PROJECT:-

PLOT NO. A-27/4 & A-28, PARK VIEW CITY, ISLAMABAD

D:\PROJECTS\Projects(2023)\June\commerical\parkview(13-06-2023)\WhatsApp Image 2023-06-14 at 12.23.18 PM.jpeg

STRUCTURAL WORKING DRAWINGS

STRUCTURAL CONSULTING ENGINEER

UMAIR MAJEED
CONSULTING ENGINEER
PEC REGISTRATION NO : CONSULT / 1816
DHA REGISTRATION NO : SE - 0254
CDA REGISTRATION NO : STRUCTURES - 220/696
RDA REGISTRATION LTR NO: RDA / LU&BC / F - 371556
GULBERG REGISTRATION NO : GI / STR / 039 / 2018

REV-02 DATED 08-08-2023 Office Address: # S-50,51,76,116,117,118,119, 2nd Floor

City Center Bank Road Saddar Rawalpindi.
E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
 GENERAL NOTES
REINFORCING STEEL
1. ALL STRUCTURAL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ARCHITECTURAL AND OTHER SERVICES DRAWINGS.
2. ANY DISCREPANCY IN THE CONTRACT DOCUMENTS SHALL BE REFERRED TO THE ENGINEER FOR DECISION BEFORE REINFORCING STEEL
PROCEEDING WITH THE WORK. THE STRUCTURAL DRAWINGS TAKE PRECEDANCE OVER THE SPECIFICATIONS. DEVELOPMENT LENGTH (INCH) IN TENSION
3. SETTING-OUT DIMENSIONS AND SIZES OF STRUCTURAL MEMBERS SHALL NOT BE OBTAINED BY SCALING THE STRUCTURAL BAR
BEAMS
DRAWINGS. DIA
* SLABS & WALLS * TOP BARS BOTTOM BARS
4. ANY SETTING-OUT DIMENSION SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED ON SITE WITH THE
#3 18" 18" 18"
ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS.
#4 24" 24" 24"
5. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITIONS,
#5 30" 30" 30"
INCLUDING AMENDMENTS, OF THE RELEVANT ACI STANDARDS (WHERE APPLICABLE).
#6 36" 36" 36"
6. WATER STOPPER ( 10" X 6MM Thick.) WITH BUBBLE SHALL BE USED AT EVERY CONSTRUCTION JOINT IN RETAINING WALL..
#7 - 42" 42"
7. ALL DRAWING SHOULD BE READ IN CONJUNCTION WITH ARCHITECTURAL, STRUCTURAL, ELECTRICAL, PLUMBING, HVAC AND
#8 - 47" 47"
OTHER RELEVANT DRAWINGS.
8. SLAB REINFORCEMENT STEEL SPLICES. (1) FOR BOTTOM BARS. LOCATE SPLICES OVER SUPPORTS. (2) FOR TOP BARS,
LOCATE SPLICES AT MID-SPAN.OR L\3 OF SPAN "L" OF LONGER SPAN .
* IFMEMBER
HOR. REINFORCEMENT SO PLACED THAT MORE THAN 12" (300) OF FRESH CONCRETE IS CAST IN THE
BELOW THE DEVELOPMENT LENGTH MULTYPLY THE ABOVE LENGTH BY 1.30
9. PARTITION WALLS SHALL NOT BE BUILT BEFORE THE REMOVAL OF FORM WORK FOR SLAB/BEAMS.
10. ALL REINFORCEING BARS TO BE FABRICATED AS PER THE BENDING SCHEDULES PREPARED BY THE CONTRACTOR AND CONCRETE
CHECKED BY THE ENGINEER. L/4 L/3 L/3 1. CONSTRUCTION JOINTS OR POUR BREAKS, WHERE NOT SHOWN ON PLANS OR DETAILS, SHALL BE LOCATED AND FORMED TO THE
11. DETAIL OF BEAM TOP BAR APPROVAL OF THE ENGINEER.
50d 2. REINFORCED CONCRETE SHALL HAVE A MINIMUM 28 DAYS CYLINDER STRENGTH OF 4000psi FOR COLUMNS AND SHEAR WALLS AND 3000psi
L = SPAN. FOR ALL REMAINING STRUCTURAL MEMBERS.
3. CONCRETE SHALL BE CONSOLIDATED BY VIBRATION. CURING OF ALL CONCRETE SURFACES SHALL BE DONE AS PER SPECIFICATIONS.
12. LAPS IN BEAMS SHALL BE PROVIDED OUTSIDE THE L/3 OF SPAN FROM FACE OF SUPPORT IN BOTH TOP AND BOTTOM BARS. 4. BRICK WORK SHALL NOT BE ERECTED ON CONCRETE SLABS OR BEAMS UNTIL FORMWORK SUPPORTING THE SAME HAS BEEN REMOVED.
13. CONSTRUCTION JOINT SHALL BE PROVIDED AT A DISTANCE L/3 FROM THE FACE OF SUPPORT . 5. ALL OPENINGS FOR PIPING SHALL BE FORMED IN POSITION BEFORE CASTING CONCRETE.
14. FOLLOWING MINIMUM CLEAR COVER TO MAIN REINFORCING STEEL SHALL BE MAINTAINED: GENERAL (in) 6. ALL NON-LOAD BEARING WALLS SHALL BE KEPT CLEAR OF THE UNDERSIDE OF SLABS AND BEAMS BY 3/4".
FOOTING = 2" 7. WATER STOPPER ( 10" X 6MM Thick.) WITH BUBBLE SHALL BE USED AT EVERY CONSTRUCTION JOINT IN RETAINING WALL.
135
COLUMNS = 1 1/2"
6d SLAB = 3/4" REINFORCEMENT
b
BEAM = 1 1/2"
WALLS = 1 1/2" 1. ALL REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO BS4461/4449 OR ASTM A 615 WITH A MINIMUM
CHARACTERISTIC STRENGTH OF 60,000psi .ALL REINFORCEMENT TO BE FIRMLY SUPPORTED ON APPROVED CHAIRS
GENERALLY AT NOT GREATER THAN 2'-0" CENTRES BOTHWAYS. BARS TO BE TIED AT ALTERNATE INTERSECTIONS. ONLY
APPROVED BAR CHAIRS/SPACERS WILL BE ACCEPTABLE, NO MORTAR BLOCKS ARE PERMITTED.
2. CLEAR COVER FOR CONCERT REINFORCEMENT SHALL BE AS PER TABLE # I.
BRICK WORK
3. STANDARD HOOKS FOR REINFORCEMENT SHOULD BE FOLLOWED AS PER TABLE # 2 & 3.
1. BRICK WORK FOR NON LOAD BEARING WALLS SHALL BE WITH 1 : 6 CEMENT / SAND MORTAR HAVING MINIMUM COMPRESSIVE
STRENGTH OF 1200 Psi. 4. Fy < FY + 18000 PSI.
5. Fu > 1.25 Fy.
FOOTINGS 6. PROVIDE #3@12"C/C FOR BINDING TOP REINFORCEMENT IN SLABS.

