portfolio part 1 2012

Portfolio

YUSUF SAMPSON 2012

3rd year Architectural Technology

Yusuf Sampson

Student no.: 210044594

Portfolio of work

26.11.2012

Contents

1. STW project 1.1 – beach shelter project

2. STW project 1.2 – external wall sections

3. STW project 3 – steel frame structures analysis and detailing

4. STW project 5 – timber truss detailing

5. STW project 7 – steel frame crèche council submission

6. Office work, 2nd year 2011 with Noel A. Botha Architect


PAD/STW Project 1.1– beach shelter

STW3 1.1-01: component and assembly drawings


STW Project 1.2 – external wall sections

STW3 1.2-02: large scale detail sections through an external wall and verandah, warm-up exercise to start the year


STW Project 3 – steel frame structures analysis and detailing

STW3 1.2-02: large scale detail sections through an external wall and verandah, warm-up exercise to start the year


STW Project 3 – timber truss detailing

STW3 05-01: timber truss detailing exercise based on 1:100 drawings provided with the project brief, as well as

discussions with the Architect

STW Project 5: timber truss detailing - item 3, Nangenoeg, Betty's Bay, Gawie Fagan

Roof plan & section.

:

1:50

14-08-2012 Y.S.

210044594

-05-01

Re-submissions:

rev # Description Date

17 Riverside Drive, Kommetjie, Cape Town, 7975

Tel: 021 783 3445 Cell: 078 665 5023

Email: [email protected] yusufsampson.blogspot.com

Registered with S.A.I.D. membership no.: S 1003

Figured dimensions to be used in preference to the scaling of drawings. All

discrepencies to be reported to the Designer/ Client immediately. All unauthorized

works are to the cost of the Contractor. All municipal & statutory requirements to be

carried out in accordance with the relevant S.A.B.S/S.A.N.S. codes of practice.

A

SECTION A-A1:100

2

ROOF STRUCTURE PLAN1:100

1

A

DETAIL 1.

DETAIL 2.

DETAIL 3 & 4.

DETAIL 11:5

3DETAIL 21:5

4DETAIL 31:5

5

50

100

100

DETAIL 41:5

6

100mm dia. half-round

seamless aluminum

gutter

150x100mm fibrecement

fascia fixed to 38x38mm

battens

min. 4 courses of brickforce reinforcing

270mm cavity wall

blanket type insulation such as

'Isotherm' or equally approved.

22mm thick SA Pine T+G ceiling

sanded and sealed with approved

timber preservative.

152x50mm SA Pine timber rafters

@ 760mm max c/c tied down with

1200x30x1.2mm galvanized mild

steel hoop-iron strap.

76x50mm SA Pine timber purlins

@760mm max c/c.

shadow line.

228x76mm PAR SA Pine bearer

beam bolted down to 20mm thick

galv. mild steel threaded bolt.

20mm thick galv. mild steel rein-

forcing bar threaded 100mm from

end and built into RC floor slab

strictly as per Structural Engineer's

design & specification.

polybutton closer

0.6mm galvanized mild steel

pre-painted sinusoidal profile roof

sheeting.

297x47mm CapeLam laminated timber

ring beam to Structural Engineer's design

& specification.

shadow line.

22mm thick SA Pine T+G ceiling

sanded and sealed with approved

timber preservative.

blanket type insulation such as

'Isotherm' or equally approved.


@ 760mm max c/c fixed down with

approved galv. ms brackets and

fasteners.

approved galv. ms brackets and

fasteners fixing rafters of secondary roof

to ring beam.

polybutton closers

flashing on serrated closer

shadow line.

6mm thick clear tempered glass.

double-sided structural glazing

tape.

114x38mm SA Pine timber

closing purlin.


@760mm max c/c.


@760mm max c/c.

trimmed 228x76mm PAR SA Pine timber

ring beam fixed between hip rafters.

210x106mm SA Pine laminated

timber hip rafters sanded and

sealed with approved timber preservative.

shadow line.

