PREPARE BY DR- Majid Albana

majidalbana@hotmail.com
+9647702724811

Notes

THE BUILDING SYSTEM WILL BE

CONSIDER AS SHEAR WALL
BUILDING WITH COLUMNS AND THE
SLAB WILL BE AS FLAT SLAB WITH
DROP BEAMS.THE SOFTWARE USED
IN DESIGN (CSI ETABS 2022, AND CSI
SAFE 2022) IS THE GENERAL
PROGRAM USED IN THIS DESIGN

job title

Commercial Tower
Structural
Drawings

DRWG. TITLE:

DESIGNED BY DR-Majid Albana

CHECKED BY

SCALE As Shown

DATE 10 /2022

SHEET NO. Str.

 PREPARE BY DR-Majid Albana
majidalbana@hotmail.com
+9647702724811

Notes

THE BUILDING SYSTEM WILL BE

CONSIDER AS SHEAR WALL
BUILDING WITH COLUMNS AND THE
SLAB WILL BE AS FLAT SLAB WITH
DROP PANAL.THE SOFTWARE USED
IN DESIGN (CSI ETABS 2022, AND CSI
SAFE 2022&PROKON) IS THE
GENERAL PROGRAM USED IN THIS
DESIGN

job title

Commercial Tower
Structural
Drawings

DESIGNED BY DR-Majid Albana

CHECKED BY

SCALE As Shown

DATE 10 /2022

SHEET NO. Str. 1

 ABBREVIATIONS :-
GENERAL :- REINFORCED CONCRETE :- ADD ADDITIONAL
ARCH ARCHITECTURAL
1. ALL DIMENSIONS TO TAKE PRECEDENCE OVER SCALE SHOWN ON PLANS, SECTIONS AND 1. COMPRESIVE STRENGTH OF CONCRETE SHOULD BE DETERMIND BY THE TABLE BELOW :- Walk Way B BEAM
B.R.C (no. 63)
DETAILS, (DO NOT SCALE FROM DRAWINGS). Out Door Yard BOTT BOTTOM
1 LAYER OF B.R.C(gage 63) 2Ø10 C1 COLUMN TYP C1
x
MINIMUM 28 DAYS Joint Every 25 m² B.R.C (no. 63)
2. ALL DIMENSIONS ARE IN MILLIMETRES AND ALL LEVELS IN METRES (UNO). LOCATIONS x CANT CANTILEVER
CUBE COMPRESSIVE x
CJ CONSTRUCTION JOIN
AGGREGATE X X X X X
3. THE STRUCTURAL DRAWINGS SHOULD BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, STRENGTH (Fcu) X X X X X X X X X X X X Nylon Sheet CL CENTRE
MEMBER MAX. SIZE Ø10/200 x
MECHANICAL,CIVIL,PLUMBING AND ELECTRICAL DRAWINGS. C COULMN
TYPE ( MPa ) 2Ø12
150mmSub-base 90% CONC CONCRETE
4. ALL OPENINGS SIZE AND LOCATION SHOULD BE VERIFIED AND CHECKED WITH SERVICES DET DETAIL
SCREED 20 10 mm Nylon Sheet 150mmSub-base 90%
DRAWINGS,WHERE OPENINGS SIZES ARE NOT SHOWN ON THE STRUCTURAL DRAWINGS, DIM DIMENSION
SITE ENGINEER SHALL INTRODUCE SUCH OPENINGS WITH PROPER FRAMING INCLUDING BLINDING OR LEAN CONCRETE 20 20 mm DWG DRAWING
ANY REVISION TO THE SIZES SHOWN ON THE DRAWINGS. D DEPTH
SLABS 40 20 mm Typical Detail Of Out Door Yard Typical Sec. For Stair On Earth E.A EACH
5. DESIGN STANDARED & LOADS :-
PILES - 20-38 mm E.F EACH FACE
DESIGN & CONSTRUCTION OF REINFORCED CONCRETE STRUCTURES MEMBERS SHALL E.J EXPANSION JOINT
FOUNDATIONS 40 20 mm ELEV ELEVATION
IN ACCORDANCE WITH ACI-318-95 (ULTIMATE STRENGTH DESIGN METHOD).
COLUMNS AND SHEAR WALLS 50 20 mm E.W EACH WAY
ALL RETANING WALL STRUCTURE SHOULD BE AS BRITISH 8 97- 110 or ACI - 93 - 318. EXP EXPANSION
SUSPENDED SLAB, BEAMS F FOOTING
40 20 mm
MASONARY BRICK OR CONCRETE BLOCK ACCORDING TO B.S - 5628. AND WALLS F1 FOOTING TYPE-1
WATER RETAINING STRUCTURES - 20 mm FDN FOUNDATION
6. LOADING :- F.F.L FINISH FLOOR LEVEL
PLAIN CONCRETE 25 20 mm GEN GENERAL
MINIMUM DESIGN LOAD (LIVE LOAD) ACCORDING TO IBC-09. B.R.C No.63 x x GL GRID LINE
x
SEISMIC LOAD ACCORDING TO IRAQI SEISMIC CODE 1997. x LL LIVE LOAD
100mm plain conc. x MAX MAXIMIM
WIND LOAD ACCORDING TO ASCE-05. 2. SULPHATE RESISTANT CEMENT TYPE 5 SHOULD BE USED IN ALL CONCERET WORK IN x
B.R.C No.63