1. ALL FOOTING EXCAVATIONS SHALL BE CLEANED OF LOOSE MATERIAL AND WATER. 7. USE SEPARATOR BARS #8 FOR PLACING REINFORCEMENT IN LAYERS IN BEAMS.

2. ALL FOUNDATION MATERIAL SHALL BE INSPECTED BY THE CONSULTING ENGINEER BEFORE ANY CONCRETE IS PLACED. 8. CRANK IN COLUMN REINFORCEMENT IS ALLOWABLE UPTO 3" OTHERWISE EXTEND BARS INTO COLUMNS UPTO

3. WHERE VERIFIED FOUNDATION MATERIAL IS FOUND LOWER THAN THE UNDERSIDE OF FOOTINGS AS DETAILED, BACKFILL THE DEVELOPMENT LENGTH OF 30" UPTO #6 BARS AND 48" FOR #8 BARS.

SPACE BETWEEN FOUNDING MATERIAL AND FOOTING SOFFIT WITH LEAN CONCRETE.
4. SOIL INVESTIGATION SHOULD BE CARRIED OUT PRIOR TO IMPLEMENTATION OF STR DWGS .RESULTS OF SOIL REPORT FORMWORK REMOVAL AND SHORING
SHOULD BE DISCUSS WITH CONSULTING ENGINEER FOR REVIEW / REVISION ACCORDINGLY. 1. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE DESIGN, CONSTRUCTION AND SAFETY OF THE FORMWORK AND
5. FOOTING SHOULD BE LAID ON HARD AND WELL COMPACTED EARTH. SHORING.
6. THE DESIGN IS IN ACCORDANCE TO THE SEISMIC ZONE II-B. 2. NO CONSTRUCTION LOAD EXCEEDING THE CONSTRUCTION OF SUPERIMPOSED DEAD LOAD PLUS SPECIFIED LIVE LOAD SHALL BE
7. FOUNDATION HAS BEEN DESIGNED FOR EIGHT STOREYS+MUMTY WITH BEARING CAPACITY OF 1.67 TSF FOR RAFT SUPPORTED DN ANY UNSHORED PORTION OF THE STRUCTURE UNDER CONSTRUCTION, UNLESS ANALYSIS INDICATES ADEQUATE
FOUNDATION. PILES HAVE BEEN PROPOSED IN ACCORDANCE WITH PILE CAPACITIES MENTIONED IN SOIL INVESTIGATION STRENGTH TO SUPPORT SUCH ADDITIONAL LOADS.
REPORT. 3. REMOVAL OF SHUTTERING AS FOLLOWS.

S.NO. REMOVAL COLD WEATHER NO.OF DAYS NORMAL WEATHER NO.OF DAYS
1- BEAMS SIDES COLUMNS (UNLOADED) 4 2
2- SLAB SOFFITS 15 10
3- BEAMS SOFFITS 21 14

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD GENERAL NOTES Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar
Rawalpindi.
DRAWN BY DATE DRAWING ID ISSUED FOR
E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-01 CONSTRUCTION
 GENERAL DETAILS
COLUMN BARS S1
3 Nos #4 'U' Ties EXTRA
3 Nos #4 'U' Ties EXTRA 3 Nos #4 'U' Ties EXTRA
TOP BARS OF TOP BARS
BEAMS OF BEAMS TOP BARS OF BEAMS
TOP BARS OF BEAMS

TENSION
LAP
SPLICES

3'-6" 3'-6" 3'-6" BEAM SHEAR STIRRUPS 3'-6" LAP TO BE PROVIDED

ONLY WITHIN JOINT HOOPS MAY BE SPACED
BEAM SHEAR STIRRUPS

S1
CENTER HALF OF AT So1 FOR THE DEPTH OF THE
BEAM SHEAR BEAM SHEAR 2#5 CLEAR COLUMN HEIGHT LOWEST BEAM WHEN BEAMS
STIRRUPS STIRRUPS BOTTOM BARS OF BEAMS WITH WIDTH < 34 TIMES THE
WIDTH OF THE COLUMN FRAME
BOTTOM BARS BOTTOM COLUMN BARS BOTTOM BARS OF BEAMS INTO ALL OTHER CONDITIONS.
OF BEAMS COLUMN BARS USE HOOP SPACED AT So1 C/C
BARS OF BEAMS

COLUMN BARS
2"
TYPICAL COLUMN BEAM JOINT

HOOPS
JOINT
°
135
TYPICAL COLUMN BEAM JOINT OUTER SUPPORT 6db 3" (75mm)MIN.
BEAM TOP BARS
TYPICAL COLUMN BEAM JOINT 2"
1.D. = 4db FOR #3,#4,#5,[#6,#8]
OUTER MIDDLE db

4#5(T/B) LARGER OF h1 or h2 COLUMN HOOP HOOKS AT EACH END

HOOPS
1

COL.
6 ( CLEAR SPAN )

S1
VI
PRIMARY BEAM l o 18"
BEAM HOOPS
1 1/2" CL.

