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S 8_GROUND FLOOR LEVEL
1387240
S 5_BASEMENT LVL -1
1383330
1 2 3 4 5 7
S 3_BASEMENT LVL -2
1380270
S 1_ BASEMENT LVL -3
1377210
S 4_BASEMENT LVL -1 INTERMEDIATE
1381800
S 2_BASEMENT LVL -2 INTERMEDIATE
1378740
S 9_FIRST FLOOR LEVEL
1391320
S 10_SECOND FLOOR LEVEL
1395230
S 11_THIRD FLOOR LEVEL
1399140
S 12_FOURTH FLOOR LEVEL
1403050
S 13_FIFTH FLOOR LEVEL
1406365
S 7_VEHICULAR ENTRANCE LEVEL
1385880
8 9 10 11
S 6_VEHICULAR ENTR. LVL INTERMEDIATE
1384860
6
S 14_LIFT ROOF LEVEL
1407565
CC
2003
DD
2004
BB
2002
AA
2001
EE
2005
BASEMENT LEVEL -3
BASEMENT LEVEL -2
BASEMENT LEVEL -1
VISITORS PARKING OFFICE AREA
OFFICE AREA
OFFICE AREA
OFFICE AREA
LANDSCAPED AREA
BASEMENT LEVEL -3
BASEMENT LEVEL -2
OFFICE AREA
OFFICE AREA
OFFICE AREA
BASEMENT LEVEL -1
MALE
LOBBYFIRE
ESCAPE 1
MALE
LOBBY
MALE
LOBBY
MALE
LOBBY
SERVICES AREA
STORE
ROOM
MECH.
VENTILATED
ROOF
LOBBY
BALCONY
LOBBY
LOBBY
LOBBY
1530153015301530153010201360408039103910391033151200
391030603060
30603060
2032510030
600 3900 8000 4610 2050 2420 4500 8000 3900 600
ST1-2
8001
BAL-122[Q36]
SCR-120[R10]
SCF-110[F50]
BAL-122[Q36]
STR-220[F50]
BAL-122[Q36]
MWS-112[H10]
MWS-114[H10]
RFW-520[J42]
EXTERIOR LOUVRE TO SCHEDULE
RAMP UP TO VEHICULAR ENTR. LVL
INTERMEDIATE
RAMP UP TO B-1 INTERMEDIATE
RAMP UP TO B-2 INTERMEDIATE
R.C SUSPENDED SLAB as per ENG. DRAWING
R.C SUSPENDED SLAB as per ENG. DRAWING
R.C SUSPENDED SLAB as per ENG. DRAWING
R.C SUSPENDED SLAB as per ENG. DRAWING
R.C SUSPENDED SLAB as per ENG. DRAWING
R.C SUSPENDED SLAB as per ENG. DRAWING
SCF-110[F50]
ISF-110[Q12]
ISF-110[Q12]
ISF-110[Q12]
SCF-110[F50]
MWS-114[H10]
STR-220[F50]
GRABRAIL TO DETAIL
GRABRAIL TO DETAIL
GRABRAIL TO DETAIL
GRABRAIL TO DETAIL
GRABRAIL TO DETAIL
GRABRAIL TO DETAIL
GRABRAIL TO DETAIL
BAL-122[Q36]
MWS-226[H10]
CRS-110[F50]
BAL-122[Q36]
SCF-110[F50]
SCF-110[F50]
CFS-210[F50]
MWS-112[H10]
MWS-114[H10]
STR-220[F50]
BAL-122[Q36]
MWS-114[H10]
MWS-226[H10]
CRS-110[F50]
RFW-520[J42]
10507653403570300361030036104225340
35153553555355
995515615680425
REINFORCEDLATERALSUPPORTWITHWICKDRAIN
WATERPROOFINGTOENGINEERSDETAILSPEC.
REINFORCEDLATERALSUPPORTWITHWICKDRAIN
WATERPROOFINGTOENGINEERSDETAILSPEC.
FILLING, FOUNDATIONS, COLUMN FOOTINGS AND DETAILS
AS PER ENGINEERS DRAWING.
