXISTINGTOILETS
EXISTING BRITISHAIRWAYS LOUNGE
INTERNATIONAL DEPARTURES CONCOURSE
no acce
ss
6400
NOTES
WORKSTAGE 4.2
client
architect
workstage
project name
drawing name
date
project no.
scale drawn drwg no.checked revision
CAPE TOWN INTERNATIONAL AIRPORTINTERNATIONAL DEPARTURES TERMINALNEW CENTRAL LOUNGE
DIAGRAM 8: CONSTRUCTION SITE DEMARCATIONLE RSS
0616
9-03 02017.07.19 1:200 @ A3
CONTRACTORS MUST VERIFY ALL LEVELS AND DIMENSIONS ON SITEBEFORE COMMENCING WORK OR MAKING ANY SHOP DRAWINGS. USEWRITTEN DIMENSIONS IN PREFERENCE TO SCALED DIMENSIONS.THIS DRAWING TO BE READ IN CONJUNCTION WITH ANY RELEVANTCONSULTANTS DRAWINGS. ANY DISCREPANCIES AND OR ERRORS TOBE REPORTED TO ARCHITECT.
REV NO. DATE DRAWN DESCRIPTION
0 19.07.2017 LE FOR INFORMATION
KEY PLAN1:2000
DIAGRAM 8: CONSTRUCTION SITE DEMARCATION1:200
Hoarding:Drywall construction to Structuralengineer's details to u/s of truss above:6600mm AFFL
Hoarding:Drywall construction to Structural engineer'sdetails to u/s of new Bondek slabconstruction and/or service passage ceiling.
CONSTRUCTION SITEDEMARCATION
CRASH DECKCONSTRUCTION ABOVE
-
STRUCTURAL ENGINEER TENDER DRAWING
-
GENERAL
1. CONSTRUCTION TO BE IN ACCORDANCE WITH ALL DRAWINGS AND THE FOLLOWING NOTES AND PROJECT SPECIFICATIONS.
2. ALL DRAWINGS TO BE READ IN CONJUNCTION WITH ARCHITECTS, OTHER CONSULTANTS AND SPECIALISTS DRAWINGS.
3. ALL DIMENSIONS TO BE CHECKED ON SITE BY THE CONTRACTOR AGAINST ALL CONTRACT DRAWINGS. ANY DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE ENGINEER.
4. DO NOT SCALE ENGINEER'S DRAWINGS, USE FIGURED DIMENSIONS ONLY.
5. IF ANY INSTRUCTION ON THIS DRAWING CANNOT BE COMPLIED WITH, THE MATTER MUST BE REFERRED TO THE ENGINEER IN WRITING FOR A RULING.
6. BEAM DEPTH IS FIRST DIMENSION GIVEN AND INCLUDES SLAB THICKNESS.
7. HORIZONTAL DIMENSION (PARALLEL TO BOTTOM OF PAGE) OF COLUMN IS GIVEN FIRST.
8. ALL BRICKWORK, RIGID PARTITIONS, SCREEDS, PLASTER, TILING AND BRITTLE FINISHES SHOULD BE DESIGNED AND JOINTED TO ACCOMMODATE ANTICIPATED MOVEMENTS.
9. WATERPROOFING AND DPC'S TO ARCHITECT'S DETAILS.
10. RAINWATER PIPES:
WHERE RAINWATER PIPES ARE CAST INTO COLUMNS, THE CONTRACTOR IS TO ENSURE THAT THE PIPES ARE POSITIONED AS SHOWN ON THE DRAWINGS, THAT THE PIPES ARE PLUMBED VERTICALLY AND FIXED RIGIDLY IN THE SHUTTERS TO ENSURE THAT NO DISPLACEMENT OCCURS DURING CASTING.
FOUNDATIONS
1. ALL FOUNDATION EXCAVATIONS MUST BE INSPECTED BY THE ENGINEER PRIOR TO CASTING THE BLINDING.ANY ADDITIONAL EXCAVATION ORDERED BY THE ENGINEER TO REMOVE UNSUITABLE MATERIAL TO BE FILLED WITH MASS CONCRETE. BLINDING TO BASES TO BE CAST IMMEDIATELY AFTER EXCAVATION. 50mm NOMINAL BLINDING UNDER ALL REINFORCED CONCRETE IN CONTACT WITH THE GROUND.
CONCRETE
1. RC COLUMNS & WALLS OVER SHOWN THUS:
RC COLUMNS & WALLS UNDER SHOWN THUS:
2. ALL CONCRETE CONSTRUCTION TO BE IN ACCORDANCE WITH THE NATIONAL BUILDING REGULATIONS, SANS 10100, SANS 2001-CC1 AND THE PROJECT SPECIFICATIONS.
3. UNLESS OTHERWISE SPECIFIED, THE CONCRETE COVER TO REINFORCEMENT TO BE AS FOLLOWS:
a) INTERNAL SLABS 20mmb) EXTERNAL SLABS 30mmc) BEAMS 40mmd) COLUMNS 40mme) BASES AND CONCRETE IN CONTACT WITH EARTH 50mm
4. THE CONTRACTOR IS REFERRED TO CLAUSE 4.7.22 & SANS 2001-CC1:2007 AND MUST KEEP WRITTEN RECORDS OF:
a) WEATHER CONDITIONS INCLUDING MAXIMUM AND MINIMUM TEMPERATURESb) DATE OF CASTING TIME POUR STARTED TIME POUR FINISHED ANY DELAYS DUE TO BREAKDOWNS ETC POSITIONS OF ANY COLD JOINTS RESULTS OF CUBES TAKEN
5. CONCRETE STRENGTHS MASS CONCRETE : 15MPa AT 28 DAYSREINFORCED CONCRETE : 30MPa AT 28 DAYS
6. ENGINEER TO INSPECT REINFORCEMENT PRIOR TO CASTING CONCRETE. ENGINEER TO BE GIVEN AT LEAST 24 HOURS NOTICE OF REQUIRED INSPECTIONS. REINFORCING BARS SHALL COMPLY WITH THE RELEVANT REQUIREMENTS OF SANS 920. WELDED STEEL FABRIC SHALL COMPLY WITH THE RELEVANT REQUIREMENTS OF SANS 1024. STEEL SHALL BE SO STACKED OFF THE GROUND AS TO PREVENT DISTORTION AND SHALL BE PROTECTED FROM AGGRESSIVE ENVIRONMENTS AND CONTAMINATION. A CERTIFICATE ISSUED BY A GOVERNMENT-ENDORSED ACCREDITATION BODY (i.e. SANAS) CONFIRMING THAT THE STEEL COMPLIES WITH THE SPECIFIED REQUIREMENTS SHALL BE PROVIDED TO THE ENGINEER FOR EACH CONSIGNMENT OF STEEL DELIVERED TO SITE.
7. ALL MEMBERS TO BE CURED TO ENGINEER'S APPROVAL FOR 7 DAYS MINIMUM.
8. REMOVAL OF SHUTTERS TO BE TO SANS 2001-CC1 AND TO BE TO THE ENGINEER'S APPROVAL.
9. SIDES OF ALL BASES TO BE CAST AGAINST UNDISTURBED GROUND UNLESS OTHERWISE AGREED.
STRUCTURAL STEELWORK
1. ALL STEELWORK CONSTRUCTION IS TO BE IN ACCORDANCE WITH THE NATIONAL BUILDING REGULATIONS, SANS 2001-CS1 AND THE PROJECT SPECIFICATIONS. MILL CERTIFICATES FOR ALL STRUCTURAL STEELWORK DELIVERED TO SITE MUST BE PROVIDED TO THE ENGINEER.
2. ALL ROLLED STEEL SECTIONS TO BE GRADE S 355 JR IN ACCORDANCE WITH EN 10025 OR 350 W IN ACCORDANCE WITH SANS 1431.
3. STEEL FABRICATOR TO CHECK ON SITE DIMENSIONS BEFORE PREPARING WORKSHOP DRAWINGS AND FABRICATION OF STEEL MEMBERS. ACCESSIBILITY TO WORK SITES MUST ALSO BE CHECKED. WORKSHOP DRAWINGS TO BE SUBMITTED AND APPROVED BY THE ENGINEER PRIOR TO MANUFACTURE.
4. ALL WELDS 6mm FILLET UNLESS OTHERWISE SHOWN.
5. INSTALLATION OF MASONRY ANCHORS TO BE IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS.
6. FOR MEMBERS THAT ARE TO BE HOT-DIP GALVANIZED, THE GALVANIZING MUST BE IN ACCORDANCE WITHSANS 121 (SABS ISO 1461). WHERE APPROPRIATE FOR VISIBLE MEMBERS, THE CONTRACTOR MUST INFORM THE GALVANIZING YARD THAT A TOP QUALITY SURFACE FINISH IS REQUIRED FOR THESE SPECIFIC MEMBERS. STEEL FABRICATOR TO PROVIDE ENGINEER WITH A CERTIFICATE OF COMPLIANCE IN TERMS OF ISO 10474.
7. PAINTING OF GENERAL STEELWORKEXCEPT FOR TOUCHING UP THE APPLICATION OF THE TOPCOAT, ALL PAINTING SHALL BE DONE IN A PROTECTED ENVIRONMENT.
SURFACE PREPARATION:
a. THOROUGHLY SCRUB ALL AREAS TO BE PAINTED, WITH AN APPLICATION OF AQUASOLV DEGREASER GR 1 USING A BRISTLE SCRUBBING BRUSH. THOROUGH RINSING WITH COPIOUS AMOUNTS OF FRESH WATER IS ESSENTIAL. REPEAT PROCESS UNTIL WATER BREAK-FREE SURFACE IS OBTAINED.
b. FURTHER PREPARE THE STEEL ABRASIVE BLAST CLEANING TO GRADE Sa 2-1/2 OF SWEDISH STANDARD SIS 055900-1967. THE BLAST PROFILE SHOULD BE 40-60 um.
c. ENSURE THAT RESIDUAL DUST AND DEBRIS IS REMOVED IN ACCORDANCE WITH SABS METHOD 769.
d. A CLEAN AND DRY SURFACE FOR PAINTING IS ESSENTIAL.