4#5(T/B)

4#5(T/B)
TO END OF HOOKS
ON BEAM BARS BEAM BARS DUCT OPEN

S2
CLEAR HEIGHT
3'-0" 3'-0"
2" 2"

OF COL.
INTERIOR BEAM HOOPS TENSION

COL.
TIES
BEAM BOTTOM BARS (SMALLER SECTION BEAM) LAP 6db 3" (75mm)MIN.
SECTION AT M-M SPLICES

M M 4#5(T/B)

S1

6db
135° 90°

db

SUPPLEMENTRY CROSS TIES

(ALTERNATE 90° AND 135° ENDS ON
< Span
INTERIOR BEAM HOOPS SECONDARY BEAM 3 TYP. DUCT OPENING DETAIL CONSECUTIVE CROSS TIES)

LARGER OF h1 or h2
221" 221" 212" HOOPS 1
(EXTEND REINFORCEMENT UPTO

VI
6 ( CLEAR SPAN )
l o 18"

3FEET ON ALL SIDES OF OPENING)

HOOPS
COL.
h

S1
PLAN OF BEAM TO BEAM DETAIL 2h HOOPS < d/2 2h 2h
HOOPS HOOPS HOOPS
d/4 F.F.L
< 8db LONGITUDNAL BAR
SPACING < d/4 or 4 in 12"[300mm] MIN.
24dt ( HOOPS BAR ) RAFT REINFORCEMENT
d = EFFECTIVE DEPTH
12" AS PER DESIGN
TYPICAL BEAM DETAILING

PCC(1:4:8)

SPLICE LAP LENGTH (INCHES) Well Compacted Earth

95% As Per AASHTO

BAR

h2
BEAMS / SLABS
A COLUMNS
DIA
A J D A D TOP BARS BOTTOM BARS h1
180°
#3 7" 234" 241" 7" 241" HOOK #3 - 18" 18" COLUMN SECTION

6db
#4 8" 341" 3" 8" 3"
or 221" #4 33" 33" 33"
#5 941" 421" 341" 1021" 341" #5 39" 39" 39"
521" 421" 1321" D
#6 12" 421" #6 48" 48" 48"
12db

A
#7 13" 641" 541" 1434" 541" #7 54" 54" 54"
#8 15" 7" 6" 18" 6" #8 61" 61" 61"

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD GENERAL NOTES Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-02 CONSTRUCTION
 1 2 3 4 5 6 7 8 9

17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

A
C-1 C-2 C-2 C-2
5'-1021"

C-1 LIFT
6'-0"X6'-0"

2'-121"
B
C-4
2'-3"
7'-1121"

LIFT
6'-0"X6'-0"
1
1'-2 "2

C
521" 1
"
7'-7"

1 2
5" "
2

121"
"

"
"
1

1
2

2
1
2
D
SW-1 C-3 C-6 C-6 C-3 SW-1
22'-1"

1 2'-121"
1
11 " 1021" 4" "
2
2 1'-821"
C-7
121"

C-5 C-5 C-7 C-7

E
C-5
COLUMN LAYOUT PLAN

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
COLUMN LAYOUT PLAN
PARK VIEW CITY, ISLAMABAD Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-03 CONSTRUCTION
 SCHEDULE OF COLUMNS
TIES
UPTO BASEMENT UPTO GROUND UPTO FIRST UPTO SECOND UPTO THIRD UPTO FOURTH UPTO 5TH UPTO 6TH
COLUMN FLOOR SLAB FLOOR SLAB FLOOR SLAB FLOOR SLAB FLOOR SLAB FLOOR SLAB FLOOR SLAB FLOOR SLAB S1 S2
NO.
1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 1'-6"
8#6 8#6 8#6 8#6 8#6 8#6 8#6 8#6
C-1
1'-6"

1'-6"

1'-6"

1'-6"

1'-6"

1'-6"

1'-6"

1'-6"
#3@6" #3@8"

1'-9" 1'-9" 1'-9" 1'-9" 1'-9" 1'-9" 1'-9" 1'-9"

12#6 12#6 12#6 12#6 12#6 12#6 12#6 12#6
C-2 #3@6" #3@8"
1'-9"

1'-9"

1'-9"

1'-9"

1'-9"

1'-9"

1'-9"

1'-9"
2' 2' 2'
1'-9" 1'-9" 1'-9" 1'-9" 1'-9"
4#8+8#6 4#8+8#6 4#8+8#6 12#6 12#6 12#6 12#6 12#6
C-3 #3@6" #3@8"

1'-9"

1'-9"

1'-9"

1'-9"

1'-9"
2'

2'

2'

2' 2' 2' 2' 2' 2' 2' 2'

8#6 8#6 8#6 8#6 8#6 8#6 8#6 8#6 #3@6" #3@8"
C-4
1'

1'

1'

1'

1'

1'

1'

1'
2' 2' 2' 2' 2' 2' 2' 2'
4#8+8#6 4#8+8#6 4#8+8#6 4#8+8#6 4#8+8#6 4#8+8#6 4#8+8#6 4#8+8#6
C-5 #3@6" #3@8"
2'

2'

2'

2'

2'

2'

2'
2'

2' 2' 2' 1'-9" 1'-9" 1'-9" 1'-9" 1'-9"

12#8 12#8 12#8 4#8+8#6 4#8+8#6 4#8+8#6 4#8+8#6 4#8+8#6 9"
C-6 #3@6" #3@8" 8#6
1'-9"

1'-9"

1'-9"

1'-9"

1'-9"
2'

2'

2'

18"
#3@4"
D/R
2' 2' 2' 2' 2' 2' 2' 2'
12#8+4#6 12#8+4#6 12#8+4#6 12#8+4#6 4#8+8#6 4#8+8#6 4#8+8#6 4#8+8#6
#3@6" #3@8"
2'

2'

2'

2'

2'

2'

2'

2'
C-7 #4@7"
#3@6"
(Rings)

3'
(Alternate Bars)

#6@9"

8#6

#3@4"

18"
D/R

SW-1

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
COLUMN SCHEDULE
PARK VIEW CITY, ISLAMABAD Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-04 CONSTRUCTION
 1 2 3 4 5 6 7 8 9

17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

TOP OF RAFT FOUNDATION COL
A REINFORCEMENT
4'-11"
P-1 P-1
5'-1021"

P-1 P-1 P-1 P-1 4' P-1

2'-2"

3" 27"

3" 27"
2'-10"
B

4'-7"
P-1
7'-1121"

P-1

11"
P-1

24"

24"
2'-10"
1'-2" P-1
C
7'-7"

P-1 P-2
P-2 P-1 P-1 GRANULAR MATERIAL
D COMPACTED
P-1 IN 8" THICK LAYER

10'-9"
10'-9"