5mm thick stainless steel plate welded

to structural skin, weld to be seamless

and watertight.

6mm thick clear tempered glass.

double-sided structural glazing

tape.

clear structural silicone beading all round.

8mm thick stainless steel plate to accept

hip rafter welded to structural skin.


timber hip rafters sanded and

sealed with approved timber preservative.

20mm diameter stainless steel bolt with

stainless steel nylok nuts and washers.

NB: allow for movement.

stainless steel structural outer skin of

chimney strictly to Structural Engineer's

design & specification.

stainless steel inner skin/flue of chimney.


timber hip rafters.


@ 760mm max c/c.


@1100mm max c/c.

297x47mm CapeLam laminated timber

ring beam.

0.6mm galvanized mild steel

pre-painted sinusoidal profile roof

sheeting.

100mm dia. half-round seamless

aluminum gutter.


@ 760mm max c/c.

228x76mm PAR SA Pine bearer beam.

0.6mm galvanized mild steel pre-painted sinusoidal profile roof sheeting on 76x50mm SA

Pine timber purlins @760mm max c/c on 152x50mm SA Pine timber rafters @ 760mm max c/c at

30 degree pitch fixed between laminated timber hip rafters and ring beam to Structural Engineer's

detail & specification.

0.6mm galvanized mild steel pre-painted sinusoidal profile roof

sheeting on 76x50mm SA Pine timber purlins @760mm max c/c on

152x50mm SA Pine timber rafters @ 760mm max c/c at 5 degree pitch.

ROOF STRUCTURE ANALYSIS

House Nangenoeg, Betty's Bay, Gawie Fagan

image reference: http://www.sharpcity.co.za/showroom/images/bettys_bay_1.jpg

a roof structure model

image taken at CPUT foreshore


PAD/STW Project 7 – steel frame crèche

STW3 07-01: council submission drawings for a crèche sketch design

35,590m SITE BOUNDARY

38,5

70m

SIT

E B

OU

ND

AR

Y


38,0

10m

SIT

E B

OU

ND

AR

Y

STATION ROAD

3m

4.445m

AR

NO

LD

RO

AD

ERF 25847

98 Station Rd, Observatory

ER

F 1

74398

3m

0m

herita

ge b

uild

ing lin

e

3m building line

+/-

40m

to S

tation R

oad

new jungle gym / sandpit

existing pre-cast boundary wall

school sta

ff p

ark

ing

New

7,5

m C

.W.C

.

to municipal sewer connection

CLASSROOM 150,2m²

laminated timber flooring

2105580

210

2000

CLASSROOM 350m²


MULTI PURPOSE HALL /

CLASSROOM 233,2m²


TOILETS (F)10,8m²

tiles

TOILETS (M)10,8m²

tiles

2245

TOILET

3,2m² tilesSTORE4,5m²tiles

STAFF

ROOM8,6m²carpet

OFFICE6,6m²carpet

COVERED ENTRANCE48m²

brick paving

KITCHEN8,9m²tiles

RECEPTION16m² (incl. passageway)

tiles

A A

BB

6000

E

E

F

F

D

D

C C

G.

ssvp.

G. ssvp.ssvp.

R.E. 1

R.E. 2 I.E.I.E.

I.E.

I.E.

R.E. 4

fire hose reel

whb. whb. whb. whb. whb. whb.

toilet toilet toilet toilet toilet toilet

whb.

toilet

fire

ho

se

re

el

2108950

1005950

210

15420

2950100

2950210

185

6185

210

3655

210

4075

210

5580

210

2000

6000

I-beam above to Structural Engineer's detail &

specification.


specification.

2,4m folding stacking door 2,4m folding stacking door 2,4m folding stacking door 2,4m folding stacking door 2,4m folding stacking door

COVERED WALKWAYbrick paving


R.E. 3

3m building line

2102245

1003235

210

6000

210

2950

100

3850

100

2000

185

9300

900 2235100 100

1000

100

4000

100

3800

1800

1855

9000

210

9300

I-b

ea

m a

bo

ve

to

Str

uctu

ral E

ng

ine

er's d

eta

il &

sp

ecific

atio

n.