PRIMING (UNLESS OTHERWISE SPECIFIED ON THE DRAWING:
e. PRIMING SHALL TAKE PLACE IMMEDIATELY AFTER SURFACE PREPARATION.
f. PRIMER SHALL BE ONE FULL COAT OF ZINC PHOSPHATE PRIMER UC 207 APPLIED BY AIRLESS SPRAY OR BRUSH. (MIN. DFT - 80 MICRON).
g. STRUCTURAL STEEL SHALL BE PAINTED WITH INTUMESCENT (TO BS 476.PT 20-22) TO ACHIEVE A MINIMUM 120 MINUTE FIRE RATING. APPLICATOR TO PROVIDE CERTIFICATION FOR FIRE RATING.
8. BOLTS TO BE: CLASS 4.8 FOR SIZES M12 AND M16 CLASS 8.8 FOR SIZES M20 AND LARGER
DENOTES REVISIONELEMENTS ON HOLD
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT ARCHITECT'S & CONSULTANTS DRAWINGS &
SPECIFICATIONS
P.O. BOX 3276 CAPE TOWN 8000
12TH FLOOR PICBEL PARKADE STRAND STREET CAPE TOWN 8001
TEL (021) 425-1610 FAX (021) 425-1646 E-MAIL [email protected]
NOTES
AMENDMENTS
Pr.Eng.
CHECKEDDRAWNDESIGNED
DWG. NO.SCALE REV
T3
BS JKW RGD
INTERNATIONALDEPARTURES TERMINAL:
CENTRAL BUSINESSLOUNGE
GENERAL NOTES
NA A.509-28/01
T1 07/10/16 JKW FOR TENDER
T2 18/05/17 JKW FOR TENDER: PROJECT TITLE AMENDED
T3 20/06/17 JKW FOR COUNCIL SUBMISSION
-
UP
UP
47
47
46
46
45
45
44
44
43
43
42
42
41
41
EE
FF
GG
HH
JJ
7
6
9
10
8
21
3
5EX
ISTI
NG 6
75m
m P
OST
-TEN
SION
ED T
ROUG
H SL
AB
(525
mm
TRO
UGH
WIT
H 15
0mm
TOP
PING
)
SFL=
52 0
70
EXIS
TIN
G 6
75m
m P
OST
TEN
SIO
NED
TH
RO
UG
H S
LAB
(525
mm
TRO
UG
H W
ITH 1
50m
m T
OPP
ING
)
SFL=
52 0
70
500m
m R
C SL
AB
SFL=
5047
0
4
DETAIL1
6000 6000 6000 6000 6000 6000
5000
5000
5000
5000
203x203x46H COL
2760
203x203x46H COL
457
2240
203x203x46H COL203x203x46H COL
203x203x46H COL
203x203x46H COL
EXIST. OPENING
STAIR 1A.509-28/08
STAIR 2A.509-28/09
DETAIL2
14
15
16
17
EXIST. OPENING
EXIST. OPENING
325
152x152x37H COL
152x152x37H COL
EQ
EQ
EQ
18
19
REFER DRAWING A.509-28/10 FOR PROCEDURE FOR CONSTRUCTING LIFT PIT & ANCHORING CABLES
2300
1747
2500
148
225
485
18001800
148
DENOTES REVISIONELEMENTS ON HOLD
P.O. BOX 3276 CAPE TOWN 8000
12TH FLOOR PICBEL PARKADE STRAND STREET CAPE TOWN 8001
TEL (021) 425-1610 FAX (021) 425-1646 E-MAIL [email protected]
NOTES
AMENDMENTS
Pr.Eng.
CHECKEDDRAWNDESIGNED
DWG. NO.SCALE REV
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT ARCHITECT'S & CONSULTANTS DRAWINGS &
SPECIFICATIONS
FOR GENERAL NOTES REFER DRAWING A.509-28/01
FOR SECTIONS REFER DRAWINGS A.509-28/05 & /07
1 : 100 T6
BS JKW RGD
INTERNATIONALDEPARTURES TERMINAL:
CENTRAL BUSINESSLOUNGE
SECOND STOREY PLAN
A.509-28/02
T1 07/10/16 JKW FOR TENDER
T2 21/10/16 JKW FOR TENDER
T3 08/11/16 JKW FOR TENDER: STAIR MOVED, BEAMS AMENDED,OPENINGS REMOVED
T4 28/11/16 JKW FOR TENDER: COLUMNS ADDED & REMOVED
T5 18/05/17 JKW FOR TENDER: PROJECT TITLE AMENDED
T6 20/06/17 JKW FOR COUNCIL SUBMISSION
-
47
47
46
46
45
45
44
44
43
43
42
42
41
41
40
40
E
F
G
H
J
1 1
2 2
B1
B1
B1
B1
B1
B1
B1
B1
B5
B5
B5
B2
B1
B1
B1
B1
B2
B2B2
B4
B4
B4
6000 6000 6000 6000 6000 6000
5000
5000
5000
5000
BR1 B
R1
BR1
6000
BR
1
3 3
76
9108
21
3
5
4
4
4
5 5
6
6
B4
828
8
8
B2
B2
B3
9 9150x50 S.A.P TIMBER BEARERS @ 400c/c
10
10
B1
EXISTING RC BM
18
19
BR1 BR1
480 1770
225
485
2500
2500
225
2500
2240
2760
3020
2500
B1
B1
B1
2600
2400
2264
2289
DENOTES REVISIONELEMENTS ON HOLD
P.O. BOX 3276 CAPE TOWN 8000
12TH FLOOR PICBEL PARKADE STRAND STREET CAPE TOWN 8001
TEL (021) 425-1610 FAX (021) 425-1646 E-MAIL [email protected]
NOTES
AMENDMENTS
Pr.Eng.
CHECKEDDRAWNDESIGNED
DWG. NO.SCALE REV
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT ARCHITECT'S & CONSULTANTS DRAWINGS &
SPECIFICATIONS
FOR GENERAL NOTES REFER DRAWING A.509-28/01
FOR SECTIONS REFER DRAWINGS A.509-28/05 & /07
1 : 100 T6
BS BS RGD
INTERNATIONALDEPARTURES TERMINAL:
CENTRAL BUSINESSLOUNGE
MEZZANINE STOREYSTEEL BEAM PLAN
A.509-28/03
BEAM SCHEDULE
No. DESCRIPTION PRECAMBER SHEAR STUDS SHEAR (ULS)
B1 810x210x82 CASTELLATED I (ex 533x210x82 I) 15 19mmx115mm High, Singles @ 450 c/c 300 kNB2 1040x300 PG (8W, 30F) 0 19mmx115mm High, Pairs @ 450 c/c 900 kNB3 533x210x82 I 0 300 kNB4 203x203x46H 0B5 457x191x67 I 15 150 kN
BR1 80x80x6 L
T1 07/10/16 JKW FOR TENDER
T2 21/10/16 JKW FOR TENDER
T3 08/11/16 JKW FOR TENDER: STAIR MOVED, BEAMS AMENDED,OPENINGS REMOVED
T4 28/11/16 JKW FOR TENDER: BEAMS & SLAB AMENDED, COLUMNSADDED & REMOVED
T5 18/05/17 JKW FOR TENDER: PROJECT TITLE AMENDED
T6 20/06/17 JKW FOR COUNCIL SUBMISSION
-
UP
47
47
46
46
45
45
44
44
43
43
42
42
41
41
EE
FF
GG
HH
JJ
1 1
2 2
140mm BO
NDEK SLA
B (1.0mm S
HEET)
25MPa CO
NCRETE (M
ESH REF
245)
REFER SE
PARATE R
EINFORC
EMENT SC
HEDULE
2000
0
36000
STAIR 1A.509-28/08
STAIR 2A.509-28/09
SPAN
SPAN
SPAN
SPAN
SPAN
SPAN
6000 6000 6000 6000 6000 6000
SFL= 55870
5000
5000
5000
5000
1909
2525
110mmSLEEVE
OPEN
76
9108
21
3
5
4
4
4
5 5
6
6
8
8
9 9
10
10
2x16
mm O
SB O
N TIM
BER
BEAR
ERS
18
19
DENOTES REVISIONELEMENTS ON HOLD
P.O. BOX 3276 CAPE TOWN 8000
12TH FLOOR PICBEL PARKADE STRAND STREET CAPE TOWN 8001
TEL (021) 425-1610 FAX (021) 425-1646 E-MAIL [email protected]
NOTES
AMENDMENTS
Pr.Eng.
CHECKEDDRAWNDESIGNED
DWG. NO.SCALE REV
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT ARCHITECT'S & CONSULTANTS DRAWINGS &
SPECIFICATIONS
FOR GENERAL NOTES REFER DRAWING A.509-28/01
FOR SECTIONS REFER DRAWINGS A.509-28/05 & /07
1 : 100 T6
BS JKW RGD
INTERNATIONALDEPARTURES TERMINAL:
CENTRAL BUSINESSLOUNGE
MEZZANINE STOREYPLAN
A.509-28/04
T1 07/10/16 JKW FOR TENDER
T2 21/10/16 JKW FOR TENDER
T3 08/11/16 JKW FOR TENDER: STAIR MOVED, BEAMS AMENDED,OPENINGS REMOVED
T4 28/11/16 JKW FOR TENDER: BEAMS & SLAB AMENDED, COLUMNSADDED & REMOVED
T5 18/05/17 JKW FOR TENDER: PROJECT TITLE AMENDED
T6 20/06/17 JKW FOR COUNCIL SUBMISSION
-
GROUND STOREYSFL=44265
SECOND STOREYSFL=52070
MEZZANINE STOREYSFL=55870
41
1040
LIFT PITSFL=50470
804
EXISTING RC COLUMN
EXISTING 675mm POST-TENSIONED TROUGH SLAB
675
150
140mm BONDEK SLAB (1.0mm SHEET)25MPa CONCRETE (MESH REF 245)
CASTELLATED BM
FIRST STOREYSFL=47870
3800
4200
3605
1600
GROUND STOREYSFL=44265
SECOND STOREYSFL=52070
MEZZANINE STOREYSFL=55870
474645
.SFL=59370
LIFT PITSFL=50470
6000 6000
EXISTING 675mm POST-TENSIONED TROUGH SLAB
150
140mm BONDEK SLAB (1.0mm SHEET)25MPa CONCRETE (MESH REF 245)
2300
2173
CASTELLATED BM
200x75x23 PFC
200x75x23 PFC
PLATE GIRDER
LIFT PIT
FIRST STOREYSFL=47870
3605
4200
3800
3500
1600
MEZZANINE STOREYSFL=55870 50100100100
L
8mmPL
2x4No. M20 GR 10.9
2No. 700x600x8mmPL
CASTELLATED BM
800 x210x14mmP
50
300
300
350350
2x4M20 GR 10.9
50E
QE
QE
Q50
TYPICAL JOINING DETAIL (CASTELLATED BEAM)
..SFL=54690
...SFL=54926220
5050
50 60 60 5012
5
STEEL COLUMN TO LINE UP WITH INSIDE
CONCRETE FACE
203x203x46 H COL ON220x220x16mm PLATE WITH 4M12 HKD STUD ACHORS(REFER PLAN FOR ORIENTATION)
6mm FILLET WELD ALLROUND
102
6060
125
4 HOLES FOR 1No. M10 HILTI HKD
2022
0
5030
5030
203x203 46 H COL
15 m
m G
RO
UT
. 25-30mm MAX SCAN FOR TENDONS OF EMBEDDED REBAR
203x203 46 H COL
REMOVE SCREED
25 40 45 45 40 25
220
SECTION X-X
X X
110
110
3030
MEZZANINE STOREYSFL=55870 50100100100
L
2x4No. M24 GR 10.9
2No. 700x600x8mmPL
800 x210x25mmP
50
350350
2x4M24 GR 10.9
50E
QE
QE
Q50
80 180 90 90 180 80
TYPICAL JOINING DETAIL(PLATE GIRDER)
..SFL=54690
...SFL=54926 P
LAT
E G
IRD
ER
EQ
EQ
DENOTES REVISIONELEMENTS ON HOLD
P.O. BOX 3276 CAPE TOWN 8000
12TH FLOOR PICBEL PARKADE STRAND STREET CAPE TOWN 8001
TEL (021) 425-1610 FAX (021) 425-1646 E-MAIL [email protected]
NOTES
AMENDMENTS
Pr.Eng.