11'-2"

55' OR 15' INTO HARD STRATA

5'-4" 4'-4"
P-1

55' or 15' into hard strata

22'-1"

P-1
P-1 4'-10"
P-1
6'-9"
2'-1"
1'-10" 4'-7"
6' 9'-10" 8'-9"
P-1 P-1 P-2 P-1
P-1 P-1 P-2
E
P-2

PILE LAYOUT PLAN

TOTAL NO OF PILES P-1 = 24 Nos,P-2 = 5 Nos #3@3"c/c #3@3"c/c
DEPTH = 55'-0"
PILE-1 DIA = 30", PILE-2 DIA = 39"

16#8

12#8
TYPICAL SEC. TYPICAL SEC.
#3@3"c/c OF PILE OF PILE
39"Ø
#3@3"c/c NOTE:-
30"Ø
1- TEST PILES SHOULD BE LOADED TO AT LEAST 2.5 TIMES THE
DESIGN LOAD, AND PREFERABLY TILL FAILURE.

PLAN OF P-1 PLAN OF P-2 2- PILE LOAD TEST SHALL BE CARRIED OUT TO CONFIRM PILE
CAPACITEIS PRESENTED IN SOIL INVESTIGATION REPORT.

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PILE LAYOUT PLAN
PARK VIEW CITY, ISLAMABAD Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-05 CONSTRUCTION
 1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"
A

A
#6@8"

5'-1021"

8'
#6@8" Extra
Extra
4' 4'
4' 4'
B
#6@8" 6'

7'-1121"
Extra

6'
4'
6'
8'
8'
C 12'
8' 8' 8'

4'

4'
4'
#6@8"

7'-7"
Extra #6@8" #6@8" #6@8"
Extra Extra Extra

12'

8'

8'

8'
D
#6@8" #6@8"
Extra Extra
#6@8"c/c

4'
4'
Through B/W

33" TH

2'
22'-1"

C C C C
D 2' 2' D
#6@8" #6@8"
Extra B B Extra

8' 8'
E
A
FOOTING LAYOUT PLAN
27"THICK RAFT (EXCEPT SPECIFIED)
(BOTTOM BARS)
1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"
A

A
#6@8"
5'-1021"

8'
#6@8" Extra
Extra
4'
4' 4'
B
7'-1121"

4'

C
7'-7"

D #6@8"c/c
Through B/W

#6@8"
Extra at top
22'-1"

4'
16'-6"

E
A FOOTING LAYOUT PLAN
27"THICK RAFT (EXCEPT SPECIFIED)
(TOP BARS)

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
FOUNDATION LAYOUT PLAN
PARK VIEW CITY, ISLAMABAD Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-06 CONSTRUCTION
 #6@8"c/c extra #6@8"c/c extra
B.F.F.L -10'-10" #6@9"c/c Through #6@8"c/c Through
#6@8"c/c extra
B/W B/W

14"
#6@8"c/c extra
#4@8" #4@8"

2'
#3@8" #3@8"

9"
27"
3"

3"
-14'-6" as per raft rft
3"TH PCC(fc'=1500 psi) SECTION AT B-B
24"

GRANULAR MATERIAL
-16'-6" P-1 P-1 P-1 P-1

COMPACTED UPTO 95% MODIFIED AASHTO

SECTION AT A-A

12" 12" 12" 12"

#3@8" #3@8" #3@8" #3@8" 12" 12"

#8@7"c/c Through
#4@6" #4@6" #4@6" #4@6"
#3@8"
#6@9"c/c Through
B/W
#4@6"

#6@8"c/c Through
27"

27"
33"

3"
3"

UPTO LD UPTO LD B/W

27"
PCC (fc'=1500 psi )

3"
PCC (fc'=1500 psi )
P-1 P-1 P-1 P-1
#6@8"c/c
extra
SECTION AT D-D #6@9"c/c Through
P-1
B/W
SLAB REINFORCEMENT SLAB REINFORCEMENT SECTION AT C-C
24"x24" M.H COVER

1"
4#4 TOP & BOTTOM 4#4 TOP & BOTTOM

REINFORCEMENT DETAIL OF MAN HOLE

RECOMMENDATIONS OF GEOTECHNICAL ENGINEER REGARDING SELECTION OF GRANULAR FILL

FOR FOUNDATION :-
COMPETENT NATURAL MATERIAL OR ENGINEERED FILL COMPRISING WELL GRADED SILTY SAND (1< Cc < 3 AND Cu> 4) WITH FINES NOT GREATER THAN 15%. TOTAL THICKNESS
OF THE ENGINEERED FILL, IF REQUIRED, SHOULD BE DECIDED IN CONSULATION WITH THE GEOTECHNICAL ENGINEER.
FOR RETAINING WALL :-
ENGINEERED FILL COMPRISING WELL GRADED SILTY SAND (1< Cc < 3 AND Cu> 4) WITH FINES NOT GREATER THAN 15%. PROVISION OF THE PROPER DRAINAGE SYSTEM
MUST BE ENSURED BY THE PROJECT CONSULTANTS.

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
FOUNDATION DETAILS
PARK VIEW CITY, ISLAMABAD Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-06a CONSTRUCTION
 2
1
F.F.L
GROUND FLOOR SLAB GROUND FLOOR SLAB

AS PER ARCH
9" AS PER ARCH 9" 9" AS PER ARCH 9"

1'-6" #6@6"(EACH FACE) 1'-6" 1'-6" #4@6"(EACH FACE) 1'-6" 9" 9" VENTILATOR VENTILATOR

A
R.L ±0'-0"
8#6 8#6 8#6 8#6

AS PER ARCH
9"

9"
1'-6"

1'-6"

1'-6"

1'-6"
(EACH FACE)

(EACH FACE)
4#6

4#6

4#6

4#6
#3@6" #3@6" #3@6" #3@6"
#4@6"

#4@8"
RINGS RINGS RINGS RINGS BASEMENT
FLOOR LEVEL
#4@6" #4@6" #4@8" #4@8"
AS PER ARCH

AS PER ARCH
(EACH FACE) (EACH FACE) (EACH FACE) (EACH FACE)
(EACH FACE)

(EACH FACE)

(EACH FACE)

(EACH FACE)
#6@6"

#6@6"

#4@6"

#4@6"
B.F.F.L
Refer Foundation Refer Foundation

5'-0"
LIFT LIFT RAFT AS PER PLAN RAFT AS PER PLAN

#6@5" Thr.
#4@6" #4@6"
B/W
#3@6" #3@6" #3@6" #3@6" TYPICAL RCC WALL ELEVATION
4#6

4#6

4#6

4#6
1'-6"

1'-6"

1'-6"

1'-6"
RINGS RINGS RINGS RINGS #6@6" #6@6"
MACHINE ROOF
9"

9" #8@5" Thr.