2,4

m f

old

ing

sta

ckin

g d

oo

r2

,4m

fo

ldin

g s

tackin

g d

oo

r2

,4m

fo

ldin

g s

tackin

g d

oo

r

CO

VE

RE

D W

ALK

WA

Ybrick p

avin

g

JUNGLE GYM / SANDPIT

0m

herita

ge b

uild

ing lin

e


38,5

70m

SIT

E B

OU

ND

AR

Y


specification.

N

S

E

W

N

S

E

W

R.W.P.

R.W.P.R.W.P.

R.W.P.

R.W

.P.

R.W.P.

R.W

.P.

R.W

.P.

FR.

s.

1500

4445

3m

build

ing lin

e

1,8m high palisade fence

R.E. 1

R.E. 2R.E. 4

R.E. 3

1.5m

exis

tin

g p

re-c

ast

bo

un

da

ry w

all

1,8

m h

igh

pa

lisa

de

fe

nce

1,8m high palisade fence

3m building line

3m

bu

ildin

g lin

e

ERF 26130 ERF 26131 ERF 26132 ERF 160731 ERF 160732 ERF 160733 ERF 160734 ERF 160735

ele

ctr

icity c

onnection p

oin

t

CLASSROOM 1laminated timber flooring

F.F.L.

10 150

2600

100

3800

NORTH ELEVATION

1200x900 1200x900

F.F.L.

10 150

2600

100

3150STAFF

ROOMcarpet

KITCHENtiles

600x200 600x200

F.F.L.

10 150

DPC

3000

2600

TOILETS (F)tiles


MULTI PURPOSE HALL /


STOREtiles

STAFF

ROOMcarpet

OFFICEcarpetCOVERED ENTRANCE

brick paving

DPC

stub columns and bases to for I-beams strictly to

Structural Engineer's design & specification.

600x200 600x200

2400

2400

2400

24002600

F.F.L.

10 150

TOILETS (F)tiles

TOILETS (M)tiles

2900

2750

COVERED ENTRANCEbrick paving


2600

F.F.L.

10 150

100

600x200 600x200 600x200

F.F.L.

10 150

2600

100

3800

NGL

2400


900x1500

600x900 900x900 900x900 600x900

2400x2100 2400x2100 2400x21002400x2100 2400x2100 2400x2100 2400x2100 2400x2100

NGL

1:100

1200x900 1200x900

SOUTH ELEVATION1:100

1200x9001200x900

EAST ELEVATION1:100

1200x900 1200x900 1200x900 1200x900 1200x900600x900 600x900 600x900 600x900 600x900 600x900 1200x900 1200x900 1200x900 1200x900 1200x900

1800x1200

WEST ELEVATION1:100

SECTION B-B1:100

SECTION C-C1:100

SECTION D-D1:100

SECTION E-E1:100

SECTION F-F1:100

SECTION A-A1:100

38,0

10m

SIT

E B

OU

ND

AR

Y

ER

F 1

74398

GROUND STOREY PLAN1:100

SITE & ROOF PLAN1:200

DRAINAGE SECTION1:100

FALL

DISTANCE

INVERT LEVEL

DEPTH

COVER LEVEL 10 000

450

9 550

FFL

10 150

whb.toilet

110mm stub-stack with

75mm vent

G.

s.

17 850

toilet toilet toilet


75mm vent

whb.whb.whb. whb.whb. whb.toilettoilettoilet


75mm vent

G.R.E. 2 R.E. 3R.E. 1 R.E. 4

13 000 12 000

1 : 60 1 : 60 1 : 60

100mm diameter uPVC pipe @ 1:60 fall


1 070 1 850 2 570

1

23

3 4 5

7

8

9 10

11 12

6

SIGNED:

CLIENT SIGNATURE:

PROJECT TITLE:

NEW CRECHE ERF 26129, 98 STATION RD, OBSERVATORY,

CAPE TOWN

DRAWING TITLE:

