tender drawings a3 - etenders.gov.za. cia 107-2017...diagram 1: site access plan 1:2000 notes...

PROJECT MANAGERS TENDER DRAWINGS

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

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.



DIAGRAM 2: CONTRACTORS SITE PLANLE RSS

0616

9-01 12016.10.18 1:250 @ A3




CONTRACTORS SITEINCL.HOARDINGROOF WALKWAYCRANE

CIRCULATION

2nd FLOORF & B TENANCY

3rdNEW CENTRAL LOUNGE

1 03.07.2017 LE GENERAL UPDATE

EXISTING TERMINALESCAPE & ACCESS ROUTES

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.


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.



TEMPORARY ACCESS TO SECOND FLOOR1:100


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

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


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.



DIAGRAM 4: SECOND FLOOR HOARDING PLANLE RSS

0616

9-03 22016.10.18 1:200 @ A3




KEY PLAN1:2000


DIAGRAM 4: SECOND FLOOR PLAN1:200


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.



DIAGRAM 5: GROUND FLOOR HOARDING PLANLE RSS

0616

9-02 22016.10.18 1:200 @ A3




KEY PLAN1:2000



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.



LE RSS

0616

9-05 22016.06.28 1:500 @ A3




DIAGRAM 6: GROUND FLOOR SITE ACCESS



N

M

K

L

J

H

G

F

D

E

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.



LE RSS

0616

9-10 12016.06.28 1:500 @ A3




DIAGRAM 7: SECOND FLOOR ESCAPE PLAN

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


EXISTINGPLANT ROOM


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.



DIAGRAM 8: CONSTRUCTION SITE DEMARCATIONLE RSS

0616

9-03 02017.07.19 1:200 @ A3




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





NOTES

AMENDMENTS

Pr.Eng.


DWG. NO.SCALE REV



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



SECOND STOREY PLAN

A.509-28/02



T3 08/11/16 JKW FOR TENDER: STAIR MOVED, BEAMS AMENDED,OPENINGS REMOVED

T4 28/11/16 JKW FOR TENDER: COLUMNS ADDED & REMOVED



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





NOTES

AMENDMENTS

Pr.Eng.


DWG. NO.SCALE REV



SPECIFICATIONS



1 : 100 T6

BS BS RGD



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




T4 28/11/16 JKW FOR TENDER: BEAMS & SLAB AMENDED, COLUMNSADDED & REMOVED



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





NOTES

AMENDMENTS

Pr.Eng.


DWG. NO.SCALE REV



SPECIFICATIONS



1 : 100 T6

BS JKW RGD



MEZZANINE STOREYPLAN

A.509-28/04







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




474645

.SFL=59370

LIFT PITSFL=50470

6000 6000


150

140mm BONDEK SLAB (1.0mm SHEET)25MPa CONCRETE (MESH REF 245)

2300

2173

CASTELLATED BM

200x75x23 PFC

200x75x23 PFC

PLATE GIRDER

LIFT PIT


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





NOTES

AMENDMENTS

Pr.Eng.


DWG. NO.SCALE REV



SPECIFICATIONS


T7

BS BS RGD



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











NOTES

AMENDMENTS

Pr.Eng.


DWG. NO.SCALE REV



SPECIFICATIONS


T7

BS BS RGD



3D VIEWS

N/A A.509-28/06

T1 12/09/16 BS PRELIMINARY DRAWING







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



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


533x210x92 T)



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


533x210x92 T)


J

..SFL=54690

2/14

0x8m

m P L


533x210x92 T)

1040x300 PG (8W, 30F)CRANKED

2/14

0x8m

m P L

EXISTING RC BM


46

457x191x67UB

152x152x37H COL

2x16mm OSB

CALCIUM SILICATE 2HR RATING

485

533x210x82UB


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





NOTES

AMENDMENTS

Pr.Eng.


DWG. NO.SCALE REV



SPECIFICATIONS


T6

BS JKW RGD



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



T3 08/11/16 JKW FOR TENDER: BEAMS AMENDED




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



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



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



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


250

50

M12 HSA

BA

SE

PLA

TE

10 m

m

200x75 PFC


M12 HSA

6mm FOLDED PLATE

33

35

35


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


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





NOTES

AMENDMENTS

Pr.Eng.


DWG. NO.SCALE REV



SPECIFICATIONS


T3

BS JKW RGD



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


T2 18/05/17 JKW FOR TENDER: PROJECT TITLE AMENDED,MEMBERSADDED, DETAIL 4 ADDED


42

H

2135

1500

1340

3

3

SFL= 52070


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



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


810x210x82 CASTELLATED

BM (ex. 533x210x92 T)_


M12 HSA

200x75 PFC


M12 HSA

6mm FOLDED PLATE

250

163

247

50

BA

SE

PLA

TE

10 m

m

3516

3F

INIS

H50

mm

35

33



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




SPECIFICATIONS




NOTES

AMENDMENTS

Pr.Eng.