"
as per site
33
B/W
8#6 3'-6" 8#6 8#6 3'-6" 8#6
A

A
MACHINE ROOM

3"
2' 2' 2' 2'
DOOR OPENING DOOR OPENING
#4@6"
#4@6"
9" AS PER ARCH 9" 9" AS PER ARCH 9"

7"
#4@6"

#4@6"
LIFT WELL REINFORCEMENT LIFT WELL REINFORCEMENT

#4@8"

#4@8"
#4@8"

#4@8"
DETAIL FROM RAFT TO DETAIL FROM SECOND FLOOR 1'-6" 1'-6"
SECTION LIFT SHAFT
SECOND FLOOR SLAB SLAB TO ROOF FLOOR SLAB
#4@6"
(EACH FACE)

#4@8"
#4@8"
9" As per Architectural
2#6 6" Drawings
#3@3"
12"
As Per Arch

2#6
#4@7"

SECOND FLOOR

#5@6"
2#6
#3@3" #4@6"c/c
2#6
7" THICK 9"
#4@6"c/c

9" 2#6 9"

G.F.F.L G.F.F.L G.F.F.L
SEC AT X-X
#3@6"
#3@8" 3#6 #3@8"

AS PER ARCH

AS PER ARCH

AS PER ARCH
DOOR OPENING VENTILATOR SEE SECTION X-X
#4@6" #4@5" FIRST FLOOR

#4@7"
X "
18 P.) As per Architectural
( TY

12"
9" Drawings 9" ±0'-0" ±0'-0" ±0'-0"
R.L #3@8" R.L R.L
LIFT TOP SLAB #4@6" #6@6"
AS PER ARCH

BOTTOM BARS #4@8" #4@8" #4@7" (EACH FACE)

AS PER ARCH

AS PER ARCH
As per Architectural OUTER FACE

#4@6"

#4@6"
#5@6"
Drawings #3@8"
POLY THENE SHEET 0.008" THICK.
OF HOT BITUMEN +1LAYER #3@8"
POLY THENE SHEET 0.008" THICK.
OF HOT BITUMEN +1LAYER #3@8"
4#6 4#6 @1 KG/50KG CEMENT+2.COATS @1 KG/50KG CEMENT+2.COATS
MIXED WITH SIKALITE MIXED WITH SIKALITE
9"

9"

PLASTER 3/4" THICK (1:4 C.M) PLASTER 3/4" THICK (1:4 C.M)
As per Architectural

As per Architectural

GROUND FLOOR

Clear Cover 2" Clear Cover 2"

#4@6"c/c
Clear Cover 1"
X
Drawings

Drawings

Clear Cover 1" Clear Cover 1" POLY THENE SHEET 0.008" THICK.
OF HOT BITUMEN +1LAYER
2'-3" 2'-6" 2'-3" @1 KG/50KG CEMENT+2.COATS
OUTER FACE
#4@6"c/c

MIXED WITH SIKALITE

DOOR OPENING 7" THICK PLASTER 3/4" THICK (1:4 C.M) #6@6"
(EACH FACE)
Clear Cover 2"

LIFT WELL DETAIL FOR COUPLING BEAM (elevation) B.F.F.L B.F.F.L B.F.F.L

#4@6"

#4@6"
9"

9"

RAFT AS PER PLAN RAFT AS PER PLAN RAFT AS PER PLAN BASEMENT FLOOR LEVEL
12" 12" 12"
As per Architectural
3" PCC (fc'=1500psi) 3" PCC (fc'=1500psi) 3" PCC (fc'=1500psi)
9" Drawings 9" Refer Foundation Refer Foundation
WELL COMPACTED EARTH WELL COMPACTED EARTH WELL COMPACTED EARTH

5'
LIFT TOP SLAB
TOP BARS
SEC-1 VALID UPTO 11' SEC-2 VALID UPTO 11' RW-1 VALID UPTO 10' Refer Foundation

18" SECTION A-A 18"

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD RCC WALL AND LIFT WALLS Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
REINFORCEMENT DETAIL Rawalpindi.
E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-07 CONSTRUCTION
 2#4 Thr.

1 2 3 4 5 6 7 8 9

15"
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"
#3@6"
A
3#6 Thr.
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"
9"
B
TYPICAL DETAIL OF SUNKEN BEAM
7'-1121"

MIDDLE
STRIP
10'-6"

C
7'-7"

5'-6"

12"
8' 8' 8' 8'
COL STRIP

8'
8'

8'

8'
5'-6"

as per slab rft

DETAIL-A DETAIL-A DETAIL-A DETAIL-A
TYPICAL DETAIL OF SHADE
MIDDLE
STRIP
22'-1"
11'-1"

2#4 Thr.