SUBSOIL DRAINAGE TO ENGINEERS DRAWINGS
R.C UPSTAND TO ENG. DWG
SCR-310[R10]
CFS-210[F50]
SCR-310[R10]
CFS-210[F50]
MWS-112[H10]
RFW-512[J42} RFW-512[J42}
765340102551080
50
2053003580145
3780
FIRE
ESCAPE 1
FIRE
ESCAPE 1
FIRE
ESCAPE 1
FIRE
ESCAPE 1
FIRE
ESCAPE 1
FIRE
ESCAPE 1
ISF-110[Q12]
ISF-110[Q12]
ISF-110[Q12]
ISF-110[Q12]
SCF-110[F50]
MWS-114[H10]
MWS-114[H10]
MWS-114[H10]
DWP-134[M10]
MWS-114[H10]
MWS-114[H10]
MWS-114[H10]
MWS-114[H10]
MWS-114[H10]
DRT-510[L22]
MWS-114[H10]
MWS-114[H10]
MWS-114[H10]
MWS-114[H10]
DRT-312[L22]
MWS-184[H10]
MWS-184[H10]
SCF-110[F50]
SCF-110[F50]
MWS-184[H10]
MWS-184[H10]
SCF-110[F50]
SCF-110[F50]
REN-110[R20]
PAINT TO DRIVEWAY COLUMNS ONLY -
AS PER SIGNAGE PACKAGE
PAINT TO DRIVEWAY COLUMNS ONLY -
AS PER SIGNAGE PACKAGE
PAINT TO DRIVEWAY COLUMNS ONLY -
AS PER SIGNAGE PACKAGEMOTORBIKE LOCK RAIL TO DETAIL
ON HOLD
LVL 1406705
LVL 1407735
3555
340765
28528302551370
1703403945285
3115595
680
PLANTER
20055
BUILT-UP MEMBRANE
WATERPROOFING SYSTEM
KEYNOTE RFW-510[J42]
330
13571781
3139
4192720
LOUVRE CANOPY
795276079527607952720
755276027607952760795
7952930
SUSPENDED CEILING LINE
SUSPENDED CEILING LINE
SUSPENDED CEILING LINE
SUSPENDED CEILING LINE
SUSPENDED CEILING LINE
SUSPENDED CEILING LINE
TITLEPROJECTREVISION
1 AR
MENLYN MAINE
FOR
PROJECT
DRAWN BY:
PHASE
DRAWING STATUS
INFO TENDER CONSTRUCTION
REVISION
DATE:
DISCIPLINE BLOCK / SERIES / SUFFIX
All work is to be done in accordance with the National building
Regulations.
All materials and workmanship are to comply with the relevant
S.A.B.S. codes and or the specified international codes where
applicable in the Architectural specifications. Where relevant
South African National Standards, British Standards, BS codes of
practice, or Agrément Certificates applicable to the design exists,
the recommendations and requirements of such documents to be
considered a minimum standard for the works.
The contractor shall in all aspects of the works comply with the
provisions of the Occupational Health and Safety Act, 1993 (Act
No 85 of 1993) and any regulations promulgated in terms of that
Act or the Factories Machinery and Building Works Act of 1941.
The contractor shall set up, document and maintain a quality
assurance and quality control system, in accordance with SANS
9001/ISO 9001, able to be checked to the satisfaction of the
Architect, that all materials and workmanship, whatever their
sources, meet the requirements of the Specification. Should the
Contractor or any of his sub-contractors be certified to the SANS
9000 family of standards then monitor these works accordingly.
This drawing must be read in conjunction with all the relevant
drawings, schedules and specifications from B+P and all other
consultants related to the project.
All portions of the works related to any service or consultant’s
information is to be done in accordance with the National Building
Regulations.
This drawing is not to be scaled. Figured dimensions to be used.
All dimensions are in millimeters unless otherwise stated.
All dimensions and levels must be checked on site by the
contractor before putting work in hand.
All work to be executed by competent persons qualified for the
specific trade.