COUNCIL SUBMISSION

SCALE:

1:200 / 1:100

DRAWN BY:

YUSUF SAMPSON

PROJECT NO.:

STW3-07-01

DWG NO.:

01-01REV.:

DATE:

14 / 08 / 2012

CHECKED BY:

LECTURER

YUSUF SAMPSON17 RIVERSIDE DRIVE KOMMETJIE 7975

TEL: 021 783 3445 CELL: 078 665 5023

EMAIL: [email protected]

CPUT STUDENT NO.: 210044594

600x200

NOTES:

ROOF 1: 0,6mm thick galvanized mild steel (gms), pre-painted

standing seam profile roof sheeting such as KlipLok or equal approved

on 100x100mm gms Z-purlins @ 1100mm max c/c on gms curved

lattice truss @ 1100mm max c/c strictly to Structural Engineer's design

& specification.

ROOF 2: 0,6mm thick galvanized mild steel (gms), pre-painted

standing seam profile roof sheeting such as KlipLok or equal approved

on 100x100mm gms Z-purlins @ 1100mm max c/c on 3 deg pitch

150x100mm I/IPE-beam rafters @ 1100mm max c/c strictly to


RAINWATER GOODS: aluminum Watertight guttering to match roof

sheeting and rain water downpipes fixed as per Manufacturer's

specifications to discharge into surface water channels and to run to

soakaways and roadway. Positions of downpipes to be confirmed on

site.

INSULATION: Sheet-type membrane such as Sisalation 420 industrial

or equal approved to be used throughout. 50mm thick blanket-type

insulation such as Isotherm or equal approved to be used in applicable

ceilings (roof 2 ceilings).

CEILING: Roof 1 - suspended timber ceiling to detail. 22x100mm

hardwood timber planks painted white @ 150mm c/c to allow natural

light from clear-storey glazing installed as per Manufacturer's

specification. Roof 2 - skimmed plasterboard fixed to 50x50mm

brandering @ 400mm max c/c fixed to u/s trusses.

WALLS: External - non-loadbearing galvanized mild steel stud frame

construction to Engineer's detail & specification. Finish: external finish

to be 0,6mm thick galvanized mild steel (gms), pre-painted standing

seam profile roof sheeting such as KlipLok or equal approved on

50x50 vertical purlins @ 1100mm max c/c fixed to gms stud frame to

detail. Internal finish to be approx. 15mm plasterboard painted with min

3 coats to later specification.

Internal - non-loadbearing galvanized mild steel stud frame

construction to Engineer's detail & specification. Finish: 15mm

plasterboard both sides painted with min 3 coats to later specification.

Note: All to comply with the SANS 10400 codes of practice.

OPENINGS: all external door and window openings to be fitted with

DPC to detail.

FLOORS: floor finish as per plan on 30mm thick screed on 100mm

thick mass concrete floor slab on 250 micron DPM on 30mm thick

sand blinding on clean, well compacted stable earth.

FOUNDATIONS: NB: ALL FOUNDATIONS TO STRUCTURAL

ENGINEER'S SPECIFICATIONS.Founding of footings to local Inspector's approval. All foundations to

comply with SANS 10400. Cavity brickwork filled to u/s of DPC withmin. 10 MPA mass concrete. All reinforced concrete to StructuralEngineer's detail & specification. All concrete footings to beminimum 15 MPA mass concrete.Non-loadbearing gms stud frame on 600x200mm strip footings orthickened slab.