CHECKEDDRAWNDESIGNED
DWG. NO.SCALE REV
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT ARCHITECT'S & CONSULTANTS DRAWINGS &
SPECIFICATIONS
FOR GENERAL NOTES REFER DRAWING A.509-28/01
T7
BS BS RGD
INTERNATIONALDEPARTURES TERMINAL:
CENTRAL BUSINESSLOUNGE
SECTIONS & DETAILS
A.509-28/05 1 : 50SECTION 1-1
1 : 50
SECTIONAL ELEVATION 2-2
1 : 20
SECTION 3-3
1 : 10
DETAIL 1 1 : 10
DETAIL 2
1 : 20
SECTION 4-4
AS SHOWN
1 : 10
T1 12/09/16 BS PRELIMINARY DRAWING
T2 07/10/16 JKW FOR TENDER
T3 11/10/16 JKW FOR TENDER
T4 21/10/16 JKW FOR TENDER
T5 28/11/16 JKW FOR TENDER: BEAMS & SLAB AMENDED, COLUMNSADDED & REMOVED
T6 18/05/17 JKW FOR TENDER: PROJECT TITLE AMENDED
T7 20/06/17 JKW FOR COUNCIL SUBMISSION
-
DENOTES REVISIONELEMENTS ON HOLD
P.O. BOX 3276 CAPE TOWN 8000
12TH FLOOR PICBEL PARKADE STRAND STREET CAPE TOWN 8001
TEL (021) 425-1610 FAX (021) 425-1646 E-MAIL [email protected]
NOTES
AMENDMENTS
Pr.Eng.
CHECKEDDRAWNDESIGNED
DWG. NO.SCALE REV
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT ARCHITECT'S & CONSULTANTS DRAWINGS &
SPECIFICATIONS
FOR GENERAL NOTES REFER DRAWING A.509-28/01
T7
BS BS RGD
INTERNATIONALDEPARTURES TERMINAL:
CENTRAL BUSINESSLOUNGE
3D VIEWS
N/A A.509-28/06
T1 12/09/16 BS PRELIMINARY DRAWING
T2 07/10/16 JKW FOR TENDER
T3 21/10/16 JKW FOR TENDER
T4 08/11/16 JKW FOR TENDER: STAIR MOVED, BEAMS AMENDED,OPENINGS REMOVED
T5 28/11/16 JKW FOR TENDER: BEAMS & SLAB AMENDED, COLUMNSADDED & REMOVED
T6 18/05/17 JKW FOR TENDER: PROJECT TITLE AMENDED
T7 20/06/17 JKW FOR COUNCIL SUBMISSION
-
75SLAB DEPTH
900 COVER
GALV.STEEL STRAP
BOND-DEK
SLAB DEPTH
BOND-DEK
GALV.STEEL STRAP
SLAB DEPTH
PLUS 25mm
25
25
35
STRAPS @ 450mm CENTRES
ENSURE STABILITY AT END BY USING
SLAB DEPTH
50
450mm
450mm
TOP SPEED SCREWS
75 BEARING
STABILISING STRAP
1mmx30mm WIDE STEEL STRAP FIXED
WITH 4.8mm RIVETS OR TEK SCREWS
500mm
500mm
500mm
500mm
TOP SPEED SCREWS
25 OVERLAP
JOINED TOGETHER BY 4.8 RIVETS OR TEK SCREWS
1mm CLOSER PIECES
CLOSER PIECES FIXED WITH 2No TEK SCREWS
25
OVERLAPPING PANEL
LAPSHEAR STUDS
75
FEMALEMALE
DIRECTION OF LAYING
FEMALE
45
SHEAR STUDS
SECOND STOREYSFL=52070
MEZZANINE STOREYSFL=55870
47 46 45 44 43 42 41
6
6
600060006000600060006000
..SFL=5469011
8026
2067
5
SP
LIC
E P
OS
ITIO
N R
EF
ER
DE
TA
IL
SP
LIC
E P
OS
ITIO
N R
EF
ER
DE
TA
IL
SP
LIC
E P
OS
ITIO
N R
EF
ER
DE
TA
IL
SP
LIC
E P
OS
ITIO
N R
EF
ER
DE
TA
IL
3800
1040x300 PG (8W, 30F) 1040x300 PG (8W, 30F)
TO
PP
ING
150
TR
OU
GH
525
...SFL=54926
810x210x82CASTELLATED BM (ex.
533x210x92 T)
140
140mm BONDEK SLAB(1,0mm SHEET)
PROVIDE T-CONNECTION FOR FUTRE BEAMS
2856
249
2620
8mm PLATE INFILL
810x210x82CASTELLATED BM (ex.
533x210x92 T)
SECOND STOREYSFL=52070
MEZZANINE STOREYSFL=55870
EFGHJ
5
5
..SFL=54690
810x
210x
82 C
AS
TE
LLA
TE
D B
M
(ex.
533
x210
x92
T)
2600 2400
5000 5000 5000 5000
2500 2500 2500 2500 2500 2500
875
810x
210x
82 C
AS
TE
LLA
TE
D B
M
(ex.
533
x210
x92
T)
810x
210x
82 C
AS
TE
LLA
TE
D B
M
(ex.
533
x210
x92
T)
810x
210x
82 C
AS
TE
LLA
TE
D B
M
(ex.
533
x210
x92
T)
810x
210x
82 C
AS
TE
LLA
TE
D B
M
(ex.
533
x210
x92
T)
810x
210x
82 C
AS
TE
LLA
TE
D B
M
(ex.
533
x210
x92
T)
810x
210x
82 C
AS
TE
LLA
TE
D B
M
(ex.
533
x210
x92
T)
810x
210x
82 C
AS
TE
LLA
TE
D B
M
(ex.
533
x210
x92
T)
1180
2620
675
944
236
2620
3660
203x
203x
46H
CO
L
203x
203x
46H
CO
L
TR
OU
GH
525
TO
PP
ING
150
2/533x140 T (ex. 533x210x82 T) 800x210x16mm END PLATE
8No. M20 BOLTS GRADE 8.8
800x210x16mm END PLATE 8No. M20 BOLTS GRADE 8.8
2620
(8W
, 30F
)10
40 x
300
2/14
0x8m
m P L
2/14
0x8m
m P L
2/14
0x8m
m P L
1040x300 PG (8W, 30F)CRANKED
2/14
0x8m
m P L
810x210x82CASTELLATED BM (ex.
533x210x92 T)
MEZZANINE STOREYSFL=55870
J
..SFL=54690
2/14
0x8m
m P L
810x210x82CASTELLATED BM (ex.
533x210x92 T)
1040x300 PG (8W, 30F)CRANKED
2/14
0x8m
m P L
EXISTING RC BM
MEZZANINE STOREYSFL=55870
46
457x191x67UB
152x152x37H COL
2x16mm OSB
CALCIUM SILICATE 2HR RATING
485
533x210x82UB
MEZZANINE STOREYSFL=55870
J
2x16mm OSB
CALCIUM SILICATE 2HR RATING 457x191x67UBEXISTING
RC BM
533x210x82UB CRANKED
533x210x92UB
2/14
0x8m
m P
2/14
0x8m
m P
2/14
0x8m
m P
2/14
0x8m
m P
DENOTES REVISIONELEMENTS ON HOLD
P.O. BOX 3276 CAPE TOWN 8000
12TH FLOOR PICBEL PARKADE STRAND STREET CAPE TOWN 8001
TEL (021) 425-1610 FAX (021) 425-1646 E-MAIL [email protected]
NOTES
AMENDMENTS
Pr.Eng.