15
CONTACT WITH EARTH OR BELOW D.P.C LEVEL. Nylon Sheet x MECH MECHANICAL
Nylon Sheet

0
7. FOR TYP. SECTIONS & DETAILS SEE ST-G2. x MIN MINIMUM
x
3. REINFORCMENT STEEL CONFORM TO ASTM A615 & A616 OR A617 BARS SHOULD BE GRADE x x 2Ø10 x
mm MILLIMETRES
x
400 FY=410N/mm (60000psi). x SEC SECTION
FOUNDATION AND EARTH WORK :- 150mmSub-base 90%
150mmSub-base 90%
4. PLACING OF REINFORCEMENT SHOULD BE ACCORDING TO ACI-315 DETAILING MANUAL. Ø10/200
1. FOUNDATION DESIGN BASED ACCORDING TO THE SOIL REPORT PREPARED BY THE 2Ø10
& RESEARCH ( ( ) 2023 \ 1 \ \ 4 ). 5. MINIMUM BARS COVER :-
CONSTRUCTION OF PARTITION
2. BEARING CAPACITY ACCORDING TO THE SOIL REPORT IS (10K/ m²) AT DEPTH OF (-4.00m) ON GROUND SLAB
BELOW THE EXISTING N.G.L. MEMBER (mm) Typical Sec. Of Ramp
provid construction joint for max.(5mx5m)
3. A WELL COMPACTED SUB-BASE LAYERS OF A TOTAL THICK AS INDICATED IN THE DWG. SLABS 25
SHOULD BE USED UNDER FOOTING WITH FOLLOWING SPECIFICATIONS :- BEAMS & GIRDERS 40 2Ø16
THE DIMENSION OF THE SUB-BASE LAYERS SHOULD BE LARGER THAN THE DIMENSIONS OF Ø10 @ 200
COLUMNS 40 Ø10 @ 200
THE FOUNDATION FROM ALL SIDES BY 0.25m.
INTERIOR WALLS 25
THE VALUE OF CALIFORNIA BEARING RATIO (C.B.R) SHALL NOT BE LESS THAN (35% ASTM D) 2Ø16
1883 AT 95% OF THE MAXIMUM DRY DENSITY ESTABLISHED ACCORDING TO (ASTM D)1557. EXTERIOR FACE OF WALL 40
FORMED FOUNDATION 50 Arround all windos for loovers
LIQUID LIMIT ≤ 25%.
NON-FORMED FOUNDATION 75
PLASTICITY INDEX ≤ 6%. 3-Ø16(typ.)
ORGANIC MATERIAL ≤ 2%. T&B
6. MINIMUM BARS SPACING :-
SO3 ≤ 5%. 2-Ø16
CLEAR SPACING BETWEEN PARALLEL BARS SHALL NOT BE LESS THAN BAR DIAMETER Ø16@200
OR 4/3 OF MAXIMUM AGGREGATE SIZE BUT NOT LESS THAN 25mm.
TOTAL SOLUBLE SALTS ≤ 5%.
CLEAR SPACING BETWEEN LAYERS OF BARS TO BE NOT LESS THAN 25mm AND THE
GYPSUM CONTENT ≤ 10.75%.
UPPER BARS SHOULD BE OVER THE LOWER BARS .
RELATIVE COMPACTION 95% ( MODIFIED PROCTOR).
IN COLUMNS CLEAR DISTANCE BETWEEN LONGITUDINAL BARS SHOULD BE NOT LESS TYPICAL REINF. AROUND TYPICAL UP STAND DETAIL
4. SULPHATE RESISTANT CEMENT TYPE 5 SHOULD BE USED IN ALL CONCERET WORK IN THAN 1.5 BAR DIAMETER NOR LESS THAN 40mm.
CONTACT WITH EARTH OR BELOW D.P.C. LEVEL.
OPENNINGS UP TO 600 ROOF OPENNINGS
7. MINIMUM LAP LENGTH (UNLESS NOTED ON DRAWINGS) SHOULD BE AS TABLE BELWO :-
5. BACKFILL AROUND FOOTINGS AND UTILITY TRENCH WITHIN THE BUILDING AREA SHOULD
BE DONE WITH APPROVED SELECTED CLASSIFIED MATERIAL FREE OF CLAY AND SHOULD
BE MECHANICALLY COMPACTED IN LAYERS, NOT EXCEEDING 250mm LOOSE THICKNESS BAR DIA.(mm) 10 12 16 18 20 22 25
TO 90% OF MAXIMUM PROCTOR DENSITY. LAP LENGTH (mm) IN 400 500 600 650 700 800 900
COLUMNS
LAP LENGTH (mm) IN PROVID 2-Ø6 PLATE (300 * 250 * 3 )
400 600 700 800 900 1000 1250
ELSE WHERE AT EVERY 5TH COURSE OF BRICK AT EVERY 5TH COURSE OF BRICK
CONSTRUCTION JOINT AND WATERPROOFING :-
1. CONSTRUCTION JOINT :- LAP LOCATION IN SLABS AND BEAMS :-

CONSTRUCTION JOINT IN FLOORS SHOULD BE LOCATED WITHIN THE MIDDLE THIRD OF * AT SUPPORT FOR BOTTOM BARS.
SPANS OF SLABS ,BEAMS & GIRDERS,JOINT IN GIRDER SHOULD BE OFFSET A MINIMUM
DISTANCE OF TWO TIMES THE WIDTH OF INTERSECTING BEAMS. * AT MID SPAN FOR TOP BARS.