DWG. NO.SCALE REV

T4

BS JKW RGD



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


1 : 10

DETAIL 1

1 : 10

DETAIL 2

1 : 10

DETAIL 4


T2 08/11/16 JKW FOR TENDER: STAIR MOVED, BEAMS AMENDED




46

LIFT PITSFL=50470

150

650mm RC COL

500

500

CONSTRUCT BASE, COLUMN & LIFT PIT BASE


1

1

1



46

LIFT PITSFL=50470


250 RC

WALL

CONSTRUCT RC WALLS TO UNDERSIDE OF RIBS

250 2502000

500

925 2 2

675


2



46

LIFT PITSFL=50470

11

11

11 MIRRORED

11 MIRRORED


CONCRETE CORBEL

CONSTRUCT CONCRETE CORBELS, BREAK OUT SLAB & INSTALL 2No. 152x152x37H STRUTS

675

450

450

475

3 33152x152x37H

1000

800 1000

EQ

EQ

3



46

LIFT PITSFL=50470


DEMOLISH 3No. RIBS


STRESSED TENDON

4



46

LIFT PITSFL=50470


ANCHOR TENDONS, CAST REMAINING PORTION OF LIFT PIT WALL& REMOVE 152x152x37H STRUTS

250 RC W

ALL


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


ERIBS ENCASED IN

CONCRETE CORBEL

152x152x37H STRUT

675

1000

EQ EQ EQ EQ





NOTES

AMENDMENTS

Pr.Eng.


DWG. NO.SCALE REV



SPECIFICATIONS



1 : 50 T2

BS JKW RGD



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



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 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



ACSA - CTIA

MEZZANINE FLOORLIGHTING LAYOUT

J.K OCT 2016

F.F 1:100(A1)

C2891E/LG1/M001 T




www.triocon.co.za

LASCON C1028W LED (ORSIMILAR)


LEGEND

ADISTRIBUTIONBOARD

SINGLE-LEVERLIGHT SWITCH

P8000TRUNKING




AutoCAD SHX TextEXIST. DOUBLE VOLUME

AutoCAD SHX TextL

AutoCAD SHX TextM












AutoCAD SHX TextNo.



P2DB-1

SNP

MALES

ROOMBABY

TILES

EXISTING BA LOUNGE

4647 404142434445 39484949 48

26040

05


430m

EXISTING PASSAGE

3170

120

1800

9290

110

110

1800

RECEPTION52.2m

1314

5

1425

12345

120


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



ACSA -CTIA

SECOND FLOORSMALL POWER LAYOUT

J.K OCT 2016

F.F 1:100(A1)

C2891E/SP1/0201 T




www.triocon.co.za


LEGEND

16A DEDICATED SWITCHEDSOCKET OUTLET

16A NORMAL SWITCHEDSOCKET OUTLET

SINGLE-SOCKETPOWER OUTL.


DOUBLE-SOCKETPOWER OUTL.

DOUBLE POLEISOLATORSWITCHTRIPLE POLEISOLATORSWITCHPOWER POLE







AutoCAD SHX TextDB





















AutoCAD SHX TextNo.



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


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



ACSA - CTIA

MEZZANINE FLOORSMALL POWER LAYOUT

J.K OCT 2016

F.F 1:100(A1)

C2891E/SP1/M001 T




www.triocon.co.za


LEGEND

16A DEDICATED SWITCHEDSOCKET OUTLET

16A NORMAL SWITCHEDSOCKET OUTLET



DOUBLE-SOCKETPOWER OUTL.

TRIPLE POLEISOLATORSWITCH





AutoCAD SHX TextL

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AutoCAD SHX TextNo.



70mmx4CORE SWA PVC CU CABLE + 35mm B.C.E 16mmxCORE SWA PVC CU CABLE + 6mm B.C.E

SHEE

T MET

AL BA

RRIER



www.triocon.co.za


ELECTRICAL

I.D.T.SHOP 5 MEZZANINE

ACSA

DB-1SCHEMATIC

J.K OCT 2016F.F 1:100(A1)

C2891E/SP4/0201 T

SECOND FLOOR


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



www.triocon.co.za


ELECTRICAL


ACSA

DB-2SCHEMATIC

J.K OCT 2016F.F 1:100(A1)

C2891E/SP4/0202 T

SECOND FLOOR


X

X

X

X

X

X

X

X

TERMINAL



X

X

ISOLATOR


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



www.triocon.co.za


ELECTRICAL


ACSA

DB-1SCHEMATIC

J.K OCT 2016F.F 1:100(A1)

C2891E/SP4/M001 T

MEZZANINE FLOOR


X

X

X

X

X

X

X

X

TERMINAL



X

X

ISOLATOR


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


430m

EXISTING PASSAGE

3170

120

1800

9290

110

110

1800

RECEPTION52.2m

1314

5

1425

12345

120


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



ACSA - CTIA

SECOND FLOORFIRE DETECTION LAYOUT

P.H. OCTOBER 2016

N.P. 1:100(A1)

C2891L/FD1/0201 T




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





AutoCAD SHX TextL

AutoCAD SHX TextM



AutoCAD SHX TextDB





















AutoCAD SHX TextNo.



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


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)




www.triocon.co.za

ELECTRONIC



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





AutoCAD SHX TextL

AutoCAD SHX TextM












AutoCAD SHX TextNo.



SNP

MALES

ROOMBABY

TILES

EXISTING BA LOUNGE

4647 404142434445 39

A

B

C

D

E

F

G

H

J

K

484949 485050

26040

05


430m

EXISTING PASSAGE

3170

120

1800

9290

110

110

1800

RECEPTION52.2m

1314

5

1425

12345

120


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



ACSA -CTIA

SECOND FLOORPUBLIC ADDRESS LAYOUT

P.H. OCTOBER 2016

D.S 1:100(A1)

C2891L/PA1/0201 T




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





AutoCAD SHX TextL

AutoCAD SHX TextM



AutoCAD SHX TextDB





















AutoCAD SHX TextNo.



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


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




www.triocon.co.za

ELECTRONIC



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





AutoCAD SHX TextL

AutoCAD SHX TextM












AutoCAD SHX TextNo.



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


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




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 TextNo.



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.




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 TextNo.



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

tender drawings a3 - etenders.gov.za. cia 107-2017...diagram 1: site access plan 1:2000 notes...

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