LINK-A TECHNOLOGIES LTDArchitects, Civil/Structural engineersP.O Box 24868 KampalaE-mail- tchnlgslnk@gmail.comMobile- +256-772-846 511 + 256-702-098 979

2,075 3,000 3,000 3,000 3,000

1,2

00

2,8

75

2,8

75

2,075 3,000 3,000 3,000 1,000 2,000

1,2

00

2,8

75

2,8

75

20

03,7

50

20

02,8

00

20

0

20

01,0

00

20

05,5

50

20

0

3,1

00

3,1

00

3,1

00

3,1

00

3,1

00

3,1

00

3,1

00

3,1

00

20

010

0

Ground LevelGround Level

Pad/footings to Detail

1 2 3 4 5 6

A

B

D

LINK-A 001

M.E.N

reproduced without permission

M.E.N

6. Block Work: All load bearing block walls to be constructed from solidblock of 5.0N/mm MIN.with B.S 5628 Part 1 Structural use ofUnreinforced Masonry. Mortar to conform to Mortar designation (III) ofTable 1 BS 5628 Part 1.

Date

Issue Type

Copyright c 2013

Architects:

4. Reinforcement a)Y....denotes High yeild bars to be square twisted cold formed bars to B.S.4461. b)R ...denotes Mild steel to be round bars to B.S.4449. c)Mesh requirements to comply with the requirements of B.S. 4483.

NOTES

7. Joints: Movement joints to be amaximum 9.0mcentres.joint positions as indicated onDrawings.Joint inslab to be carried through walls to underside of ringbeam.

2.Staircase Concrete is of Fcu 30N/Sq.MM. and Ring Beam of Fcu 35N/Sq.MM after 28 days.

1:100,75,50 Nov, 2013

3. Concrete Mixes: a) Mass concrete to have a minimum works cube strength of 15N/mm2 at 28 days with 40 mm Maximum aggregate size.

b)Reinforced concrete to have a minimum works cube strength of 25 N/mm2 at 28 days with 20 mm maximum Aggregate size.

Designed by

GENERAL STAIR CASES' NOTES

5. Minimum cover to all steel in foundations,ground beams and stubcolumns to be 40 mm unless shown otherwise.

1.Foundations shall generally be taken down 1300 mm below existingground level and all excavations to be approved first by the engineerbefore concrete blinding is laid.

Drawn by

4.All Structural Concrete to be Tested for CompressiveStrength by Central Materials .Labaratory.

Drawing NO.

Link-A Tech. Ltd and must not be

3.Site Engineer to Prepare Trial Mixes forApproval by Engineer.

This Drawing is the copyright of

DESCRIPTION

Project Title

5.Concrete to recieve full time curing preferably surfacecuring or equal and approved by the Engineer.

Scale

The moral right of the author

CLIENT

is hereby asserted

CONSTRUCTION

2.Weak Pockets of bearing strata to be dug out and filled with 1:2 all in concrete mix.

6.Stairs are to comprise:►175mm Waist,►150mm Risers and►300mm Treads►and/or inclined angle of30.963 Degrees to the Horizontal.

Paint one shop coat of red oxide primer prior to dispatch, touch upon site (for any scratches); apply second coat of red oxide primerafter erection and gloss paint as directed by Architect

14)

13) THE QUALITY OF ALL MATERIALS AND WORKMANSHIP SHALLCOMPLY WITH THE REQUIREMENTS OF THE RELEVANT BRITISHSTANDARDS AND CODES OF PRACTICE

12)All dimensions to be checked and verified on site before fabricationcommences

11) All steel surfaces shall be thoroughly power wire brushed andcleaned with approved solvent and coated of red oxide primer type 'A'to B.S. 2523. All scratches to be repainted

10)Structural steelwork to be grade 43 to B.S. 449

9)

Contractor must submit shop drawings to engineer for approval priorto fabrication of structural steelwork

All welds to be 6mm fillet welds

8)

All dimensions must be checked and verified on site beforecommencing any works. Descrepancies to be brought tothe attention of the Engineer immediately.

7)

All dimensions must be verified on site before cutting anyreinforcement

6)

100mm thick s

olid slab reinforced on top with wire

mesh ref. No. A2

52 with

min. cover of 50mm

C

1 2 3 4 5 6

A

B

D

C

IPE 200 I-section

305x165x40 U

B

305x165x40 U

B

305x165x40 U

B

305x165x40 U

B

305x165x40 U

B

305x165x40 U

B

IPE 200 I-section

IPE 200 I-section

IPE 200 I-section

IPE 200 I-section

IPE 200 I-section

IPE 200

IPE 200

IPE 200

IPE 200

IPE 200

FOUNDATION LAYOUT TYPICAL MEZZANINE FLOOR LAYOUT

SECTION B-B

SECTION A-A

Parapet Wall To Detail

Stong Room wall To Detail

100mm thick s

olid slab seated on Guage 24 galvan

ised Iron sheets,

reinforced with Y12

@200m

m c/c bothway

s

LINK-A TECHNOLOGIES LTDArchitects, Civil/Structural engineersP.O Box 24868 KampalaE-mail- tchnlgslnk@gmail.comMobile- +256-772-846 511 + 256-702-098 979