CHECKEDDRAWNDESIGNED
DWG. NO.SCALE REV
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT ARCHITECT'S & CONSULTANTS DRAWINGS &
SPECIFICATIONS
FOR GENERAL NOTES REFER DRAWING A.509-28/01
T6
BS JKW RGD
INTERNATIONALDEPARTURES TERMINAL:
CENTRAL BUSINESSLOUNGE
SECTIONS & DETAILS
A.509-28/07
BONDEK DETAILS
1 : 100
SECTION 5-5 AS SHOWN
1 : 50
SECTION 6-6
1 : 50
SECTION 8-8
1 : 20
SECTION 9-9
1 : 20
SECTION 10-10
T1 11/10/16 JKW FOR TENDER
T2 21/10/16 JKW FOR TENDER
T3 08/11/16 JKW FOR TENDER: BEAMS AMENDED
T4 28/11/16 JKW FOR TENDER: BEAMS & SLAB AMENDED, COLUMNSADDED & REMOVED
T5 18/05/17 JKW FOR TENDER: PROJECT TITLE AMENDED
T6 20/06/17 JKW FOR COUNCIL SUBMISSION
-
47
EE
FF
GG
150
1500
EQ
EQ
SFL= 52070
EXISTING 675mm PT TROUGH SLAB
230mm BRICKWALL
5000
5000
120x120x6 SHS POST
14
15
750 750
395
1150
1208
2590DETAIL3
5
8
70x70x5 SHS POSTBASE PLATE AS
PER DETAIL 3
1115
2117
200x75 PFC POST
DETAIL4
200x75 PFC POSTBASE PLATE AS PER DETAIL 4
20
21
22
47
EE
FF
GG
5000
5000
LANDING1500 4x250 TREADS
= 1000
1950
LA
ND
ING
8x25
0 T
RE
AD
S =
200
0LA
ND
ING
1100
8x25
0 T
RE
AD
S =
200
017
00 L
AN
DIN
G
1500
450
1500 1000 150
4 4
3
3
5 5
1148
102
150
OPEN
200x75 PFC
200x
75 P
FC
200x75 PFC
200x75 PFC
200x
75 P
FC
140mm BONDEK SLAB (1.0mm SHEET)
SFL= 55865
SFL= 55870
SFL= 54400
SFL= 52934
35mm FINISH30mm FINISH
15
152x152x23 H
7
7
8
5
14
20
21
50x50x5L
50x50x5L
550
550
800
700
50x5
0x5L
50x5
0x5L
SECOND STOREYSFL=52070
MEZZANINE STOREYSFL=55870
EFG
4
4
5
5
9xE
Q R
ISE
RS
= 1
470
9xE
Q R
ISE
RS
= 1
465
814
3800
5000
6mm FOLDED PLATE
5000
200x75 PFC
200x75 PFC
1700 2000 1100 2000 1950 1021148
FIN
ISH
30 m
m
FIN
ISH
50 m
m
33
120x
120x
6 S
HS
PO
ST
120x
120x
6 S
HS
PO
ST
BRICKWALL230 mm
152x152x23 H
550 550
200x75 PFC POST
50x50x5 L
700 800 102
SECOND STOREYSFL=52070
MEZZANINE STOREYSFL=55870
47
3
3
2936
5xE
Q R
ISE
RS
= 8
14
2570
200x75 PFC
33
1500 1000
150
DETAIL1
FIN
ISH
30 m
m
FIN
ISH
50 m
m 200x75 PFC POST
SECOND STOREYSFL=52070
MEZZANINE STOREYSFL=55870
47
3
3
11501500
3800
FIN
ISH
30 m
mF
INIS
H50
mm
DETAIL2
70x7
0x5
SH
S P
OS
T
50750750
50x50x5L
1040x300
PG (8W
, 30F)
SECOND STOREY
MEZZANINE STOREY
SFL= 55865
SFL= 52070
SFL= 55870
SFL= 54400
SFL= 52934
SECOND STOREYSFL=52070
250
50
M12 HSA
BA
SE
PLA
TE
10 m
m
200x75 PFC
EXISTING 675mm PT TROUGH SLAB
M12 HSA
6mm FOLDED PLATE
33
35
35
MEZZANINE STOREYSFL=55870
47
140mm BONDEK SLAB (1,0mm SHEET)
1040x300 PG (8W, 30F)
305
615
9
200
x75
PF
C
FIN
ISH
30 m
m14
0
7
7
100 150
200x75 PFC
200
2007
525
2575
100
120x120x6 SHS POSTH.D.G
200x200x12mmPL
14mm HOLES FOR 4M12mm H.D.G HILTI HSA ANCHORS
NOTE: POST & BASE PLATE TO BE HOT-DIP GALVANIZED & EPOXY PAINTED
CONCRETE FILLED
MEZZANINE STOREYSFL=55870
200x75 PFC BOLTED TO 200x75 PFC WELDED TO
PLATE GIRDER
200x75 PFC (STAIR STRINGER)
6mm FOLDED PLATE
1040x300 PLATE GIRDER
10mm PLATE WELDED TO POST
14mm HOLES FOR 2No. M12 EXPANDING BOLTS
39 100 36
200x75 PFCPOST H.D.G
NOTE: POST & BASE PLATE TO BE HOT-DIP GALVANIZED & EPOXY PAINTED
DENOTES REVISIONELEMENTS ON HOLD
P.O. BOX 3276 CAPE TOWN 8000
12TH FLOOR PICBEL PARKADE STRAND STREET CAPE TOWN 8001
TEL (021) 425-1610 FAX (021) 425-1646 E-MAIL [email protected]
NOTES
AMENDMENTS
Pr.Eng.
CHECKEDDRAWNDESIGNED
DWG. NO.SCALE REV
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT ARCHITECT'S & CONSULTANTS DRAWINGS &
SPECIFICATIONS
FOR GENERAL NOTES REFER DRAWING A.509-28/01
T3
BS JKW RGD
INTERNATIONALDEPARTURES TERMINAL:
CENTRAL BUSINESSLOUNGE
STAIR 1 PLANS,SECTIONS & DETAILS
A.509-28/08
1 : 50
SECOND STOREY PLAN 1 : 50
MEZZANINE STOREY PLAN
1 : 50
SECTION 3-3 1 : 50
SECTION 4-4 1 : 50
SECTION 5-5
3D VIEW
1 : 10
DETAIL 1
1 : 10
DETAIL 2
AS SHOWN
1 : 10
DETAIL 3
1 : 10
SECTION 7-7
1 : 10
DETAIL 4
T1 21/10/16 JKW FOR TENDER
T2 18/05/17 JKW FOR TENDER: PROJECT TITLE AMENDED,MEMBERSADDED, DETAIL 4 ADDED
T3 20/06/17 JKW FOR COUNCIL SUBMISSION
-
42
H
2135
1500
1340
3
3
SFL= 52070
EXISTING 675mm POST-TENSIONED TROUGH SLAB
316
200x75 PFC
200x75 PFC
DETAIL4
POST
POST
43 42
H6000
935 1000LANDING
1100 2000LANDING
1100 500
635
1500
1340
4 4
140MM BONDEK SLAB (1,0mm SHEET)
SFL= 55870
SFL= 55051 SFL= 53585
SECOND STOREYSFL=52070
MEZZANINE STOREYSFL=55870
43 42
3800
6000
1000935 2000110020001100
FIN
ISH
30 m
m
FIN
ISH
50 m
m
6mm FOLDED PLATE
200x75 PFC
200x75 PFC
33
200x75 PFC
5xE
Q R
ISE
RS
= 8
499x
EQ
RIS
ER
S=
146
59x
EQ
RIS
ER
S=
146
5
690
DETAIL1
DETAIL2
200x
75 P
FC
==
316SECOND STOREYSFL=52070
H
675
FIN
ISH
50 m
m75 1500 75 1265
SFL= 52070
SFL= 55870
EXISTING 150mmPOST-TENSIONED SLAB
140mm BONDEK SLAB (1,0mm SHEET)
810x210x82 CASTELLATED
BM (ex. 533x210x92 T)_
SECOND STOREYSFL=52070
M12 HSA
200x75 PFC
EXISTING 675mm PT TROUGH SLAB
M12 HSA
6mm FOLDED PLATE
250
163
247
50
BA
SE
PLA
TE
10 m
m
3516
3F
INIS
H50
mm
35
33
MEZZANINE STOREYSFL=55870
140mm BONDEK SLAB (1,0mm SHEET)
6mm FOLDED PLATE
200x75 PFC STRINGER
203x203x46 H
10mm PLATE WELDED TO POST
14mm HOLES FOR 2No. M12 EXPANDING BOLTS
39 100 36
200x75 PFC
27
DENOTES REVISIONELEMENTS ON HOLD
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT ARCHITECT'S & CONSULTANTS DRAWINGS &
SPECIFICATIONS
P.O. BOX 3276 CAPE TOWN 8000
12TH FLOOR PICBEL PARKADE STRAND STREET CAPE TOWN 8001
TEL (021) 425-1610 FAX (021) 425-1646 E-MAIL [email protected]
NOTES
AMENDMENTS
Pr.Eng.
CHECKEDDRAWNDESIGNED
DWG. NO.SCALE REV
T4
BS JKW RGD
INTERNATIONALDEPARTURES TERMINAL:
CENTRAL BUSINESSLOUNGE
STAIR 2 PLANS,SECTIONS & DETAILS
ASSHOWN A.509-28/09
1 : 50
SECOND STOREY PLAN
1 : 50
MEZZANINE STOREY PLAN
1 : 50
SECTION 4-4
1 : 50
SECTION 3-3
3D VIEW
FOR GENERAL NOTES REFER DRAWING A.509-28/01
1 : 10
DETAIL 1
1 : 10
DETAIL 2
1 : 10
DETAIL 4
T1 21/10/16 JKW FOR TENDER
T2 08/11/16 JKW FOR TENDER: STAIR MOVED, BEAMS AMENDED
T3 18/05/17 JKW FOR TENDER: PROJECT TITLE AMENDED
T4 20/06/17 JKW FOR COUNCIL SUBMISSION
-
GROUND STOREYSFL=44265
46
LIFT PITSFL=50470
150
650mm RC COL
500
500
CONSTRUCT BASE, COLUMN & LIFT PIT BASE
FIRST STOREYSFL=47870
1
1
1
GROUND STOREYSFL=44265
SECOND STOREYSFL=52070
46
LIFT PITSFL=50470
EXISTING 675mm POST-TENSIONED TROUGH SLAB
250 RC
WALL
CONSTRUCT RC WALLS TO UNDERSIDE OF RIBS
250 2502000
500
925 2 2
675
FIRST STOREYSFL=47870
2
GROUND STOREYSFL=44265
SECOND STOREYSFL=52070
46
LIFT PITSFL=50470
11
11
11 MIRRORED
11 MIRRORED
EXISTING 675mm POST-TENSIONED TROUGH SLAB
CONCRETE CORBEL
CONSTRUCT CONCRETE CORBELS, BREAK OUT SLAB & INSTALL 2No. 152x152x37H STRUTS
675
450
450
475
3 33152x152x37H
1000
800 1000
EQ
EQ
3
GROUND STOREYSFL=44265
SECOND STOREYSFL=52070
46
LIFT PITSFL=50470
EXISTING 675mm POST-TENSIONED TROUGH SLAB
DEMOLISH 3No. RIBS
FIRST STOREYSFL=47870
STRESSED TENDON
4
GROUND STOREYSFL=44265
SECOND STOREYSFL=52070
46
LIFT PITSFL=50470
EXISTING 675mm POST-TENSIONED TROUGH SLAB
ANCHOR TENDONS, CAST REMAINING PORTION OF LIFT PIT WALL& REMOVE 152x152x37H STRUTS
250 RC W
ALL
FIRST STOREYSFL=47870
5 5 5
2502000250
4746
E2 2
500mm RC BASE
3500
3800
1150 600 1750
775
1125
1900
650mm RC COL
EXIST 150mm RC SLAB
6000
CL
CL
EXISTING RC OLUMN
TOB= 44265
6600
47 46
E
6600
CL
6000
1760
1125
3010
500m
m R
C SL
AB
SFL=
5047
0
250 RC WALL
2 2
CL
EXISTING RC OLUMN
605
125 600 1295
2500
EXISTING 675mm POST-TENSIONED
TROUGH SLAB OVERCOL
COL1205
SECOND STOREYSFL=52070
ERIBS ENCASED IN
CONCRETE CORBEL
152x152x37H STRUT
675
1000
EQ EQ EQ EQ
DENOTES REVISIONELEMENTS ON HOLD
P.O. BOX 3276 CAPE TOWN 8000
12TH FLOOR PICBEL PARKADE STRAND STREET CAPE TOWN 8001
TEL (021) 425-1610 FAX (021) 425-1646 E-MAIL [email protected]
NOTES
AMENDMENTS
Pr.Eng.