#3@6"
#3@8"
6'-3"

E #4@8"
2#4 Thr.
5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4" 6'-9" 6'-9" 8'-821"

4'-3"
MIDDLE
STRIP COL STRIP
MIDDLE
STRIP COL STRIP
MIDDLE
STRIP COL STRIP
MIDDLE
STRIP COL STRIP
MIDDLE
STRIP 5'
TYPICAL DETAIL OF LINTEL SHADE
(2#6+2#8) Thr
COLUMNS AND MIDDLE STRIP MEASURMENT PLAN
#4@6"

9"
1 2 3 4 5 6 8 8 9 3' 3'
1 1
17'-3" 15'-2" 6'-9" 21'-5 "
2 10'-7" 7'-1 "
2 9'-2" 20'-5" RCC COLUMN
1'-6" as per slab extra rft as per slab rft 1'-6" (2#6+2#8) Thr
A
21"

9"
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"
upto ld upto ld
#4@8" X SEC OF CB-1

6"
B
CB-2 #4@8" 3#6 Thr
#4@8"

CB-1
7'-1121"

CB-1
MIDDLE

2'
STRIP
10'-6"

#4@8" 8'
CB-2

#4@8" #4@8" #4@5" #3@6"

2'-9" 2'-9" #4@8" CB-2

9"
#4@8" B/W RCC COLUMN
C 3'
#4@8" 3'-6" #4@8" 3'-6" 2'-9" X SEC DETAIL AT A
3' 3#6 Thr
7'-7"

5'-6"

8' 8' 8' 8'

18"
COL STRIP

3'

3'

3'

3'
2'

CB-1 CB-1
D
5'
8'
8'

8'

8'
5'-6"

X SEC OF CB-2
3'
3'

3'

3'

3'
#4@8"
DETAIL-A DETAIL-A Extra DETAIL-A DETAIL-A
3'-6" 3'-6"
2'-9" 2'-9"
#4@8"
MIDDLE

2'-9" 2'-9"
STRIP
22'-1"

11'-1"

#4@8"
#4@8"
#4@8"
2'-3" #4@8" 2'-9"
#4@8"
#4@8" #4@8"
6'-3"

#4@8" #4@8"
E

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4" 6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

REINFORCEMENT PLAN OF BASEMENT FLOOR (BOTTOM BARS)

THICKNESS OF SLAB =9"

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, GROUND FLOOR BEAM UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD FRAMING PLAN AND SLAB Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
REINFORCEMENT DETAILS E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-07a CONSTRUCTION
 1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

6'-1"
5'-1021"
LIFT
6'-0"X6'-0"
#4@8"

7'-1121"

MIDDLE
STRIP
10'-6"
#4@8"
C #3@8"

#4@8"

7'-7"

5'-6"
8' 8' 8' 8'

COL STRIP
D

8'
8'

8'

8'
5'-6"
#4@8"

DETAIL-A DETAIL-A DETAIL-A DETAIL-A

MIDDLE
STRIP
22'-1"
11'-1"
#4@8" #4@8" #4@8" #4@8"
6'-3" #3@8" #3@8" #3@8"

#4@8"

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4"
6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

REINFORCEMENT PLAN OF BASEMENT FLOOR (TOP BARS)

THICKNESS OF SLAB =9"
1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

A
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"

B
7'-1121"

MIDDLE
STRIP
10'-6"

#4@8"

C 3' 3' 3' 3' 3'-6"

4'-3"
3'
3'

3'

3'
7'-7"

#4@8" #4@8" #5@8" #4@8"

5'-6"

8' 8' 8' 8'

COL STRIP

#4@8"
D
3' 3' 3' 3'
8'
8'

8'

8'
5'-6"

3'
3'

3'

3'
DETAIL-A DETAIL-A DETAIL-A DETAIL-A
MIDDLE
STRIP
22'-1"
11'-1"

#4@8" #4@8" #4@8" #4@8"

5' 5' 5' 5'

6'-3"

6'
6'
6'

6'
E

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4"
6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

REINFORCEMENT PLAN OF BASEMENT FLOOR (TOP EXTRA BARS)

THICKNESS OF SLAB =9"
NOTE: A. PROVIDE #3@12"c/c AS BINDING BARS FOR TOP REINFORCEMENT
PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, GROUND FLOOR BEAM UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD FRAMING PLAN AND SLAB Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
REINFORCEMENT DETAILS E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-07b CONSTRUCTION
 1 2 3 4 5 6 7 8 9
1 1
17'-3" 15'-2" 6'-9" 21'-5 " 2 10'-7" 7'-1 " 2 9'-2" 20'-5"
GB-1(9"x24") GB-1(9"x24") GB-1(9"x24") GB-1(9"x24") GB-1(9"x24")
A
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"
GB-2(9"x18")

GB-2(9"x18")
7'-1121"

MIDDLE
STRIP
10'-6"

C +3#8
2#6 Thr
at col / wall support
7'-7"

5'-6"

8' 8' 8' 8'

COL STRIP

8'
8'

8'

8'
5'-6"

#3@(4"-6")

24"
DETAIL-A DETAIL-A DETAIL-A DETAIL-A
GB-2(9"x18")

GB-2(9"x18")
MIDDLE
STRIP
22'-1"
11'-1"

3' 3'
RCC COLUMN
1'-6" as per slab extra rft as per slab rft 1'-6"

(2#6+2#8) Thr

9"
6'-3"

upto ld upto ld
9"

6"
E
GB-1(9"x24") GB-1(9"x24") GB-1(9"x24") GB-1(9"x24") GB-1(9"x24") GB-1(9"x24")

#4@5"
8' X SEC OF GB-1
7'-7" 5'-6" 5'-6" 11' 5'-6" 5'-6"
9'-2" 6'-9" 6'-9" 13'-4" 8'-8 " 1
B/W RCC COLUMN +2#8
MIDDLE MIDDLE MIDDLE MIDDLE
6'-9" 6'-9"
MIDDLE
2 X SEC DETAIL AT A 2#6 Thr
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5' at wall support
COLUMNS AND MIDDLE STRIP MEASURMENT PLAN

18"
1 2 3 4 5 6 7 8 9 #3@6"
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

GB-1(9"x24") GB-1(9"x24") GB-1(9"x24") GB-1(9"x24") GB-1(9"x24") GB-1(9"x24")

A
4#6 Thr
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"
9"
GB-2(9"x18")

B
CB-2 #4@8"

GB-2(9"x18")
(2#6+2#8) Thr

CB-1
#4@8"
X SEC OF GB-2
7'-1121"

CB-1
MIDDLE
STRIP
10'-6"

#4@8"
CB-2

#4@8" #4@8"
2'-9" 2'-9" #4@8" CB-2
#4@8"
C 2' #4@8"
#4@6" +2#6
2#6 Thr

9"
3'-6" #4@8" 3'-6" 2'-9"
#4@8"
3' 3'
7'-7"

at col support
5'-6"

8' 8' 8' 8'

COL STRIP

3'

3'

3'

3'
2'

CB-1 CB-1
D (2#6+2#8) Thr
5'

21"
8'
8'

8'

8'
5'-6"

3'
3'