AT CONSTRUCTION JOINTS SURFACES SHOULD BE ROUGHENED BY BROOMING OUT LAP LOCATION IN FOUNDATION :-
MORTAR, EXPOSING 12mm OF COARSE AGGREGATE TWO HOURS AFTER PLACING
* AT SUPPORT FOR TOP BARS.
CONCRETE.
* AT MID SPAN FOR BOTTOM BARS.
CONSTRUCTION JOINTS FOR STRUCTURAL SLAB / FOUNDATION / WALLS ETC. AND
VOLUME OF CASTING IN A POUR SHOULD BE APPROVED BY THE ENGINEER. CONECTION BETWEEN BRICK WALL CONECTION BETWEEN BRICK WALL
8. VERTICAL REINFORCEMENT IN COLUMN :-
AND R.C. COLUMN AND R.C. COLUMN
CONSTRUCTION JOINTS SHOULD BE DOWELED, KEYED AND THOROUGHLY CLEANED, ALL
CONSTRUCTION JOINTS SHOULD BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL
WHERE COLUMN FACE ARE OFFSET 75mm OR MORE SPLICE OF VERTICAL BARS proposel 1 proposel 2
TO THE OFFSET FACE SHOULD BE MADE BY SEPARATE DOWELS OVER LAP AS SPECIFIED
CONSTRUCTION JOINT DETAILS SHOWN ON THE STRUCTURAL DRAWINGS,CONTRACTOR ABOVE.
HAVE TO PREPARE ANY MISSING DETAILS NOT COVERED IN THE STRUCTURAL DRAWINGS
AND SUBMIT FOR ENGINEER'S APPROVAL. WHERE A LONGITUDINAL BARS ARE OFFSET AT SPLICE THE SLOPE OF INCLINED ADJACENT
PORTION SHALL NOT EXCEED 1:6 (HORIZANTAL:VERTICAL). no. date initials revision
2. WATERPROOFING :-
CHANGING OF REINFORCEMENT BETWEEN FLOORS WHERE SUCH SITUATION OCCURS
WATER STOPS SHOULD BE USED AT ALL CONSTRUCTION,CONTRACTION & EXPANSION THE REINFORCEMENT OFF SHOULD BE CUT OFF AT DISTANCE 75mm BELOW FLOOR
JOINTS,WHERE WATERPROOFING SYSTEM IS APPLIED ALL INTERSECTION PIECES OF LEVEL SPACED 100mm AND PLACED BEFOR THE POINT OF BEND. A
WATER STOPS SHOULD BE FACTORY MOLDED.
a job title
WHERE LONGITUDINAL BARS OFFSET,PROVIDE 4TIES. A
ALL CONCRETE WORKS IN CONTACT WITH SOIL FOR NORMAL STRUCTURE SHOULD BE Ø10@200
COATED WITH PROTECTIVE LAYER. 9. HOT & COLD WETHERING SHOULD BE ACCORDING TO ACI-305R-99. B

h
(A)
10. ALL REINFORCING BAR BENDS TO BE MADE COLD. 250 250 drawing title
a B
11. IN ONE-WAY SLAB, SHRINKAGE & TEMPERATURE REINF. STEEL EXTENDING IN THE LONG
. all dim. from ARCH D.W.G. DIRECTION SHALL BE PLACED IN THE PLACE OF, AND TIED TO THE MAIN REINF.
EXTENDING IN THE SHORT DIRECTION.
L<2000, h=200 , A=B=2-Ø12
SEC. ( a - a )
designed
GENERAL NOTES
project manager
L<5000, h=400 , A=2-Ø12 , B=2-Ø16 ENG : DR-Majid Albana
checked scale date
12. MIXING & PLACING CONCRETE SHOULD BE DONE ACCORDING TO ACI - 318M - 95 (CHAPTER 5)
CONDUIT OR PIPE SIZE SHALL NOT EXCEED 30% OF SLAB THICKNESS UNLESS SPECIFICALLY LINTEL REINFORCEMENT job no. sheet no.

2
drawn
DETAILED,OTHERWISE CONCENTRATIONS OF CONDUITS OR PIPES SHOULD BE AVOIDED EXCEPT
WHERE DETAILED OPENINGS ARE PROVIDED, ALL SUBJECTED TO ENGINEER'S APPROVAL. approved
 EXCAVATION, BACK FILLING & FOUNDATION
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INVESTIGATE OR TO CHECK THE SOIL GEOTECHNICAL PROPERTIES BY HAVING SPECIALIST
AND AFTER COMMENCING OF THE UNDERGROUND WORK.
THE DESIGN LOADS NEW SLAB TO BE POURED FREE END SLAB
(CANTILEVER SLAB)

2. FOOTINGS FOR BUILDING SHALL BE FOUNDED ON UNDISTURBED SOIL.

RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ELEVATION OF FOOTING TO OBTAIN SUCH BEARING PRESSURE. UNDER NO 1) SUPER IMPOSED DEAD LOAD (SDL) : 100% SUPPORTING
CONDITION FOOTINGS SHOULD BE PLACED ON LOOSE, SOFT OR UNDESIRABLE MATERIAL. IF SUCH MATERIALS ARE ENCOUNTERED,
2
THEY SHOULD BE REMOVED UNTIL FIRM LAYERS ARE ENCOUNTERED AND REQUIRED BEARING PRESSURE IS OBTAINED. FLOOR SCREED 0.80 KN/m
FREE END SLAB
2
TILES 0.20 KN/m (CANTILEVER SLAB)

2
3. THE SITE SHOULD BE CLEARED OF ALL BOULDERS, DEBRIS, DECOMPOSABLE MATERIAL SUCH AS WOOD, GRASS, PLANTS, ...ETC. False Ceiling & MECHANICAL DIVISIONS 0.50 KN/m
OLD SLAB
ALL EXISTING MISCELLANEOUS FILL SHOULD BE REMOVED FROM AREAS WHERE STRUCTURAL SUPPORT IS REQUIRED. ANY SOIL EXTERNAL & INTERNAL PARTITION WALL 2.5 KN/m
2
50% SUPPORTING

AT STRIPED LEVEL THAT SOFTENS DUE TO RAINFALL, GROUND WATER, DISTURBANCE OR ANY OTHER CAUSE SHOULD BE EXCAVATED Bricks
AND REPLACED WITH CONTROLLED BOTTOM
FILL. OF EXCAVATIONS SHOULD BE SMOOTH AND FREE OF LOOSE EARTH OR SAND. TOTAL --------------------- 4.00 KN/m
2
FREE END SLAB
(CANTILEVER SLAB)
ANY LOOSE OR SOFT AREAS SHOULD BE COMPACTED TO THE REQUIRED DENSITY.
4. IF DURING CONSTRUCTION ANY SIGNIFICANT VARIATIONS FROM WHAT IS REPORTED IN THE GEOTECHNICAL SOIL REPORT, 2) LIVE LOADS: OLD SLAB