1,400 1,400

1,4

01

1,8

00

1,8

00

152

1,4

00

6,5

53

2,802

6,5

53

2,801

1,98

1

03

03

FFL

300

4Y12

4Y16

6Y12@150

50mm CONCRETE BLINDING

9R8@150

DE

PT

H U

P T

O 1

000m

m

6Y12@150

9R8@150

40

0

50

1000

COLUMN BASE F2 R.C DETAILSSCALE 1:25

Y12

Y12

Y12

Y12Y16 Y16

Y16Y16

1000

10

00

TYPICAL FOOTING F2 PLAN DETAILS SCALE 1:25

6Y12@150

6Y

12

@150

STUB COLUMN CONNECTION DETAIL(17Nos)

SCALE 1:4

IPE 200 I-section

26

25

50

50

125

124

25 25

50 50124124

Section 3 - 3

125

300

300

300

125

6/20 diameter H.D Bolts with nutsand flat round washers, 450mm long(STD/HD20/450)

25

100x6mm th.,100mm longanchor plates

75

6

45

0

36

9

25M

M G

RO

UT

50 O/D removable castingtemplate

100 square x 25mm th. non-shrinksand/cement levelling pad provided atthe same level by the civil contractorprior to erection of steel columns

25mm Grout

250x250mmx16mm th. base platewith 6 holes 22mm diameter

Plan

is hereby asserted

2.Weak Pockets of bearing strata to be dug out and filled with 1:2 all in concrete mix.

CONSTRUCTION

6.Stairs are to comprise:►175mm Waist,►150mm Risers and►300mm Treads►and/or inclined angle of30.963 Degrees to the Horizontal.

DESCRIPTION

The moral right of the author

5.Concrete to recieve full time curing preferably surfacecuring or equal and approved by the Engineer.

3.Site Engineer to Prepare Trial Mixes forApproval by Engineer.

Project Title

CLIENT

Scale

This Drawing is the copyright of

1.Foundations shall generally be taken down 1300 mm below existingground level and all excavations to be approved first by the engineerbefore concrete blinding is laid.

Drawing NO.

GENERAL STAIR CASES' NOTES

Drawn by

Link-A Tech. Ltd and must not be

5. Minimum cover to all steel in foundations,ground beams and stubcolumns to be 40 mm unless shown otherwise.

4.All Structural Concrete to be Tested for CompressiveStrength by Central Materials .Labaratory.

NOTES

3. Concrete Mixes: a) Mass concrete to have a minimum works cube strength of 15N/mm2 at 28 days with 40 mm Maximum aggregate size.

b)Reinforced concrete to have a minimum works cube strength of 25 N/mm2 at 28 days with 20 mm maximum Aggregate size.

1:100,75,50

Architects:

7. Joints: Movement joints to be amaximum 9.0mcentres.joint positions as indicated onDrawings.Joint inslab to be carried through walls to underside of ringbeam.

Designed by

Nov, 2013

4. Reinforcement a)Y....denotes High yeild bars to be square twisted cold formed bars to B.S.4461. b)R ...denotes Mild steel to be round bars to B.S.4449. c)Mesh requirements to comply with the requirements of B.S. 4483.

2.Staircase Concrete is of Fcu 30N/Sq.MM. and Ring Beam of Fcu 35N/Sq.MM after 28 days.

Issue Type

6. Block Work: All load bearing block walls to be constructed from solidblock of 5.0N/mm MIN.with B.S 5628 Part 1 Structural use ofUnreinforced Masonry. Mortar to conform to Mortar designation (III) ofTable 1 BS 5628 Part 1.

Copyright c 2013

Date

reproduced without permission

M.E.NM.E.N

LINK-A 002

Paint one shop coat of red oxide primer prior to dispatch, touch upon site (for any scratches); apply second coat of red oxide primerafter erection and gloss paint as directed by Architect

14)

13) THE QUALITY OF ALL MATERIALS AND WORKMANSHIP SHALLCOMPLY WITH THE REQUIREMENTS OF THE RELEVANT BRITISHSTANDARDS AND CODES OF PRACTICE

12)All dimensions to be checked and verified on site before fabricationcommences

11) All steel surfaces shall be thoroughly power wire brushed andcleaned with approved solvent and coated of red oxide primer type 'A'to B.S. 2523. All scratches to be repainted

10)Structural steelwork to be grade 43 to B.S. 449

9)

Contractor must submit shop drawings to engineer for approval priorto fabrication of structural steelwork

All welds to be 6mm fillet welds

8)

All dimensions must be checked and verified on site beforecommencing any works. Descrepancies to be brought tothe attention of the Engineer immediately.

7)

All dimensions must be verified on site before cutting anyreinforcement

6)

100mm THICK SOLID

SLAB

GAUGE 24

PREPAINTED

IRON SHEET

DECK

IPE 200

I-SECTION

BEAM

IPE 200

I-SECTION

BEAM

1P-200

BEAM

SECTION A-A THROUGH MEZANINE FLOOR SLAB

SCALE 1:4

Y12@200MM C/C Bothways

M14 BOLTS

TRUSS T1

TRUSS T1

TRUSS T1

TRUSS T1

TRU

SS

T2 TRUSS T2

TRUSS T2 TRU

SS

T2