CHECKEDDRAWNDESIGNED
DWG. NO.SCALE REV
THIS DRAWING TO BE READ IN CONJUNCTION WITH ALL
RELEVANT ARCHITECT'S & CONSULTANTS DRAWINGS &
SPECIFICATIONS
FOR GENERAL NOTES REFER DRAWING A.509-28/01
FOR SECTIONS REFER DRAWINGS A.509-28/05 & /07
1 : 50 T2
BS JKW RGD
INTERNATIONALDEPARTURES TERMINAL:
CENTRAL BUSINESSLOUNGE
LIFT PIT CONSTRUCTIONPROCEDURE
A.509-28/10
1 : 50
STEP 1 1 : 50
STEP 2
1 : 50
STEP 3 1 : 50
STEP 4 1 : 50
STEP 5
1 : 50
BASE PLAN
1 : 50
LIFT PIT PLAN
1 : 50
SECTION 11-11
T1 08/06/17 JKW FOR TENDER
T2 20/06/17 JKW FOR COUNCIL SUBMISSION
-
MECHANICAL ENGINEER TENDER DRAWINGS
-
A.H.U Control Schematic CONSTANT VOLUME PLANTS - EXISTING
BMS
Controller O.A
CV Modulating
CHW Valve
Typical Area
TS1 AFS
FDS
S
S
R.A
?
V5-29
TS2
REMOTE ON/OFF
5.5.17 CONTROL SCHEMATICS
32350.00
-
A.H.U Control Schematic
VARIABLE VOLUME AHUS
BMS
Controller O.A
R.A
VSC
CHW Valve Typical Area
AFS TS1
TS2
PS1
FDS
?
V/5-30
REMOTE ON/OFF
32350.00
-
Smoke Exhaust
BMS
Controller
?
EXHAUST AIR
VSC
V/5-31 32350.00
-
BMS Diffuser Control Schematic
( Variable Air Volume Diffusers )
S.A
LAN
?
INTELLIGENT DIFFUSER CONTROLLER (IDC)
S
S
S
BMS COMMUNICATION
MODULE
V/5-32 32350.00
-
ELECTRICAL INSTALLATION DRAWINGS
-
SNP
MALES
ROOMBABY
TILES
EXISTING BA LOUNGE
4647 404142434445 39
A
B
C
D
E
F
G
H
J
K
484949 485050
26040
05
SHOP 05ex. porcelain tiles
430m
EXISTING PASSAGE
3170
120
1800
9290
110
110
1800
RECEPTION52.2m
1314
5
1425
12345
120
NEW FEATURE STAIRto s.eng detail
3 24 1
B 3-01B 3-01
A 3-01A 3-01
210
120
715
120
1500
120
1420
NEW FIRE ESC STAIR
7865
1500 wide stair
5310
2905 120120
3025 lift 22905
4565
3180
1800
12051202375120
AAAAA A
AAAAA A
AAAAA A
AAAAA A
A
A
AA
AA
AAA
AAA
A
A
A
A A
A
A
A A A
A
A
A
A
A
A
A A
A
A A A
A
AA
A
STORE-DB-2
STORE-DB-1
A
L6DB-2
L4DB-2
L1DB-2
L2DB.2
L2DB-2
2W
2W
L4DB-2
L3DB-2
L3DB-2
L3DB-2
L5DB-2
L1DB-2
L1DB-2
A
A
A
A
A
A
ELECTRICAL
T 06/10/2016 ISSUED FOR TENDER
I.D.T.NEW CENTRAL LOUNGE
ACSA - CTIA
SECOND FLOORLIGHTING LAYOUT
J.K OCT 2016
F.F 1:100(A1)
C2891E/LG1/0201 T
This drawing is copyright and remains the property of Triocon (Pty) Ltd.
Email: [email protected]: +27(0)21 - 552-4949Fax: +27(0)21 - 552-4291
Century City, Cape Town, South AfricaThe Estuaries, 11 Oxbow Crescent,
www.triocon.co.za
LASCON C1028W LED (ORSIMILAR)
SYMBOL FITTING DESCRIPTION
LEGEND
ADISTRIBUTIONBOARD
SINGLE-LEVERLIGHT SWITCH
P8000TRUNKING
DATE: 2016-07-21 PROJECT NO: 0616 DRAWING NO: 2-03
AutoCAD SHX TextFIRE ESCAPE
AutoCAD SHX TextEXIST. BULKHEAD BELOW
AutoCAD SHX TextFEMALES
AutoCAD SHX TextL
AutoCAD SHX TextM
AutoCAD SHX TextN
AutoCAD SHX TextShop DFS 06 CELLINI 76.7m
AutoCAD SHX TextShop DFS 07 CAPE FARM & GIFT EMPORIUM 70.5m
AutoCAD SHX TextDB
AutoCAD SHX Textproposed freezer - layout by others
AutoCAD SHX Textproposed cold room - layout by others
AutoCAD SHX Textproposed scullery - layout by others
AutoCAD SHX Textproposed dry store - layout by others
AutoCAD SHX Textproposed receiving - layout by others
AutoCAD SHX Textproposed cooking area - layout by others
AutoCAD SHX Text1500mm high wall
AutoCAD SHX Textproposed liquor store - layout by others
AutoCAD SHX Textproposed office - layout by others
AutoCAD SHX TextREV No.
AutoCAD SHX TextSCALE
AutoCAD SHX TextDRAWING No.
AutoCAD SHX TextDESIGNED
AutoCAD SHX TextCHECKED
AutoCAD SHX TextDATE
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDRAWING SERVICE
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextCLIENT
AutoCAD SHX TextPROJECT
AutoCAD SHX TextNo.
AutoCAD SHX TextDATE
AutoCAD SHX TextREVISIONS
-
4647 404142434445 39
C
D
E
F
G
H
J
K
484949 485050
NEWLOUNGE
515m
B 3-01B 3-01
A 3-01A 3-01
7177
1715
5 de
pth
of n
ew lo
unge
120
8905
PLANT /STORE
137.3m
1011121314151617181920212223
FED
3 245
67891011121314
151617181920212223
1950
2000
- 8x
trea
ds11
0020
00 -
8x tr
eads
1700
1500 wide stair
120
2800
pla
nt /
stor
e
1009
5 dr
y w
all
955
dry
wal
l65
90 d
ry w
all
2435
gla
zing
835
NE
W F
EA
TUR
E S
TAIR
to s
.eng
det
ail
120
38585 glazing
5430
2905 120120
2335
120
120
3145 lift 27546 lift
7340120 120 1420142012073401204540 3695120 120
2615 120 4605
525
9051590 120
3705
120
1500
120
120
3180
refu
ge
1201420120 73401205301202375120
1715
012
028
05
1240120 1300 120
1540
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
DB-MEZZ
L5
L4
L4 L3
L3
L3
L3
L2
L2
L2
L1
L1
L1
LIFT SHAFTLIGHTING TOBE ADVISED
ELECTRICAL
T 06/10/2016 ISSUED FOR TENDER
I.D.T.NEW CENTRAL LOUNGE
ACSA - CTIA
MEZZANINE FLOORLIGHTING LAYOUT
J.K OCT 2016
F.F 1:100(A1)
C2891E/LG1/M001 T
This drawing is copyright and remains the property of Triocon (Pty) Ltd.
Email: [email protected]: +27(0)21 - 552-4949Fax: +27(0)21 - 552-4291
Century City, Cape Town, South AfricaThe Estuaries, 11 Oxbow Crescent,
www.triocon.co.za
LASCON C1028W LED (ORSIMILAR)
SYMBOL FITTING DESCRIPTION
LEGEND
ADISTRIBUTIONBOARD
SINGLE-LEVERLIGHT SWITCH
P8000TRUNKING
DATE: 2016-07-21 PROJECT NO: 0616 DRAWING NO: 2-04
AutoCAD SHX TextFIRE ESCAPE
AutoCAD SHX TextEXIST. BULKHEAD BELOW
AutoCAD SHX TextEXIST. DOUBLE VOLUME
AutoCAD SHX TextL
AutoCAD SHX TextM
AutoCAD SHX TextREV No.
AutoCAD SHX TextSCALE
AutoCAD SHX TextDRAWING No.
AutoCAD SHX TextDESIGNED
AutoCAD SHX TextCHECKED
AutoCAD SHX TextDATE
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDRAWING SERVICE
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextCLIENT
AutoCAD SHX TextPROJECT
AutoCAD SHX TextNo.
AutoCAD SHX TextDATE
AutoCAD SHX TextREVISIONS
-
P2DB-1
SNP
MALES
ROOMBABY
TILES
EXISTING BA LOUNGE
4647 404142434445 39484949 48
26040
05
SHOP 05ex. porcelain tiles
430m
EXISTING PASSAGE
3170
120
1800
9290
110
110
1800
RECEPTION52.2m
1314
5
1425
12345
120
NEW FEATURE STAIRto s.eng detail
3 24 1
B 3-01B 3-01
A 3-01A 3-01
210
120
715
120
1500
120
1420
NEW FIRE ESC STAIR
7865
1500 wide stair
5310
2905 120120
3025 lift 22905
4565
3180
1800
12051202375120
@300mmA.F.F.L.