-
-
-
-
-
-
-
-
-
DESCRIPTIONKEY NOTE
CHECKED BY:
SIGNED:
GENERAL
JOHANNESBURG
Nicol Main Office Park , 2 Bruton Road, Bryanston, 2191
Tel: (011) 790 1600 Fax: (011) 463 1197
PO Box 98665, Sloane Park, 2125
mail@boogertmanjhb.co.za
PRETORIA
Tel: (012) 429 7300 Fax: (012) 346 8687
CAPE TOWN
Tel: (021) 930 9210 Fax: (021) 930 9211
DURBAN
Tel: (031) 265 1805 Fax: (031) 265 1811
C:PROJECTLOCALFILES_JOANINEAYP4-PEGASUSBUILDINGAYP4-RMMP1_PTA_6NOV-1Local-2.rvt2013/11/1509:16:59AM
SCALE: 1 : 100 @ A1
2
MENLYN MAINE INVESTMENT HOLDINGS
(PTY)LTD
AYP-4
GB
03/25/13
PEGASUS BUILDING 1
SECTION HH
ERF 1/859 WATERKLOOF GLEN X2
& ERF 1/76 MENLYN X3
2007
G.Tucker
SCALE: 1 : 100
SECTION HH
BAL-122[Q36]
CFS-210[F50] Insitu concrete floor system
CRS-110[F50] Insitu concrete roof or balcony system
CWS-110[F50] Insitu reinforced concrete wall system -
smooth finish
DRT-312[L22]
DRT-510[L22] Veneer faced flush doorset - Steel frame
DWP-134[M10]
ISF-110[Q12] Internal single glazed shopfront system
MWS-112[H10] Plastered half brick wall system
MWS-114[H10] Plastered one brick wall system
MWS-184[H10] Facing brick one brick wall+pier system
MWS-226[H10] 330/345mm plastered/ rendered cavity wall
system
REN-110[R20] One coat cement plaster system
RFW-512[J42} Built-up membrane waterproofing to paved
areas
RFW-520[J42] Built-up membrane inverted roof
waterproofing
SCF-110[F50] Insitu concrete column system - smooth
finish
SCR-120[R10] Cement:sand roof screed for tile/ paving
SCR-310[R10] Bonded cement:sand screed
STR-220[F50]
REV DATE DRAWN DESCRIPTION
A 2013-03-26 GB FIRST ISSUE FOR INFORMATION
B 2013-04-08 GB GENERAL REVISION
C 2013-04-16 GB GENERAL REVISION. FTP UPLOAD
D 2013-04-17 GB GENERAL REVISION. FTP UPLOAD
E 2013-05-17 JP GENERAL REVISION. FTP UPLOAD
F 2013-06-10 JP WBHO ISSUE FOR INFORMATION
G 2013-07-16 JP GENERAL REVISIONS. FTP UPLOAD
1 2013-07-30 JP FIRST ISSUE FOR CONSTRUCTION
2 2013.11.14 J.P GENERAL UPDATES TO SECTIONS. INTERNAL
LOBBY SHOPFRONT HEITH REVISION. CEILING
VOID TO BE 795mm

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SECTIONAL_DRAWING_SECTION_HH

  • 1. S 8_GROUND FLOOR LEVEL 1387240 S 5_BASEMENT LVL -1 1383330 1 2 3 4 5 7 S 3_BASEMENT LVL -2 1380270 S 1_ BASEMENT LVL -3 1377210 S 4_BASEMENT LVL -1 INTERMEDIATE 1381800 S 2_BASEMENT LVL -2 INTERMEDIATE 1378740 S 9_FIRST FLOOR LEVEL 1391320 S 10_SECOND FLOOR LEVEL 1395230 S 11_THIRD FLOOR LEVEL 1399140 S 12_FOURTH FLOOR LEVEL 1403050 S 13_FIFTH FLOOR LEVEL 1406365 S 7_VEHICULAR ENTRANCE LEVEL 1385880 8 9 10 11 S 6_VEHICULAR ENTR. LVL INTERMEDIATE 1384860 6 S 14_LIFT ROOF LEVEL 1407565 CC 2003 DD 2004 BB 2002 AA 2001 EE 2005 BASEMENT LEVEL -3 BASEMENT LEVEL -2 BASEMENT LEVEL -1 VISITORS PARKING OFFICE AREA OFFICE AREA OFFICE AREA OFFICE AREA LANDSCAPED AREA BASEMENT LEVEL -3 BASEMENT LEVEL -2 OFFICE AREA OFFICE AREA OFFICE AREA BASEMENT LEVEL -1 MALE LOBBYFIRE ESCAPE 1 MALE LOBBY MALE LOBBY MALE LOBBY SERVICES AREA STORE ROOM MECH. VENTILATED ROOF LOBBY BALCONY LOBBY LOBBY LOBBY 1530153015301530153010201360408039103910391033151200 391030603060 30603060 2032510030 600 3900 8000 4610 2050 2420 4500 8000 3900 600 ST1-2 8001 