3'

3'

3'

18"
#4@8"
DETAIL-A DETAIL-A Extra DETAIL-A DETAIL-A #3@6"
3'-6" 3'-6"
2'-9" 2'-9"
GB-2(9"x18")

GB-2(9"x18")
#4@8" X SEC OF CB-1
MIDDLE

2'-9" 2'-9"
STRIP
22'-1"

11'-1"

#4@8"
#4@8"
#4@8" 3#6 Thr 4#6 Thr
2'-3" #4@8" 2'-9"
#4@8" 9"
#4@8" #4@8"
#3@6"
6'-3"

9"
#4@8" #4@8" X SEC OF GB-2
E
GB-1(9"x24") GB-1(9"x24") GB-1(9"x24") GB-1(9"x24") GB-1(9"x24") GB-1(9"x24")
3#6 Thr
7'-7" 5'-6" 5'-6" 11' 5'-6" 5'-6"
9'-2" 6'-9" 6'-9" 13'-4" 6'-9" 6'-9" 8'-821"
18"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

REINFORCEMENT PLAN OF GROUND FLOOR (BOTTOM BARS) X SEC OF CB-2

THICKNESS OF SLAB =9"

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, GROUND FLOOR BEAM UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD FRAMING PLAN AND SLAB Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
REINFORCEMENT DETAILS E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-08 CONSTRUCTION
 1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

6'-1"
5'-1021"
LIFT
6'-0"X6'-0"
#4@8"

7'-1121"

MIDDLE
STRIP
10'-6"
#4@8"
C #3@8"

#4@8"

7'-7"

5'-6"
8' 8' 8' 8'

COL STRIP
D

8'
8'

8'

8'
5'-6"
#4@8"

DETAIL-A DETAIL-A DETAIL-A DETAIL-A

MIDDLE
STRIP
22'-1"
11'-1"
#4@8" #4@8" #4@8" #4@8"
#3@8" #3@8" #3@8"

6'-3"
#4@8"

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4" 6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

REINFORCEMENT PLAN OF GROUND FLOOR (TOP BARS)

THICKNESS OF SLAB =9"

1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

A
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"

B
7'-1121"

MIDDLE
STRIP
10'-6"

#4@8"

C 3' 3' 3' 3' 3'-6"

4'-3"

3'
3'

3'

3'
7'-7"

#4@8" #4@8" #5@8" #4@8"

5'-6"

8' 8' 8' 8'

COL STRIP

#4@8"
D
3' 8' 3' 3' 3'
8'

8'

8'
5'-6"

3'
3'

3'

3'
DETAIL-A DETAIL-A DETAIL-A DETAIL-A
MIDDLE
STRIP
22'-1"
11'-1"

#4@8" #4@8" #4@8" #4@8"

5' 5' 5' 5'

6'-3"

6'
6'
6'

6'
E

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4"
6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

REINFORCEMENT PLAN OF GROUND FLOOR (TOP EXTRA BARS)

THICKNESS OF SLAB =9"
NOTE: A. PROVIDE #3@12"c/c AS BINDING BARS FOR TOP REINFORCEMENT

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, GROUND FLOOR BEAM UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD FRAMING PLAN AND SLAB Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
REINFORCEMENT DETAILS E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-09 CONSTRUCTION
 1 2 3 4 5 6 7 8 9

17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

GB-1(9"x24") GB-1(9"x24") GB-1(9"x24") GB-1(9"x24") GB-1(9"x24")
A
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"
GB-2(9"x18")

GB-2(9"x18")
7'-1121"

MIDDLE
STRIP

+3#8
10'-6"

C
2#6 Thr
at col / wall support
7'-7"

5'-6"

8' 8' 8' 8'

COL STRIP

8'
8'

8'

8'
5'-6"

#3@(4"-6")

24"
DETAIL-A DETAIL-A DETAIL-A DETAIL-A
GB-2(9"x18")

GB-2(9"x18")
MIDDLE
STRIP
22'-1"
11'-1"

3' 3'
RCC COLUMN
1'-6" as per slab extra rft as per slab rft 1'-6"

9"
6'-3"

upto ld upto ld (2#6+2#8) Thr

6"
E
GB-1(9"x24") GB-1(9"x24")
GB-1(9"x24") GB-1(9"x24") GB-1(9"x24") GB-1(9"x24")
9"
8'
#4@5"
5'-6" 5'-6" B/W
7'-7"
MIDDLE
5'-6" 5'-6" 11'
MIDDLE
9'-2"
MIDDLE
6'-9" 6'-9" 13'-4"
MIDDLE
6'-9" 6'-9" 8'-821"
MIDDLE X SEC DETAIL AT A
RCC COLUMN
X SEC OF FB-1
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

COLUMNS AND MIDDLE STRIP MEASURMENT PLAN +2#8

2#6 Thr
1 2 3 4 5 6 7 8 9
at wall support
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

FB-1(9"x24") FB-1(9"x24") FB-1(9"x24") FB-1(9"x24") FB-1(9"x24") FB-1(9"x24")

A

18"
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"
#3@6"
FB-2(9"x18")

FB-2(9"x18")
CB-2 #4@8"
(2#6+2#8) Thr

CB-1
#4@8"
7'-1121"

CB-1
MIDDLE
STRIP
10'-6"

#4@8"
CB-2

#4@8" #4@8"

C
#4@8"
2'
2'-9" 2'-9" #4@8" CB-2
#4@8" 4#6 Thr
#4@8"
3'-6" #4@8" 3'-6" 2'-9" #4@6" 9"

9"
3' 3'
7'-7"

5'-6"

8' 8' 8' 8'

COL STRIP

3'

3'

3'

3'
2'

CB-1 CB-1
D
(2#6+2#8) Thr X SEC OF FB-2
5'
8'
8'

8'

8'
5'-6"

3'
3'

3'

3'

3'
#4@8"
DETAIL-A DETAIL-A Extra DETAIL-A DETAIL-A
21"
2'-9" 2'-9"
3'-6" 3'-6" +2#6
FB-2(9"x18")

FB-2(9"x18")
#4@8"
2#6 Thr
MIDDLE

2'-9" 2'-9"
STRIP
22'-1"

11'-1"

#4@8"
#4@8"