THE ENGINEERS SHOULD BE NOTIFIED TO VISIT THE SITE AND ASSESS THE SITUATION. COLUMN COLUMN
25% SUPPORTING

5. PRIOR TO PLACEMENT OF BLINDING CONCRETE FOR FOUNDATIONS, WHEREVER POSSIBLE, BOTTOM OF EXCAVATIONS SHALL BE RESIDENTIAL AREAS 3.0 KN/m
2
FREE END SLAB
(CANTILEVER SLAB)
COMPACTED BY HEAVY VIBRATORY ROLLER TO 95% MIN. OF MODIFIED PROCTER DENSITY FOR COHESIVE AND WELL GRADED SOILS. 2
STAIRCASE 5.0 KN/m
100 MM BLINDING CONCRETE THICK E BE POURED UNDER THE RAFT FOOTINGS.

6. PROVIDE A POLYETHYLENE FILM (0.2MM) BELOW ALL GROUND LEVEL SLABS. FILM TO BE FIRMLY ANCHORED TO GROUND DETAIL FOR SLAB SUPPORTING COLUMN COLUMN

(BACK PROPPING)
AND ADEQUATELY LAPPED.

7. BEFORE ANY BACKFILLING, ALL FORMS SHOULD BE REMOVED BUT IN NO CASE LESS THAN 24HOURS AFTER PLACING CONCRETE.
ALL DEBRIS SHOULD BE CLEANED OUT.

8. USE WELL GRADED, NON COHESIVE SOILS FOR BACKFILLING. BACKFILL MATERIALS SHOULD NOT CONTAIN ANY ROOTS, CONSTRUCTION 3) WIND LOADS:
DEBRIS, DELETERIOUS MATERIALS, ORGANIC MATTERS, COBBLES OR BOULDERS(SIZE>80MM). THE FINES PERCENTAGE SHOULD NOT
EXCEED 15% AND THE SOIL SHOULD BE NON PLASTIC. The main wind force resisting system (MWFRS) and all components and cladding (C&C) are determined in accordance to the ASCE (2016).
All other parameters related to wind load are estimated according to (UnifiedFacilities Criteria (UFC) 2013).
9. IT IS EXPECTED THAT THE LAND WILL BE GRADED AND LEVELED TO THE FINAL FINISHED GRADE.
Based on aforementioned codes and standards, wind parameters for Baghdad city
10. CLEAN SAND, FREE OF SALTS AND ORGANIC MATERIALS, AND WITH LESS THAN 10% PASSING THE NO. 200 SIEVE, IS CONSIDERED Table 1.1:
Wind Parameters for Baghdad that are Adopted in the Analysis.
SUITABLE MATERIAL. BACKFILL MATERIALS SHOULD BE PLACED IN LOOSE LIFTS HAVING THICKNESS OF NOT MORE THAN 25 cm GENERAL NOTES :-

COMPACTED TO THE REQUIRED DENSITY, USE VIBRATORY ROLLER FOR COMPACTING GRANULAR SOILS.
Table 1.1
Wind Parameter NOTATION NOTATION Reference Frameworks removal time :
TO AVOID STRESSING THE DUCT.
ALL STRUCTURAL FILL MATERIAL SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95% OF THE MAXIMUM DRY DENSITY
Basic Wind Speed V 161 km/h ASCE (2016), (Unified Facilities Criteria (UFC) 2013) Type of framework Min. period before striking formworks
OBTAINED BY THE MODIFIED PROCTOR TEST, USE NUCLEAR DENSITY GAUGES AS PER ASTMD-2922 TO MONITOR COMPACTION WORKS.
NO BACKFILLING SHALL BE PERFORMED BEFORE CASTING OF THE SLABS THAT SUPPORT THE RETAINING WALLS. Exposure Category B ASCE (2016) Vertical framework of the column 24 hrs

Vertical framework of the shear walls 2-3 days

11. FOR WALLS HAVING FILL ON BOTH SIDES, BACK FILLING OPERATION SHALL PROCEED SIMULTANEOUSLY IN EQUAL LIFTS. Topographic Factor Kzt 1 ASCE (2016)
framework of the slab and beam
DIFFERENTIAL ELEVATION OF TOP OF LIFTS BETWEEN EACH SIDE SHALL NOT EXCEED 50 cm. Gust-Effect Factor G 0.85 ASCE (2016) a. span up to 6 m 14 days
a. span from 6-8 m 20 days
12. ALL CONNECTIONS OF PIPING BETWEEN THE STRUCTURES AND THE EXTERIOR BE DELAYED TO A LATER STAGE OF CONSTRUCTION
Directionality Factor Kd 0.85 ASCE (2016)
AFTER WHICH MOST OF THE SETTLEMENT WOULD HAVE TAKEN PLACE, UNLESS FLEXIBLE SLEEVES ARE USED.