@300mmA.F.F.L.
STORE-DB-2
DB-1
@300mmA.F.F.L.
@300mmA.F.F.L.
@300mmA.F.F.L.
@300mmA.F.F.L.
@300mmA.F.F.L.
D1
DB-2
P3DB-2
@300mmA.F.F.L.
P1DB-1
P1DB-1
EXT2DB-2
EXT1DB-2
PP1DB-1
PP2DB-1
PP3DB-1
PP4DB-1
PP5DB-1
PP6
3 COMPARTMENTPOWER SKIRTING
150mm CABLELADDER TO
EXISTING DB
ELECTRICAL
T 06/10/2016 ISSUED FOR TENDER
I.D.T.NEW CENTRAL LOUNGE
ACSA -CTIA
SECOND FLOORSMALL POWER LAYOUT
J.K OCT 2016
F.F 1:100(A1)
C2891E/SP1/0201 T
This drawing is copyright and remains the property of Triocon (Pty) Ltd.
Email: [email protected]: +27(0)21 - 552-4949Fax: +27(0)21 - 552-4291
Century City, Cape Town, South AfricaThe Estuaries, 11 Oxbow Crescent,
www.triocon.co.za
SYMBOL FITTING DESCRIPTION
LEGEND
16A DEDICATED SWITCHEDSOCKET OUTLET
16A NORMAL SWITCHEDSOCKET OUTLET
SINGLE-SOCKETPOWER OUTL.
SINGLE-SOCKETPOWER OUTL.
DOUBLE-SOCKETPOWER OUTL.
DOUBLE POLEISOLATORSWITCHTRIPLE POLEISOLATORSWITCHPOWER POLE
DATE: 2016-07-21 PROJECT NO: 0616 DRAWING NO: 2-03
AutoCAD SHX TextFIRE ESCAPE
AutoCAD SHX TextEXIST. BULKHEAD BELOW
AutoCAD SHX TextFEMALES
AutoCAD SHX TextShop DFS 06 CELLINI 76.7m
AutoCAD SHX TextShop DFS 07 CAPE FARM & GIFT EMPORIUM 70.5m
AutoCAD SHX TextDB
AutoCAD SHX Textproposed freezer - layout by others
AutoCAD SHX Textproposed cold room - layout by others
AutoCAD SHX Textproposed scullery - layout by others
AutoCAD SHX Textproposed dry store - layout by others
AutoCAD SHX Textproposed receiving - layout by others
AutoCAD SHX Textproposed cooking area - layout by others
AutoCAD SHX Text1500mm high wall
AutoCAD SHX Textproposed liquor store - layout by others
AutoCAD SHX Textproposed office - layout by others
AutoCAD SHX TextREV No.
AutoCAD SHX TextSCALE
AutoCAD SHX TextDRAWING No.
AutoCAD SHX TextDESIGNED
AutoCAD SHX TextCHECKED
AutoCAD SHX TextDATE
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDRAWING SERVICE
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextCLIENT
AutoCAD SHX TextPROJECT
AutoCAD SHX TextNo.
AutoCAD SHX TextDATE
AutoCAD SHX TextREVISIONS
-
4647 404142434445 39
C
D
E
F
G
H
J
K
484949 485050
NEWLOUNGE
515m
B 3-01B 3-01
A 3-01A 3-01
7177
1715
5 de
pth
of n
ew lo
unge
120
8905
PLANT /STORE
137.3m
1011121314151617181920212223
FED
3 245
67891011121314
151617181920212223
1950
2000
- 8x
trea
ds11
0020
00 -
8x tr
eads
1700
1500 wide stair
120
2800
pla
nt /
stor
e
1009
5 dr
y w
all
955
dry
wal
l65
90 d
ry w
all
2435
gla
zing
835
NE
W F
EA
TUR
E S
TAIR
to s
.eng
det
ail
120
38585 glazing
5430
2905 120120
2335
120
120
3145 lift 27546 lift
7340120 120 1420142012073401204540 3695120 120
2615 120 4605
525
9051590 120
3705
120
1500
120
120
3180
refu
ge
1201420120 73401205301202375120
1715
012
028
05
1240120 1300 120
1540
DB-MEZZ
P3
P2
D1
P1
LIFT SUPPLY.SEPARATE SUPPLYFOR LIGHTING.
150mm CABLE LADDERTO EXISTING DB
ELECTRICAL
T 06/10/2016 ISSUED FOR TENDER
I.D.T.NEW CENTRAL LOUNGE
ACSA - CTIA
MEZZANINE FLOORSMALL POWER LAYOUT
J.K OCT 2016
F.F 1:100(A1)
C2891E/SP1/M001 T
This drawing is copyright and remains the property of Triocon (Pty) Ltd.
Email: [email protected]: +27(0)21 - 552-4949Fax: +27(0)21 - 552-4291
Century City, Cape Town, South AfricaThe Estuaries, 11 Oxbow Crescent,
www.triocon.co.za
SYMBOL FITTING DESCRIPTION
LEGEND
16A DEDICATED SWITCHEDSOCKET OUTLET
16A NORMAL SWITCHEDSOCKET OUTLET
SINGLE-SOCKETPOWER OUTL.
SINGLE-SOCKETPOWER OUTL.
DOUBLE-SOCKETPOWER OUTL.
TRIPLE POLEISOLATORSWITCH
DATE: 2016-07-21 PROJECT NO: 0616 DRAWING NO: 2-04
AutoCAD SHX TextFIRE ESCAPE
AutoCAD SHX TextEXIST. BULKHEAD BELOW
AutoCAD SHX TextEXIST. DOUBLE VOLUME
AutoCAD SHX TextL
AutoCAD SHX TextM
AutoCAD SHX TextREV No.
AutoCAD SHX TextSCALE
AutoCAD SHX TextDRAWING No.
AutoCAD SHX TextDESIGNED
AutoCAD SHX TextCHECKED
AutoCAD SHX TextDATE
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDRAWING SERVICE
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextCLIENT
AutoCAD SHX TextPROJECT
AutoCAD SHX TextNo.
AutoCAD SHX TextDATE
AutoCAD SHX TextREVISIONS
-
70mmx4CORE SWA PVC CU CABLE + 35mm B.C.E 16mmxCORE SWA PVC CU CABLE + 6mm B.C.E
SHEE
T MET
AL BA
RRIER
Email: [email protected]: +27(0)21 - 552-4949Fax: +27(0)21 - 552-4291
Century City, Cape Town, South AfricaThe Estuaries, 11 Oxbow Crescent,
www.triocon.co.za
This drawing is copyright and remains the property of Triocon (Pty) Ltd.
ELECTRICAL
I.D.T.SHOP 5 MEZZANINE
ACSA
DB-1SCHEMATIC
J.K OCT 2016F.F 1:100(A1)
C2891E/SP4/0201 T
SECOND FLOOR
T 06/10/2016 ISSUED FOR TENDER
X
X
X
X
X
X
X
X
TERMINAL
DIRECT - ONLINE STARTER
SYMBOL FITTING DESCRIPTIONSCHEMATIC LEGEND-01
X
X
ISOLATOR
CIRCUIT BREAKEREARTH LEAKAGE RELAYCONTACT
CONTACTOR
PHOTOCELL
TIMER
MOTION SENSOR
-
16mmx4 CORE SWA PVC CU CABLE + 10mm B.C.E 4mmx 2 CORE SWA PVC CU CABLE + 2.5mm B.C.E
SHEE
T MET
AL BA
RRIER
Email: [email protected]: +27(0)21 - 552-4949Fax: +27(0)21 - 552-4291
Century City, Cape Town, South AfricaThe Estuaries, 11 Oxbow Crescent,
www.triocon.co.za
This drawing is copyright and remains the property of Triocon (Pty) Ltd.
ELECTRICAL
I.D.T.SHOP 5 MEZZANINE
ACSA
DB-2SCHEMATIC
J.K OCT 2016F.F 1:100(A1)
C2891E/SP4/0202 T
SECOND FLOOR
T 06/10/2016 ISSUED FOR TENDER
X
X
X
X
X
X
X
X
TERMINAL
DIRECT - ONLINE STARTER
SYMBOL FITTING DESCRIPTIONSCHEMATIC LEGEND-01
X
X
ISOLATOR
CIRCUIT BREAKEREARTH LEAKAGE RELAYCONTACT
CONTACTOR
PHOTOCELL
TIMER
MOTION SENSOR
-
16mmx4 CORE SWA PVC CU CABLE + 10mm B.C.E 4mmx 2 CORE SWA PVC CU CABLE + 2.5mm B.C.E
SHEE
T MET
AL BA
RRIER
Email: [email protected]: +27(0)21 - 552-4949Fax: +27(0)21 - 552-4291
Century City, Cape Town, South AfricaThe Estuaries, 11 Oxbow Crescent,
www.triocon.co.za
This drawing is copyright and remains the property of Triocon (Pty) Ltd.
ELECTRICAL
I.D.T.SHOP 5 MEZZANINE
ACSA
DB-1SCHEMATIC
J.K OCT 2016F.F 1:100(A1)
C2891E/SP4/M001 T
MEZZANINE FLOOR
T 06/10/2016 ISSUED FOR TENDER
X
X
X
X
X
X
X
X
TERMINAL
DIRECT - ONLINE STARTER
SYMBOL FITTING DESCRIPTIONSCHEMATIC LEGEND-01
X
X
ISOLATOR
CIRCUIT BREAKEREARTH LEAKAGE RELAYCONTACT
CONTACTOR
PHOTOCELL
TIMER
MOTION SENSOR
-
ELECTRONICS TENDER DRAWINGS
-
SNP
MALES
ROOMBABY
TILES
EXISTING BA LOUNGE
4647 404142434445 39
A
B
C
D
E
F
G
H
J
K
484949 485050
26040
05
SHOP 05ex. porcelain tiles
430m
EXISTING PASSAGE
3170
120
1800
9290
110
110
1800
RECEPTION52.2m
1314
5
1425
12345
120
NEW FEATURE STAIRto s.eng detail
3 24 1
B 3-01B 3-01
A 3-01A 3-01
210
120
715
120
1500
120
1420
NEW FIRE ESC STAIR
7865
1500 wide stair
5310
2905 120120
3025 lift 22905
4565
3180
1800
12051202375120
OVO
VO
VO
VO
V
OV
OV
OV
OV
OV
OV
OV
OV
OV
OV
OV
OV
OV
OV
OV
OV
OV
OV
OV
OVO V
OV
OV
OV
OVO
VO
VO
VO
V LRY
LRYLRY
LRY
OV
O O
O
O
O
O
OO O
O O
O
O
O
O
O
O
O
O
H
H
ELECTRONIC
T 14/10/2016 ISSUED FOR TENDER
I.D.T.NEW CENTRAL LOUNGE
ACSA - CTIA
SECOND FLOORFIRE DETECTION LAYOUT
P.H. OCTOBER 2016
N.P. 1:100(A1)
C2891L/FD1/0201 T
This drawing is copyright and remains the property of Triocon (Pty) Ltd.