BAL-122[Q36] SCR-120[R10] SCF-110[F50] BAL-122[Q36] STR-220[F50] BAL-122[Q36] MWS-112[H10] MWS-114[H10] RFW-520[J42] EXTERIOR LOUVRE TO SCHEDULE RAMP UP TO VEHICULAR ENTR. LVL INTERMEDIATE RAMP UP TO B-1 INTERMEDIATE RAMP UP TO B-2 INTERMEDIATE R.C SUSPENDED SLAB as per ENG. DRAWING R.C SUSPENDED SLAB as per ENG. DRAWING R.C SUSPENDED SLAB as per ENG. DRAWING R.C SUSPENDED SLAB as per ENG. DRAWING R.C SUSPENDED SLAB as per ENG. DRAWING R.C SUSPENDED SLAB as per ENG. DRAWING SCF-110[F50] ISF-110[Q12] ISF-110[Q12] ISF-110[Q12] SCF-110[F50] MWS-114[H10] STR-220[F50] GRABRAIL TO DETAIL GRABRAIL TO DETAIL GRABRAIL TO DETAIL GRABRAIL TO DETAIL GRABRAIL TO DETAIL GRABRAIL TO DETAIL GRABRAIL TO DETAIL BAL-122[Q36] MWS-226[H10] CRS-110[F50] BAL-122[Q36] SCF-110[F50] SCF-110[F50] CFS-210[F50] MWS-112[H10] MWS-114[H10] STR-220[F50] BAL-122[Q36] MWS-114[H10] MWS-226[H10] CRS-110[F50] RFW-520[J42] 10507653403570300361030036104225340 35153553555355 995515615680425 REINFORCEDLATERALSUPPORTWITHWICKDRAIN WATERPROOFINGTOENGINEERSDETAILSPEC. REINFORCEDLATERALSUPPORTWITHWICKDRAIN WATERPROOFINGTOENGINEERSDETAILSPEC. FILLING, FOUNDATIONS, COLUMN FOOTINGS AND DETAILS AS PER ENGINEERS DRAWING. SUBSOIL DRAINAGE TO ENGINEERS DRAWINGS R.C UPSTAND TO ENG. DWG SCR-310[R10] CFS-210[F50] SCR-310[R10] CFS-210[F50] MWS-112[H10] RFW-512[J42} RFW-512[J42} 765340102551080 50 2053003580145 3780 FIRE ESCAPE 1 FIRE ESCAPE 1 FIRE ESCAPE 1 FIRE ESCAPE 1 FIRE ESCAPE 1 FIRE ESCAPE 1 ISF-110[Q12] ISF-110[Q12] ISF-110[Q12] ISF-110[Q12] SCF-110[F50] MWS-114[H10] MWS-114[H10] MWS-114[H10] DWP-134[M10] MWS-114[H10] MWS-114[H10] MWS-114[H10] MWS-114[H10] MWS-114[H10] DRT-510[L22] MWS-114[H10] MWS-114[H10] MWS-114[H10] MWS-114[H10] DRT-312[L22] MWS-184[H10] MWS-184[H10] SCF-110[F50] SCF-110[F50] MWS-184[H10] MWS-184[H10] SCF-110[F50] SCF-110[F50] REN-110[R20] PAINT TO DRIVEWAY COLUMNS ONLY - AS PER SIGNAGE PACKAGE PAINT TO DRIVEWAY COLUMNS ONLY - AS PER SIGNAGE PACKAGE PAINT TO DRIVEWAY COLUMNS ONLY - AS PER SIGNAGE PACKAGEMOTORBIKE LOCK RAIL TO DETAIL ON HOLD LVL 1406705 LVL 1407735 3555 340765 28528302551370 1703403945285 3115595 680 PLANTER 20055 BUILT-UP MEMBRANE WATERPROOFING SYSTEM KEYNOTE RFW-510[J42] 330 13571781 3139 4192720 LOUVRE CANOPY 795276079527607952720 755276027607952760795 7952930 SUSPENDED CEILING LINE SUSPENDED CEILING LINE SUSPENDED CEILING LINE SUSPENDED CEILING LINE SUSPENDED CEILING LINE SUSPENDED CEILING LINE TITLEPROJECTREVISION 1 AR MENLYN MAINE FOR PROJECT DRAWN BY: PHASE DRAWING STATUS INFO TENDER CONSTRUCTION REVISION DATE: DISCIPLINE BLOCK / SERIES / SUFFIX All work is to be done in accordance with the National building Regulations. All materials and workmanship are to comply with the relevant S.A.B.S. codes and or the specified international codes where applicable in the Architectural specifications. Where relevant South African National Standards, British Standards, BS codes of practice, or Agrément Certificates applicable to the design exists, the recommendations and requirements of such documents to be considered a minimum standard for the works. The contractor shall in all aspects of the works comply with the provisions of the Occupational Health and Safety Act, 1993 (Act No 