13. ALL SERVICE LINES SHALL BE LAID OUT IN A CLEAN SAND BED COMPACTED TO THE REQUIRED DENSITY.

14. UTILITY TRENCHING SHALL BE SUCH THAT DUCT RUNS CAN BE MADE AS STRAIGHT AS POSSIBLE, BOTH HORIZONTALLY AND VERTICALLY,
4) SEISMIC LOADS:
AND IF A DEFLECTION MUST BE MADE IN A DUCT LINE, THE DEFLECTIONS SHOULD BE ALONG A SMOOTH AND GRADUAL CURVE Seismic Design Categories (SDCs) are adopted from ASCE (2016). All other parameters related to seismic zone are estimated according to
(Iraqi seismic code (2017).
Table 1.2:Seismic Parameters for Baghdad that are Adopted in the Analysis. no. date initials revision
6) CONSTRUCTION JOINTS AND CONTROL JOINTS: Table 1.2
seismic Parameter NOTATION
NOTATION Reference
1. CONSTRUCTION JOINTS IN FLOOR SHALL BE LOCATED WITHIN THE
MIDDLE THIRD OF SPANS OF SLABS, BEAMS AND GIRDERS, U.N.O. ON DWGS. Seismic Design Category D ASCE (2016), the soil type has been Assumed
2. BEAMS, GIRDERS AND HAUNCHES SHALL BE PLACED MONOLITHICALLY Response Modification Coefficient R 3.5 ASCE (2016)
AS PART OF A SLAB SYSTEM, UNLESS OTHERWISE SHOWN IN Topographic Factor Kzt 1 ASCE (2016)
DESIGN DRAWINGS OR SPECIFICATIONS. ASCE (2016)
Overstrength Factor 2.5
3. CONTROL JOINTS IN SLAB ON GRADE SHALL BE SPACED AT 6.00 Importance Factor I 1 ASCE (2016) job title
METERS (MAX.) INTERVAL ON BOTH DIRECTIONS. THE RESULTING Mapped Maximum Considered Ss 0.30 Iraqi seismic code 2017
PANEL SHOULD BE APPROXIMATELY SQUARE. A CHECKERED BOARD PATTERN.
Earthquake (MCER), 5%
4. IN WALLS HAVING FREQUENT OPENINGS, SPACING OF CONTROL damped, spectral response
JOINTS 6.00 METERS APART IS CONSIDERED MAXIMUM. THE acceleration parameter at short
SPACING IN WALLS WITHOUT WINDOWS SHOULD NOT BE MORE THAN periods (A)
7.50 METERS AND A JOINT WITHIN 3.00 METERS OF EACH Maximum Considered S1 0.10 Iraqi seismic code 2017
CORNER IS DESIRABLE. Earthquake (MCER), 5% drawing title
5. VERTICAL CONSTRUCTION JOINT SPACING IN WALLS SHALL NOT BE damped, spectral response
MORE THAN 12.00 METERS AND LOCATED WITHIN THE MIDDLE acceleration parameter at a
THIRD OF THE SPAN BETWEEN COLUMNS.

* Seismic Load assumed also According to the Iraqi Code 2016.

period of 1 s
Seismic coefficient Ca 0.12 Soil investigation report
THE DESIGN LOADS
* Load Pattern assumed for Seismic (EX,-EX,+EX,EY,-EY,+EY)
designed project manager
* SS=0.30
ENG :DR- Majid Albana
* S1=0.1
Seismic coefficient Cv 0.18 Soil investigation report checked scale date
* Soil Profile Type =E
* Occupancy Importance =1 1-100 10 /2022
* Response Modification R =5.00 drawn job no. sheet no.
* System Overstrength Omega =2.50
* Deflection Amplification Cd=4.5
* Soil Profile Type =E
Undrained shear strength kN/m2
Soil type"stiff soil"
Vs
SD
53.70 Soil investigation report
Soil investigation report approved
3 ST/D/03
 A B C D E F G H I J
‫ؤ‬

6.42 6.47 6.47 6.27 6.27 6.47 6.47 6.42

4.55
W1 W1 W1 W1
W1 W1

13.90

Ø25@250 B. MESH
Ø25@200 T. MESH
6.57

ADDITIONAL
Ø25@250 mm
BOTTOM L=3m

Ø25@200 T. MESH 7.00

Ø25@250 B. MESH

7.00

ADDITIONAL
Ø25@250mm
BOTTOM L=3m

no. date initials revision

3.0
job title

3.0 (A)
drawing title

Foundation Plan
PLAN OF FOUNDATION
REINFORCEMENT&SEC.
designed project manager
ENG : DR-Majid Albana
checked scale date

THICK. = 1100 mm . all dim. from ARCH D.W.G. drawn

1-100
job no.
10 /2022
sheet no.

approved 4 ST/D/04
 A B C D E F G H I J
‫ؤ‬

‫بور ملس‬ ‫بور ملس‬

no. date initials revision

job title

(A)
drawing title

Foundation Plan PLAN OF FOUNDATION

REINFORCEMENT&SEC.
designed project manager

BASEMENNT PLAN ENG : DR-Majid Albana

checked scale date

THICK. = 1100 mm . all dim. from ARCH D.W.G. drawn

1-100
job no.
10 /2022
sheet no.

approved 5 ST/D/05
B

B
Lift

Lift
12 - Ø20
Ø12@200

Ø12@200 2100

10 - Ø16

Ø12@200
12 - Ø20

300

Ø20mm@25cm c/c W3 Reinf.

Ø25mm@20cm c/c
Top (Y-Direction)
Top (X-Direction)
3Ø16 arround
door opening
Ø25mm@20cm c/c
Top (X-Direction) VERTICAL REINFORCEMENT
Ø25mm@20cm c/c
Bottom (Y-Direction)
HORIZONTAL REINFORCEMENT 3Ø16 250
door opening
20Ø16
Ø25mm@25cm c/c
Top (X-Direction) Ø25mm@20cm c/c
Ø20mm@25cm c/c
1.500 Bottom (X-Direction)
Top (Y-Direction) Ø20mm@25cm c/c 20Ø16 DETAIL A
Top (Y-Direction) 10 cm Lean Concrete
300
50cm Boulder and Sub-base
Natural Soil
Extra Bars Ø25mm@20cm
on lift rooms
W1 Reinf.
Section DETAIL A
Ø25mm@20cm c/c
Bottom (X-Direction) B-B no. date initials revision

Ø50mm@20cm c/c
Bottom (Y-Direction) MINIMUM LAP LENGTH (UNLESS NOTED ON DRAWINGS) SHOULD BE AS TABLE BELWO :- job title

(A)
BAR DIA.(mm) 10 12 16 18 20 22 25
drawing title

Section B'-B' LAP LENGTH (mm) IN

COLUMNS
400 500 600 650 700 800 900 Section A'-A' lift
LAP LENGTH (mm) IN 400 600 700 800 900 1000 1250 detail
ELSE WHERE designed
ENG : Majid Albana
project manager

checked scale date

ENG : Majid Albana 1-100 10 /2023
drawn job no. sheet no.

approved
ENG : Majid Albana

6 ST/D/06
 A'

B'

250

12 No. Ø12

0
6 /15
Ø1

00
2/2
0.500
Ø1

A'

SECTION A'-A' (between Foundation &

landing )
5Ø16mm Ø16mm@200
B'

‫بور ملس‬

Slab Reinf.