I/IPE loadbearing steel structure on stub columns and bases strictlyto Structural Engineer's design and specification.DOORS & WINDOWS: all windows to be aluminum to schedule fixedaccording to Manufacturer's specification. Doors to be approvedprior to order.GLAZING: all glazing is to conform to the National BuildingRegulations, i.e. safety glass to be intsalled to doors & windows inexcess of 1m sq or below 500mm AFFL. NB: clear-storey glazingstrictly to Specialists detail to comply with the SANS 10400 Part XA.EXTERNAL PAVING: brick paving to be laid on clean well-compactedsand with cement edges with falls to paver dish surface channelsand catch pits to detail as shown.PAINTING: Internally - 3 coats pure acrylic high cover PVA toapproved color. Externally - cladding sheeting supplied pre-paintedto approved color.DRAINAGE: No change to the drainage run. Proposed drainage to be

connected to existing municipal connection. All rodding eyes to have

brick surround with SABS approved cover and frame. The head of

each drain run is to be ventilated. All work to comply with National

Building Regulations. No work to be covered until approved by the

local authorities.

All boundary pegs to be pointed out to the Building Inspector prior to the

commencement of construction.

All dimensions, levels and areas are to be checked and verified before any

work commences.

The height of plinth, depth of excavation and the number of steps are to be

finalized by the Client.

Neighbours are to be informed before commencement.

Ensure all building materials are situated within the property. If possible, a

hoarding permit should be applied for. Cover sand at all times.

Builders rubble should be removed weekly or when it reaches a quantity of

6 cubed. Site is to be cleaned daily.

Make sure all Builders are protected with the Compensation Fund for

Occupational Injuries and Diseases Act 1993.

Ensure that all builders are protected under OHAS.

Inform the Labor Department before commencement of the project.

Only make use of registered Contractors/builders. Make use of suppliers

who are VAT vendors.

If possible, make use of the Contract for Minor Works Agreement JBCC

Series 2000.

600x200600x200

600x200600x200

600x200 600x200stub columns and bases to for I-beams strictly to


600x600

x600

600x600

x600600x600

x600

600x600

x600

600x600

x600600x600

x600

600x600

x600

COVERAGE CALCULATIONS

SITE AREA: 1361,1m²

EXISTING BUILDING: N/A

NEW BUILDING: 357,8m²

PERMITTED COVERAGE: 50%

PROPOSED NEW COVERAGE: 26, 3%

Figured dimensions to be used in preference to the scaling of

drawings. All discrepencies to be reported to the Designer/ Client

immediately. All unauthorized works are to the cost of the

Contractor. All municipal & statutory requirements to be carried

out in accordance with the relevant S.A.B.S/S.A.N.S. codes of

practice.

STW 3 PROJECT 7

ROOF 1: 0,6mm thick galvanized mild steel (gms), pre-painted standing seam

profile roof sheeting such as KlipLok or equal approved on 100x100mm gms

Z-purlins @ 1100mm max c/c on gms curved lattice truss @ 1100mm max c/c

strictly to Structural Engineer's design & specification.



Z-purlins @ 1100mm max c/c on 3 deg pitch 150x100mm I/IPE-beam rafters

@ 1100mm max c/c strictly to Structural Engineer's design & specification.



Z-purlins @ 1100mm max c/c on gms curved lattice truss @ 1100mm max c/c

strictly to Structural Engineer's design & specification.



Z-purlins @ 1100mm max c/c on 3 deg pitch 150x100mm I/IPE-beam rafters

@ 1100mm max c/c strictly to Structural Engineer's design & specification.

finish: pre-painted GMS standing seam profile

(KlipLok) sheeting


(KlipLok) sheeting


(KlipLok) sheetingfinish: pre-painted GMS standing seam profile

(KlipLok) sheeting

glazing: as per Specialist's specification & detailing and to comply strictly with

the SANS 10400 Part XA

glazing: as per Specialist's specification & detailing and to comply strictly with

the SANS 10400 Part XA

FFL

NGL

FFL

NGL

FFL

NGL

FFL

NGL

2nd year Architectural Technology

Office work from practical year with Noel A. Botha Architect

NB: drawings displayed are the property of Noel A. Botha Architect. I, Yusuf Sampson, have done the drawings while under

the supervision of my employer and the drawings displayed are purely to show my capabilities as an architectural

student.

portfolio part 1 2012

Documents

project brief

timber truss detailingstw3

timber truss detailing5

timber truss detailing

steel frame crchestw3

site boundary38

external wall sectionsstw3

external wall sections3