Email: [email protected]: +27(0)21 - 552-4949Fax: +27(0)21 - 552-4291
Century City, Cape Town, South AfricaThe Estuaries, 11 Oxbow Crescent,
www.triocon.co.za
H
O
ADDRESSABLE HEAT DETECTOR
RED BREAK GLASS UNIT
SYMBOL DESCRIPTION
FIRE DETECTION
OPTICAL SMOKE DETECTOR
FIRE DETECTION PANEL
BEACON/STROBE
ALARM SOUNDER
LINE RELAY
O OPTICAL SMOKE DETECTOR INCEILING VOID (VOID DETECTOR)V
LRY
NOTES:1. LINE RELAYS TO BE CO-ORDINATED
WITH MECHANICAL LAYOUTS.2. FIRE DETECTION TO BE LINKED TO
SPRINKLER SYSTEM.3. REMOTE INDICATION TO BE PROVIDED
FOR VOID DETECTION.4. FIRE DETECTION LINKED TO EXISTING
FIRE DETECTION LOOP
DATE: 2016-07-21 PROJECT NO: 0616 DRAWING NO: 2-03
AutoCAD SHX TextFIRE ESCAPE
AutoCAD SHX TextEXIST. BULKHEAD BELOW
AutoCAD SHX TextFEMALES
AutoCAD SHX TextL
AutoCAD SHX TextM
AutoCAD SHX TextShop DFS 06 CELLINI 76.7m
AutoCAD SHX TextShop DFS 07 CAPE FARM & GIFT EMPORIUM 70.5m
AutoCAD SHX TextDB
AutoCAD SHX Textproposed freezer - layout by others
AutoCAD SHX Textproposed cold room - layout by others
AutoCAD SHX Textproposed scullery - layout by others
AutoCAD SHX Textproposed dry store - layout by others
AutoCAD SHX Textproposed receiving - layout by others
AutoCAD SHX Textproposed cooking area - layout by others
AutoCAD SHX Text1500mm high wall
AutoCAD SHX Textproposed liquor store - layout by others
AutoCAD SHX Textproposed office - layout by others
AutoCAD SHX TextREV No.
AutoCAD SHX TextSCALE
AutoCAD SHX TextDRAWING No.
AutoCAD SHX TextDESIGNED
AutoCAD SHX TextCHECKED
AutoCAD SHX TextDATE
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDRAWING SERVICE
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextCLIENT
AutoCAD SHX TextPROJECT
AutoCAD SHX TextNo.
AutoCAD SHX TextDATE
AutoCAD SHX TextREVISIONS
-
4647 404142434445 39
C
D
E
F
G
H
J
K
484949 485050
NEWLOUNGE
515m
B 3-01B 3-01
A 3-01A 3-01
7177
1715
5 de
pth
of n
ew lo
unge
120
8905
PLANT /STORE
137.3m
1011121314151617181920212223
FED
3 245
67891011121314
151617181920212223
1950
2000
- 8x
trea
ds11
0020
00 -
8x tr
eads
1700
1500 wide stair
120
2800
pla
nt /
stor
e
1009
5 dr
y w
all
955
dry
wal
l65
90 d
ry w
all
2435
gla
zing
835
NE
W F
EA
TUR
E S
TAIR
to s
.eng
det
ail
120
38585 glazing
5430
2905 120120
2335
120
120
3145 lift 27546 lift
7340120 120 1420142012073401204540 3695120 120
2615 120 4605
525
9051590 120
3705
120
1500
120
120
3180
refu
ge
1201420120 73401205301202375120
1715
012
028
05
1240120 1300 120
1540
LRY
NOTE 3
O
O
O
O
O
O
O
O
O
O O
O
O
OO
O
OO
LRY LRY
O
LRY
LRY LRY
I
INTERCOM (POE)
This drawing is copyright and remains the property of Triocon (Pty) Ltd.
Email: [email protected]: +27(0)21 - 552-4949Fax: +27(0)21 - 552-4291
Century City, Cape Town, South AfricaThe Estuaries, 11 Oxbow Crescent,
www.triocon.co.za
ELECTRONIC
T 14/10/2016 ISSUED FOR TENDER
I.D.T.NEW CENTRAL LOUNGE
ACSA - CTIA
MEZZANINE FLOORFIRE DETECTION LAYOUT
P.H. OCTOBER 2016
N.P. 1:100(A1)
C2891L/FD1/M001 T
H
O
ADDRESSABLE HEAT DETECTOR
RED BREAK GLASS UNIT
SYMBOL DESCRIPTION
FIRE DETECTION
OPTICAL SMOKE DETECTOR
FIRE DETECTION PANEL
BEACON/STROBE
ALARM SOUNDER
LINE RELAY
O OPTICAL SMOKE DETECTOR INCEILING VOID (VOID DETECTOR)V
LRY
NOTES:1. LINE RELAYS TO BE CO-ORDINATED
WITH MECHANICAL LAYOUTS.2. FIRE DETECTION TO BE LINKED TO
SPRINKLER SYSTEM.3. TELEPHONE / INTERCOM SYSTEM TO
BE INSTALLED
DATE: 2016-07-21 PROJECT NO: 0616 DRAWING NO: 2-04
AutoCAD SHX TextFIRE ESCAPE
AutoCAD SHX TextEXIST. BULKHEAD BELOW
AutoCAD SHX TextEXIST. DOUBLE VOLUME
AutoCAD SHX TextL
AutoCAD SHX TextM
AutoCAD SHX TextREV No.
AutoCAD SHX TextSCALE
AutoCAD SHX TextDRAWING No.
AutoCAD SHX TextDESIGNED
AutoCAD SHX TextCHECKED
AutoCAD SHX TextDATE
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDRAWING SERVICE
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextCLIENT
AutoCAD SHX TextPROJECT
AutoCAD SHX TextNo.
AutoCAD SHX TextDATE
AutoCAD SHX TextREVISIONS
-
SNP
MALES
ROOMBABY
TILES
EXISTING BA LOUNGE
4647 404142434445 39
A
B
C
D
E
F
G
H
J
K
484949 485050
26040
05
SHOP 05ex. porcelain tiles
430m
EXISTING PASSAGE
3170
120
1800
9290
110
110
1800
RECEPTION52.2m
1314
5
1425
12345
120
NEW FEATURE STAIRto s.eng detail
3 24 1
B 3-01B 3-01
A 3-01A 3-01
210
120
715
120
1500
120
1420
NEW FIRE ESC STAIR
7865
1500 wide stair
5310
2905 120120
3025 lift 22905
4565
3180
1800
12051202375120
P.A.HUB
ELECTRONIC
T 14/10/2016 ISSUED FOR TENDER
I.D.T.NEW CENTRAL LOUNGE
ACSA -CTIA
SECOND FLOORPUBLIC ADDRESS LAYOUT
P.H. OCTOBER 2016
D.S 1:100(A1)
C2891L/PA1/0201 T
This drawing is copyright and remains the property of Triocon (Pty) Ltd.
Email: [email protected]: +27(0)21 - 552-4949Fax: +27(0)21 - 552-4291
Century City, Cape Town, South AfricaThe Estuaries, 11 Oxbow Crescent,
www.triocon.co.za
NOTES:
P.A. SPEAKERSYMBOL FITTING DESCRIPTION
LEGEND
DESKTOPMICROPHONE
CEILING MOUNTED
MIC
P.A. RACK MOUNTDISTRIBUTIONEQUIPMENT
P.A.HUB
BOSALCONDUIT
25mm
WALL MOUNTEDSPEAKEROUTLET
DATE: 2016-07-21 PROJECT NO: 0616 DRAWING NO: 2-03
AutoCAD SHX TextFIRE ESCAPE
AutoCAD SHX TextEXIST. BULKHEAD BELOW
AutoCAD SHX TextFEMALES
AutoCAD SHX TextL
AutoCAD SHX TextM
AutoCAD SHX TextShop DFS 06 CELLINI 76.7m
AutoCAD SHX TextShop DFS 07 CAPE FARM & GIFT EMPORIUM 70.5m
AutoCAD SHX TextDB
AutoCAD SHX Textproposed freezer - layout by others
AutoCAD SHX Textproposed cold room - layout by others
AutoCAD SHX Textproposed scullery - layout by others
AutoCAD SHX Textproposed dry store - layout by others
AutoCAD SHX Textproposed receiving - layout by others
AutoCAD SHX Textproposed cooking area - layout by others
AutoCAD SHX Text1500mm high wall
AutoCAD SHX Textproposed liquor store - layout by others
AutoCAD SHX Textproposed office - layout by others
AutoCAD SHX TextREV No.
AutoCAD SHX TextSCALE
AutoCAD SHX TextDRAWING No.
AutoCAD SHX TextDESIGNED
AutoCAD SHX TextCHECKED
AutoCAD SHX TextDATE
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDRAWING SERVICE
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextCLIENT
AutoCAD SHX TextPROJECT
AutoCAD SHX TextNo.
AutoCAD SHX TextDATE
AutoCAD SHX TextREVISIONS
-
4647 404142434445 39
C
D
E
F
G
H
J
K
484949 485050
NEWLOUNGE
515m
B 3-01B 3-01
A 3-01A 3-01
7177
1715
5 de
pth
of n
ew lo
unge
120
8905
PLANT /STORE
137.3m
1011121314151617181920212223
FED
3 245
67891011121314
151617181920212223
1950
2000
- 8x
trea
ds11
0020
00 -
8x tr
eads
1700
1500 wide stair
120
2800
pla
nt /
stor
e
1009
5 dr
y w
all
955
dry
wal
l65
90 d
ry w
all
2435
gla
zing
835
NE
W F
EA
TUR
E S
TAIR
to s
.eng
det
ail
120
38585 glazing
5430
2905 120120
2335
120
120
3145 lift 27546 lift
7340120 120 1420142012073401204540 3695120 120
2615 120 4605
525
9051590 120
3705
120
1500
120
120
3180
refu
ge
1201420120 73401205301202375120
1715
012
028
05
1240120 1300 120
1540
This drawing is copyright and remains the property of Triocon (Pty) Ltd.