250

250

Ø12@150

50 Slab Reinf.
6/1
250
Ø1
Ø12/200 0 Slab Reinf.
2/20
Ø1 0
2/20
Ø1
Ø12/200

200 Slab Reinf.

2T16

SECTION A'-A' (between slab & landing ) 200mm

no. date initials revision

job title

(A)
drawing title

Stairs detail
. all dim. from ARCH D.W.G. designed
ENG : DR-Majid Albana
checked
project manager

scale date
1-100 10 /2022
drawn job no. sheet no.

approved
7 ST/D/07
 A B C D E F G H I J
‫ؤ‬

W3 W3
1
C1 C1 C1 C1 C1 C1 C1 C1
C1
SCHEDULE OF COLUMNS AND WALLS
W1 W1 W1 W1
W1
W1
COLUMNS SIZE
C2 OR WALLS LENGTH WIDTH REMARK
ID (mm) (mm)
C1 850 850 just in basement
C2 850 450
C3 850 450

C3
2 W1 250 2500 lift
C2 C2 C2 C2 C2 C2 C2
C3 W3 300 2200

Notes

C2 C2 C2 C2 C2 C2 C2 3
C3
C3

4
C2 C2 C2 C2 C2 C2 C2
C3 C3

W3

W3
W3
C2 C2 5
C2 C2 C2 C2 C2
W3 W3 W3
W3

no. date initials revision

job title

(A)
drawing title

COLUMNS & WALL KEY PLAN

COLUMNS & WALL KEY PLAN designed
ENG : DR-Majid Albana
checked
project manager

scale date

. all dim. from ARCH D.W.G. drawn

1-100
job no.
10/2022
sheet no.

approved 8 ST/D/08
 14 - Ø25 16 - Ø25

Ø10@200 Ø10@200
2Ties/Set 2Ties/Set
Main Bar Roof Floor

Ties

Column Reinf.
Rest See
C 50 850 850

Section
450 450

3 rd Floor

Main Bar 3 rd Floor 14 - Ø25 20- Ø25 12- Ø20

Ties Ø12@200 Ø12@200 Ø12@200

3Ties/Set 3Ties/Set 2Ties/Set

Rest See Column Reinf.

C 50
850 850
700
Section

Ground Level
850 450 300
foundation
level

28 - Ø25 20 - Ø25 12 - Ø16

Dowels
C1 C2 C3

Rest See Column Reinf.

no. date initials revision

job title

(A)
drawing title

SCHEDULE OF COLUMN
Typ. Sec. For Column
designed project manager
ENG : DR-Majid Albana
TYPICAL INTERNAL COLUMN TO BEAM DETAIL TYPICAL EDGE COLUMN TO BEAM DETAIL checked scale date
1-100 10 /2022
drawn job no. sheet no.

. all dim. from ARCH D.W.G. approved 9

 Reinf. conc. Raft Ø16@15cm C/C
foundation .
5 cm plain concrete Ø12@20cm C/C
2layers Bitumen 1cm thick. min
with bitumen felts between them
(1:2:4) 10cm Blinding
w/c = 0.45 , coarse agg. 5-19 mm
25cm Sub base 95% comp.
300 mm 25cm Bolder
COMPACTED Sub grade ( stiff & stable )
SUBBASE
100 mm
LEAN CONC. f16@150
f16@150
RAFT REINF.
400

8
1

SECTION IN RAFT FOUNDATION &

SEC. J-J STAIR NECK

f16@150 f16@150
0.4

0.4
Reinf. conc. Raft
foundation .
5 cm plain concrete

0.4
W2
2layers Bitumen 1cm thick. min
with bitumen felts between them
(1:2:4) 10cm Blinding
w/c = 0.45 , coarse agg. 5-19 mm
VAR.

25cm Sub base 95% comp.

25cm Bolder
Sub grade ( stiff & stable ) Protection Wall

Ø16@20
cm C/C

0.4 4.00 0.4

0.22

0.10

no. date initials revision

0.25
0.09

0.25
job title

SEC. K-K SECTION IN RAFT FOUNDATION

(A)
drawing title
BASEMENT WALL W2 RAMP
REINFORCEMENT&SEC.
designed project manager
ENG : DR-Majid Albana
checked scale date
1-100 10 /2022
drawn job no. sheet no.

approved
10 ST/D/10
 L1 (CLEAR SPAN) L2 (CLEAR SPAN) L3 (CLEAR SPAN)

0.30 L1 OR 0.30 L2 0.30 L2 OR 0.30 L1 0.30 L2 OR 0.30 L3 0.30 L3 OR 0.30 L2

0.3 L1 0.3 L3
GREATER OF TWO GREATER OF TWO GREATER OF TWO GREATER OF TWO

SAME LAYER

SAME LAYER

SAME LAYER
BAR D
TOP AT DISC. BAR E BAR E BAR F
SUPPORT BAR C BAR C BAR C
TOP BARS TOP AT TOP BARS TOP AT TOP BARS TOP AT
SUPPORT SUPPORT SUPPORT
50 50