85 of 1993) and any regulations promulgated in terms of that Act or the Factories Machinery and Building Works Act of 1941. The contractor shall set up, document and maintain a quality assurance and quality control system, in accordance with SANS 9001/ISO 9001, able to be checked to the satisfaction of the Architect, that all materials and workmanship, whatever their sources, meet the requirements of the Specification. Should the Contractor or any of his sub-contractors be certified to the SANS 9000 family of standards then monitor these works accordingly. This drawing must be read in conjunction with all the relevant drawings, schedules and specifications from B+P and all other consultants related to the project. All portions of the works related to any service or consultant’s information is to be done in accordance with the National Building Regulations. This drawing is not to be scaled. Figured dimensions to be used. All dimensions are in millimeters unless otherwise stated. All dimensions and levels must be checked on site by the contractor before putting work in hand. All work to be executed by competent persons qualified for the specific trade. - - - - - - - - - DESCRIPTIONKEY NOTE CHECKED BY: SIGNED: GENERAL JOHANNESBURG Nicol Main Office Park , 2 Bruton Road, Bryanston, 2191 Tel: (011) 790 1600 Fax: (011) 463 1197 PO Box 98665, Sloane Park, 2125 mail@boogertmanjhb.co.za PRETORIA Tel: (012) 429 7300 Fax: (012) 346 8687 CAPE TOWN Tel: (021) 930 9210 Fax: (021) 930 9211 DURBAN Tel: (031) 265 1805 Fax: (031) 265 1811 C:PROJECTLOCALFILES_JOANINEAYP4-PEGASUSBUILDINGAYP4-RMMP1_PTA_6NOV-1Local-2.rvt2013/11/1509:16:59AM SCALE: 1 : 100 @ A1 2 MENLYN MAINE INVESTMENT HOLDINGS (PTY)LTD AYP-4 GB 03/25/13 PEGASUS BUILDING 1 SECTION HH ERF 1/859 WATERKLOOF GLEN X2 & ERF 1/76 MENLYN X3 2007 G.Tucker SCALE: 1 : 100 SECTION HH BAL-122[Q36] CFS-210[F50] Insitu concrete floor system CRS-110[F50] Insitu concrete roof or balcony system CWS-110[F50] Insitu reinforced concrete wall system - smooth finish DRT-312[L22] DRT-510[L22] Veneer faced flush doorset - Steel frame DWP-134[M10] ISF-110[Q12] Internal single glazed shopfront system MWS-112[H10] Plastered half brick wall system MWS-114[H10] Plastered one brick wall system MWS-184[H10] Facing brick one brick wall+pier system MWS-226[H10] 330/345mm plastered/ rendered cavity wall system REN-110[R20] One coat cement plaster system RFW-512[J42} Built-up membrane waterproofing to paved areas RFW-520[J42] Built-up membrane inverted roof waterproofing SCF-110[F50] Insitu concrete column system - smooth finish SCR-120[R10] Cement:sand roof screed for tile/ paving SCR-310[R10] Bonded cement:sand screed STR-220[F50] REV DATE DRAWN DESCRIPTION A 2013-03-26 GB FIRST ISSUE FOR INFORMATION B 2013-04-08 GB GENERAL REVISION C 2013-04-16 GB GENERAL REVISION. FTP UPLOAD D 2013-04-17 GB GENERAL REVISION. FTP UPLOAD E 2013-05-17 JP GENERAL REVISION. FTP UPLOAD F 2013-06-10 JP WBHO ISSUE FOR INFORMATION G 2013-07-16 JP GENERAL REVISIONS. FTP UPLOAD 1 2013-07-30 JP FIRST ISSUE FOR CONSTRUCTION 2 2013.11.14 J.P GENERAL UPDATES TO SECTIONS. INTERNAL LOBBY SHOPFRONT HEITH REVISION. CEILING VOID TO BE 795mm