Email: [email protected]: +27(0)21 - 552-4949Fax: +27(0)21 - 552-4291
Century City, Cape Town, South AfricaThe Estuaries, 11 Oxbow Crescent,
www.triocon.co.za
ELECTRONIC
T 14/10/2016 ISSUED FOR TENDER
I.D.T.NEW CENTRAL LOUNGE
ACSA - CTIA
MEZZANINE FLOORPUBLIC ADDRESS LAYOUT
P.H. OCTOBER 2016
D.S 1:100(A1)
C2891L/PA1/M001 T
NOTES:1. PA SPEAKERS TO BE LINKED TO LOWER
FLOOR P.A. HUB
P.A. SPEAKERSYMBOL FITTING DESCRIPTION
LEGEND
DESKTOPMICROPHONE
CEILING MOUNTED
MIC
P.A. RACK MOUNTDISTRIBUTIONEQUIPMENT
P.A.HUB
BOSALCONDUIT
25mm
WALL MOUNTEDSPEAKEROUTLET
DATE: 2016-07-21 PROJECT NO: 0616 DRAWING NO: 2-04
AutoCAD SHX TextFIRE ESCAPE
AutoCAD SHX TextEXIST. BULKHEAD BELOW
AutoCAD SHX TextEXIST. DOUBLE VOLUME
AutoCAD SHX TextL
AutoCAD SHX TextM
AutoCAD SHX TextREV No.
AutoCAD SHX TextSCALE
AutoCAD SHX TextDRAWING No.
AutoCAD SHX TextDESIGNED
AutoCAD SHX TextCHECKED
AutoCAD SHX TextDATE
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDRAWING SERVICE
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextCLIENT
AutoCAD SHX TextPROJECT
AutoCAD SHX TextNo.
AutoCAD SHX TextDATE
AutoCAD SHX TextREVISIONS
-
FIRE INSTALLATION TENDER DRAWINGS
-
505051 4949 4848 4647 45 4344 42 41 40 39
DB
12345
3 24 1
21 treads @ 250mm23 risers @ 165mm
05
SHOP 05418.2m
RECEPTION66.7m
21 treads @ 250mm23 risers @ 165mm
NEW FEATURE STAIRto s.eng detail
FIRE ESCAPE STAIRto s.eng detail
TIE NEW SPRINKLER MAINSPIPE INTO EXISTING SYSTEM
100
100 100
SECTION OF SPRINKLERS UNDERSTAIR FOLLOW DIAGONAL
PROFILE OF STAIRCASE.
NEW 1-OFF 4,5kgEXTINGUISHER
NEW 1-OFF 4,5kgEXTINGUISHER
EXISTING SPRINKLER TO BECAPPED AND MADE SAFEDURING CONSTRUCTION
This drawing is copyright and remains the property of Triocon (Pty) Ltd.
Email: [email protected]: +27(0)21 - 552-4949Fax: +27(0)21 - 552-4291
Century City, Cape Town, South AfricaThe Estuaries, 11 Oxbow Crescent,
www.triocon.co.za
ELE
CTR
ICA
L
ELE
CTR
ON
IC
ME
CH
AN
ICA
L
CO
NS
ULT
ING
EN
GIN
EE
RS
T ISSUED FOR TENDER
OCTOBER 2016
1:100 (A1)
T1
N.M.
C2891/FP1/0201
FIRE PROTECTION
SECOND FLOOR
A.M.
CAPE TOWN
HYDRAULIC FIRE
14/10/2016
SHOP 5 IDT-ACSA
INTERNATIONAL AIRPORT
SYSTEMS LAYOUT
LEGEND
DCP B(E) EXTINGUISHER
FIRE HOSE REEL
FIRE HYDRANT
EXISTING FIRE SPRINKLER TOREMAIN ON CURRENT POSITIONS.
NEW OR EXISTING FIRE SPRINKLERTO BE REPOSITIONED
T1 ISSUED FOR TENDER15/11/2016
AutoCAD SHX TextREV No.
AutoCAD SHX TextSCALE
AutoCAD SHX TextDRAWING No.
AutoCAD SHX TextDESIGNED
AutoCAD SHX TextCHECKED
AutoCAD SHX TextDATE
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDRAWING SERVICE
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextCLIENT
AutoCAD SHX TextPROJECT
AutoCAD SHX TextNo.
AutoCAD SHX TextDATE
AutoCAD SHX TextREVISIONS
-
EXISTING SPRINKLER HEADSINSIDE SITE BOUNDARY TOBE REMOVED & CAPEDDURING CONSTRUCTION.
4647 404142434445 3839484949 485050
NEWLOUNGE
515m
B 3-01B 3-01
A 3-01A 3-01
PLANT /STORE
137.3m
1011121314151617181920212223
FED
3 245
67891011121314
151617181920212223
NE
W F
EA
TUR
E S
TAIR
to s
.eng
det
ail
NEW FHR & 2-OFF4,5kg EXTINGUISHERS
NEWHYDRANT
NEW FHR & 2-OFF4,5kg EXTINGUISHERS
REPOSITION EXISTINGROOF LEVEL SPRINKLERS
TO 500mm AWAY FROMTHE GLASS FACADE.
REMOVEEXISTINGSPRINKLERS.
REPOSITION EXISTINGROOF LEVEL SPRINKLERSTO 500mm AWAY FROMTHE GLASS FACADE.
REPOSITION EXISTINGROOF LEVEL SPRINKLERSTO 500mm AWAY FROMTHE GLASS FACADE.
This drawing is copyright and remains the property of Triocon (Pty) Ltd.
Email: [email protected]: +27(0)21 - 552-4949Fax: +27(0)21 - 552-4291
Century City, Cape Town, South AfricaThe Estuaries, 11 Oxbow Crescent,
www.triocon.co.za
ELE
CTR
ICA
L
ELE
CTR
ON
IC
ME
CH
AN
ICA
L
CO
NS
ULT
ING
EN
GIN
EE
RS
T ISSUED FOR TENDER
OCTOBER 2016
1:100 (A1)
T1
N.M.
C2891/FP1/M001
FIRE PROTECTION
MEZZANINE FLOOR
A.M.
CAPE TOWN
HYDRAULIC FIRE
14/10/2016
SHOP 5 IDT-ACSA
INTERNATIONAL AIRPORT
LEGEND
DCP B(E) EXTINGUISHER
FIRE HOSE REEL
FIRE HYDRANT
EXISTING FIRE SPRINKLERS.
SYSTEMS LAYOUT
NEW / EXISTING FIRE SPRINKLERSTO BE REPOSITIONED.
T1 ISSUED FOR TENDER14/10/2016
AutoCAD SHX TextFIRE ESCAPE
AutoCAD SHX TextEXIST. BULKHEAD BELOW
AutoCAD SHX TextEXIST. DOUBLE VOLUME
AutoCAD SHX TextREV No.
AutoCAD SHX TextSCALE
AutoCAD SHX TextDRAWING No.
AutoCAD SHX TextDESIGNED
AutoCAD SHX TextCHECKED
AutoCAD SHX TextDATE
AutoCAD SHX TextDRAWN
AutoCAD SHX TextDRAWING SERVICE
AutoCAD SHX TextDESCRIPTION
AutoCAD SHX TextCLIENT
AutoCAD SHX TextPROJECT
AutoCAD SHX TextNo.
AutoCAD SHX TextDATE
AutoCAD SHX TextREVISIONS
-
FIRE PROTECTION TENDER DRAWINGS
-
509-28-06-T7_3D VIEWS-A1.pdfSheetsA.509-28/06 - 3D VIEWS
509-28-07-T6_SECTIONS & DETAILS-A1.pdfSheetsA.509-28/07 - SECTIONS & DETAILS
509-28-09-T4_STAIR 2 PLANS, SECTIONS & DETAILS-A2.pdfSheetsA.509-28/09 - STAIR 2 PLANS, SECTIONS & DETAILS
509-28-10-T2_LIFT PIT CONSTRUCTION PROCEDURE-A1.pdfSheetsA.509-28/10 - LIFT PIT CONSTRUCTION PROCEDURE
509-28-01-T3_GENERAL NOTES-A2.pdfSheetsA.509-28/01 - GENERAL NOTES
509-28-02-T6_SECOND STOREY PLAN-A1.pdfSheetsA.509-28/02 - SECOND STOREY PLAN
509-28-03-T6_MEZZANINE STOREY STEEL BM PLAN-A1.pdfSheetsA.509-28/03 - MEZZANINE STOREY STEEL BEAM PLAN
509-28-04-T6_MEZZANINE STOREY PLAN-A1.pdfSheetsA.509-28/04 - MEZZANINE STOREY PLAN
509-28-05-T7_SECTIONS & DETAILS-A1.pdfSheetsA.509-28/05 - SECTIONS & DETAILS
C2891E-LG1-0201 RT.PDFSheets and ViewsC2891E-LG1-0201 RT-A1_LV
C2891E-LG1-M001 RT.PDFSheets and ViewsC2891E-LG1-M001 RT-A1_LV
C2891E-SP1-0201 RT.PDFSheets and ViewsC2891E-SP1-0201 RT-A1_LV
C2891E-SP1-M001 RT.PDFSheets and ViewsC2891E-SP1-M001 RT-A1_LV
C2891L-FD1-0201 RT.PDFSheets and ViewsC2891L-FD1-0201 RT-DRAWING
C2891L-FD1-M001 RT.PDFSheets and ViewsC2891L-FD1-M001 RT-DRAWING
C2891L-PA1-0201 RT.PDFSheets and ViewsC2891L-PA1-0201 RT-DRAWING
C2891L-PA1-M001 RT.PDFSheets and ViewsC2891L-PA1-M001 RT-DRAWING
C2891M-FP1-0201-RT1.pdfSheets and ViewsC2891M-FP1-0201
C2891M-FP1-M001-RT1.pdfSheets and ViewsC2891M-FP1-M001