40Ø
40Ø 40mm CLEAR 40Ø
17Ø

17Ø
90° ACI
90° ACI
D

D
COVER (TYP.) HOOK
17Ø

17Ø
HOOK SPLICE SPLICE SPLICE

BAR A BAR B BAR A BAR B BAR B

BOT. BARS BOT. BARS BOT. BARS
BAR A BOT. BARS BOT. BARS
BOT. BARS BAR A
EQ EQ EQ EQ EQ EQ
BOT. BARS

SAME LAYER

SAME LAYER
CANTILEVER 0.05 L1 0.10 L1 0.10 L2 0.10 L3 0.05 L3
0.10 L2

50
FOR STIRRUPS SEE SCHEDULE
50 50 FOR STIRRUPS SEE SCHEDULE
50 50 FOR STIRRUPS SEE SCHEDULE

FOR STIRRUPS DISCONTINUOUS CONTINUOUS BEAM CONTINUOUS BEAM DISCONTINUOUS

SEE SCHEDULE BEAM END SUPPORT END SUPPORT END SUPPORT END SUPPORT

NOTES:
1. REFER TO BEAM SCHEDULE FOR No. AND SIZE OF TOP AND BOTTOM BARS REQUIRED PER BEAM.
2. PROVIDE 60mm CENTRE TO CENTRE WHEN SCHEDULES CALL FOR 2 LAYERS OF REBARS. TYPICAL BEAM LONGITUDINAL SECTION
3. FOR CANTILEVER BEAMS OR RIBS, BARS SHOULD BE EXTENDED UP TO ONE HALF THE CANTILEVER SPAN. NOT TO SCALE

W
D

D
D

W W

Type (1) no. date initials revision

Type (2)
TYPICAL INTERNAL BEAM SECTION
TYPICAL EDGE BEAM SECTION
N.T.S
N.T.S
Type (4)
job title
TYPICAL EDGE INV. BEAM SECTION TYPICAL BEAM LONGITUDINAL SECTION

N.T.S (A)
drawing title

designed project manager

ENG : DR-Majid Albana
checked scale date
1-100 10 /2022
drawn job no. sheet no.

approved
11
 A B C D E F G H I J
‫ؤ‬

2-16

B2 B2 B2 B2 B2 B2
B2 B2 0.7
1
10@250 mm
4-12

2-16
0.30

B3 B1 5-25
W2 W2
Ø12@150 B&T MESH

Ø12@150 B&T MESH

W2 W2 2-20
2 2 700 10@250 mm
2 2 2 4-25
Ø12@150 B. MESH Ø12@150 B. MESH
Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH

Ø12@150 B. MESH
Ø12@200 T. MESH
0.7
10@250 mm 4-25
B1
850
B1 4-12

3 2-25
Ø12@150 B. MESH Ø12@150 B. MESH
Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH

Ø12@200 T. MESH
B2:Sect:1 just BASEMENT floor
Ø16@200 B. MESH
B3
B3
4
Ø12@150 B. MESH Ø12@150 B. MESH
Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH

25 mm
25 mm 25 mm camber
25 mm 25 mm
25 mm
25 mm 25 mm camber camber camber
camber Ø12@200 . MESH
camber camber
camber

200
400
5
200

3000

Ø12@150 B. MESH
B1
B1

2Ø25
25 mm
Camber slab camber 25 mm

1.5

SLAB REINFORCEMENT (BASEMENT ) no. date initials revision

12Ø16 mm
SLAB THICKNESS = 200 mm

12@250 mm
colum Reinf.
MINIMUM LAP LENGTH (UNLESS NOTED ON DRAWINGS) SHOULD BE AS TABLE BELWO :- job title

TOP REINFORCEMENT BAR DIA.(mm) 10 12 16 18 20 22 25

Slab Reinf. (A)
LAP LENGTH (mm) IN COLUMNS 400 500 600 650 700 800 900
2Ø25 drawing title
LAP LENGTH (mm) IN SLAB & BEAMS 400 600 700 800 900 1000 1250
0.30
PLAN OF SLAB
BOTTOM REINFORCEMENT
REINFORCEMENT&SEC.
designed project manager
ENG : DR-Majid Albana
SEC. 2-2 . all dim. from ARCH D.W.G. checked scale date
1-100 10 /2022
drawn job no. sheet no.

approved
11 ST/D/11
 3.00 3.00

58.00
+36.90
29.00 29.00

3.18 6.42
B 6.47 6.47 6.47 6.47
B 6.42 3.18
6.27 6.27

4.00
3.00 3.00

0.18
2.29
1.40
2.00 2.00
1.40
+32.60
2.50 2.50

‫بور ملس‬ ‫بور ملس‬

2.60 2.60 2.60 2.60

3.00 3.00 3.00 3.00

2.75 2.75 4.00

2.50 2.50
3.00

+28.30

13.90

4.00 4.00
4.00
3.00

+24.00

4.00
3.00

+19.70

4.00
3.00

+15.40
10.29

29.45 29.45
40.00

4.00
3.00

+11.10

4.00
3.00

+6.80

25.33 25.33
2.80
2.50
10.29

6.00

3.00 3.00

+0.50
±0.00

3.00

_ 2.80
5.35
5.00

BASEMENT plan B

SECTION B-B
no. date initials revision

job title

(A)
drawing title
PLAN OF BASEMENT & SECTION

designed project manager

ENG : DR-Majid Albana
checked scale date
1-100 10 /2022
drawn job no. sheet no.

approved
12 ST/D/12
 2-20 2-16

0.7 0.7
10@250 mm 10@250 mm
4-12 4-12

2-25 2-16
0.30 0.30
A B C D E F G H I J
‫ؤ‬

B4 B2 5-25

52.00

B26.42 B2 B2 B2 B2 B2 B2
B26.51 6.47 6.27
1 0.7

10@250 mm
4-12

B2 B2 5-25
0.40

B3 B5
B5 B5 B5 B5 ADD Ø20@200 T L= 4.5m
3-25 5-25
B2
2
Ø12@150 B. MESH Ø12@150 B. MESH
Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH

Ø12@150 B. MESH
Ø12@200 T. MESH
ADD Ø20@200 T L= 4.5m
0.8 0.7

B1
B2 B1 10@250 mm 10@250 mm
4-12 4-12
3
Ø12@150 B. MESH Ø12@150 B. MESH
Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH

6-25 2-25
Ø12@200 T. MESH
0.40 0.30
Ø16@200 B. MESH

4 B2 B3
Ø12@150 B. MESH Ø12@150 B. MESH
ADD Ø20@200 T L= 4.5m Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH
ADD Ø16@200 T L=7.5

ADD Ø20@200 T L= 4.5m

Ø12@200 . MESH
ADD Ø16@200 T

25 mm camber
B2 25 mm camber

5
400
200

200

3000

B3 B1
B3 Ø12@150 B. MESH

B1

ADDITIONAL
Ø12@200 mm
TOP L=4m

no. date initials revision

SLAB REINFORCEMENT (GROUND FLOOR)

SLAB THICKNESS = 200 mm
job title
colum Reinf.
MINIMUM LAP LENGTH (UNLESS NOTED ON DRAWINGS) SHOULD BE AS TABLE BELWO :-

BAR DIA.(mm) 10 12 16 18 20 22 25
(A)
TOP REINFORCEMENT
Slab Reinf.
LAP LENGTH (mm) IN COLUMNS 400 500 600 650 700 800 900 drawing title

LAP LENGTH (mm) IN SLAB & BEAMS 400 600 700 800 900 1000 1250 PLAN OF SLAB

FOR ALL DROP PANLE BOTTOM REINFORCEMENT

REINFORCEMENT&SEC.
designed project manager
ENG : DR-Majid Albana
3.0 checked scale date
. all dim. from ARCH D.W.G. drawn
1-100
job no.
10 /2022
sheet no.
4.0
approved
12 ST/D/12
 2-20 2-16

0.7 0.7
10@250 mm 10@250 mm
4-12 4-12

2-25 2-16
0.30 0.30
A B C D E F G H I J
‫ؤ‬

B4 B2

B2 B2 B2 B2 B2 B2
B2 B2
1

B2 B2
ADD Ø20@200 T L= 4.5m
B3
ADD Ø20@200 T L= 4.5m
3-25 5-25

2
Ø12@150 B. MESH Ø12@150 B. MESH
Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH

Ø12@150 B. MESH
Ø12@200 T. MESH
0.8 0.7

B1 10@250 mm 10@250 mm
B1 B2 B2
4-12 4-12
3
Ø12@150 B. MESH Ø12@150 B. MESH
Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH

6-25 2-25
Ø12@200 T. MESH
0.40 0.45

ADD Ø20@200 T L= 4.5m Ø16@200 B. MESH ADD Ø20@200 T L= 4.5m

4 B2 B3
Ø12@150 B. MESH Ø12@150 B. MESH
Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH Ø12@150 B. MESH
ADD Ø16@200 T L=7.5

Ø12@200 . MESH

ADD Ø16@200 T
200
25 mm camber

B2 25 mm camber

5
400
200

3000

B3 B1
B3 Ø12@150 B. MESH

B1

ADDITIONAL
Ø12@200 mm
TOP L=4m

no. date initials revision

SLAB REINFORCEMENT (1st,2nd,3rd,4rth,5th,6th FLOOR)

SLAB THICKNESS = 200 mm
job title
colum Reinf.
MINIMUM LAP LENGTH (UNLESS NOTED ON DRAWINGS) SHOULD BE AS TABLE BELWO :-

BAR DIA.(mm) 10 12 16 18 20 22 25
(A)
TOP REINFORCEMENT
Slab Reinf.
LAP LENGTH (mm) IN COLUMNS 400 500 600 650 700 800 900 drawing title

LAP LENGTH (mm) IN SLAB & BEAMS 400 600 700 800 900 1000 1250 PLAN OF SLAB

FOR ALL DROP PANLE BOTTOM REINFORCEMENT

REINFORCEMENT&SEC.
designed project manager
ENG : DR-Majid Albana
3.0 checked scale date
. all dim. from ARCH D.W.G. drawn
1-100
job no.
10 /2022
sheet no.
4.0
approved
13 ST/D/13
A B C D E F G H I J
‫ؤ‬

5
1
C1 C1 C1 C1 C1 C1 C1 C1
C1
4.68

B2

Ø12@200 B&T. MESH 13.90 3-25 2-16

0.4

B2 B2 B2 B2 B2 B2 B2 0.8

2 10@250 mm 1.0
2
C2 C2 C3 6-12
C2 C2 C2 C2 C2
C3 2 4-12
10@250 mm
0.4

6-25

5
0.30

3-20
0.30

B2

250
sec. 2-2
Ø12@150
400

250

25 mm
None Bearing Wall
Brick Wall 24cm
None Bearing Wall
Brick Wall 24cm
Camber slab camber 25 mm
250
1000

3Ø12T&B
300

Ø10@200 Ø12@150
250

Ø12@200 H
Beam Ø16@200 V Beam

Ø16@200 H

Section 5-5 SLAB REINFORCEMENT (PEN HOUSE FLOOR )

SLAB THICKNESS = 250 mm

no. date initials revision

colum Reinf.
MINIMUM LAP LENGTH (UNLESS NOTED ON DRAWINGS) SHOULD BE AS TABLE BELWO :-

TOP REINFORCEMENT BAR DIA.(mm) 10 12 16 18 20 22 25 job title

Slab Reinf.
LAP LENGTH (mm) IN COLUMNS 400 500 600 650 700 800 900

LAP LENGTH (mm) IN SLAB & BEAMS 400 600 700 800 900 1000 1250 (A)
drawing title
BOTTOM REINFORCEMENT
PLAN OF SLAB
REINFORCEMENT&SEC.
. all dim. from ARCH D.W.G. designed
ENG : DR-Majid Albana
checked
project manager

scale date
1-100 10 /2022
drawn job no. sheet no.

approved
15 ST/D/15