#4@8"
#4@8"
X SEC OF CB-1 at col support
2'-3" 2'-9"
#4@8"
#4@8"
#4@8" 3#6 Thr
6'-3"

#4@8" #4@8"

18"
E #3@6" #3@6"

9"
FB-1(9"x24") FB-1(9"x24") FB-1(9"x24") FB-1(9"x24") FB-1(9"x24") FB-1(9"x24")

5'-6" 5'-6"
7'-7"
MIDDLE
5'-6" 5'-6" 11'
MIDDLE
9'-2"
MIDDLE
6'-9" 6'-9" 13'-4"
MIDDLE
6'-9" 6'-9" 8'-821"
MIDDLE 3#6 Thr
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'
18" 4#6 Thr
9"
REINFORCEMENT PLAN OF FIRST FLOOR (BOTTOM BARS)
X SEC OF CB-2
THICKNESS OF SLAB =9" X SEC OF FB-2

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, FIRST FLOOR BEAM UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD FRAMING PLAN AND SLAB Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
REINFORCEMENT DETAILS Rawalpindi.
E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-10 CONSTRUCTION
 1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

6'-1"
5'-1021"
LIFT
6'-0"X6'-0"
#4@8"

7'-1121"

MIDDLE
STRIP
10'-6"
#4@8"
C #3@8"

#4@8"

7'-7"

5'-6"
8' 8' 8' 8'

COL STRIP
D

8'
8'

8'

8'
5'-6"
#4@8"

DETAIL-A DETAIL-A DETAIL-A DETAIL-A

MIDDLE
STRIP
22'-1"
11'-1"
#4@8" #4@8" #4@8" #4@8"
#3@8" #3@8" #3@8"

6'-3"
#4@8"

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4" 6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

REINFORCEMENT PLAN OF FIRST FLOOR (TOP BARS)

THICKNESS OF SLAB =9"

1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

A
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"

B
7'-1121"

MIDDLE
STRIP
10'-6"

#4@8"

C 3' 3' 3' 3' 3'-6"

4'-3"

3'
3'

3'

3'
7'-7"

#4@8" #4@8" #5@8" #4@8"

5'-6"

8' 8' 8' 8'

COL STRIP

#4@8"
D
3' 8' 3' 3' 3'
8'

8'

8'
5'-6"

3'
3'

3'

3'
DETAIL-A DETAIL-A DETAIL-A DETAIL-A
MIDDLE
STRIP
22'-1"
11'-1"

#4@8" #4@8" #4@8" #4@8"

5' 5' 5' 5'

6'-3"

6'
6'
6'

6'
E

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4" 6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

REINFORCEMENT PLAN OF FIRST FLOOR (TOP EXTRA BARS)

THICKNESS OF SLAB =9"
NOTE: A. PROVIDE #3@12"c/c AS BINDING BARS FOR TOP REINFORCEMENT
PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, FIRST FLOOR BEAM UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD FRAMING PLAN AND SLAB Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
REINFORCEMENT DETAILS Rawalpindi.
E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-11 CONSTRUCTION
 1 2 3 4 5 6 7 8 9
1 1
17'-3" 15'-2" 6'-9" 21'-5 " 2 10'-7" 7'-1 " 2 9'-2" 20'-5"
SB-1(9"x24") SB-1(9"x24") SB-1(9"x24") SB-1(9"x24") SB-1(9"x24")
A
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"
SB-2(9"x18")

SB-2(9"x18")
7'-1121"

MIDDLE
STRIP
10'-6"

+3#8
C
2#6 Thr
at col / wall support
7'-7"

5'-6"

8' 8' 8' 8'

COL STRIP

8'
8'

8'

8'
5'-6"

DETAIL-A DETAIL-A DETAIL-A DETAIL-A

#3@(4"-6")

24"
SB-2(9"x18")

SB-2(9"x18")
MIDDLE
STRIP
22'-1"
11'-1"

3' 3'
RCC COLUMN
1'-6" as per slab extra rft as per slab rft 1'-6"

9"
6'-3"

E
upto ld upto ld (2#6+2#8) Thr

6"
SB-1(9"x24") SB-1(9"x24") SB-1(9"x24") SB-1(9"x24") SB-1(9"x24") SB-1(9"x24")
9"
8'
5'-6" 5'-6" #4@5"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4" 6'-9" 6'-9" 8'-821" B/W
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE RCC COLUMN
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5' X SEC DETAIL AT A X SEC OF SB-1
COLUMNS AND MIDDLE STRIP MEASURMENT PLAN +2#8
2#6 Thr
1 2 3 4 5 6 7 8 9 at wall support
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

SB-1(9"x24") SB-1(9"x24") SB-1(9"x24") SB-1(9"x24") SB-1(9"x24") SB-1(9"x24")

A

18"
6'-1"
5'-1021"

LIFT

#3@6"
6'-0"X6'-0"

SB-2(9"x18")
SB-2(9"x18")

B
CB-2 #4@8"

CB-1
#4@8"
7'-1121"

(2#6+2#8) Thr
CB-1
MIDDLE
STRIP
10'-6"

#4@8"
CB-2

#4@8" #4@8"
2'-9" 2'-9" #4@8" CB-2
C
#4@8"
2' #4@8" 4#6 Thr
3'-6" #4@8" 3'-6" 2'-9"
#4@8"
3' 3' #4@6" 9"

9"
7'-7"

5'-6"

8' 8' 8' 8'

COL STRIP

3'

3'

3'

3'
2'

CB-1 CB-1
D
(2#6+2#8) Thr X SEC OF SB-2
5'
8'
8'

8'

8'
5'-6"

3'
3'

3'

3'

3'
#4@8"
DETAIL-A DETAIL-A Extra DETAIL-A DETAIL-A 21"
2'-9" 2'-9"
3'-6" 3'-6" +2#6
SB-2(9"x18")

SB-2(9"x18")
#4@8"
2#6 Thr
MIDDLE

2'-9" 2'-9"
STRIP
22'-1"

11'-1"

#4@8"
#4@8"

#4@8"
#4@8" X SEC OF CB-1 at col support
2'-3" 2'-9"
#4@8"
#4@8"
#4@8" 3#6 Thr
6'-3"

#4@8" #4@8"

18"
E
SB-1(9"x24") SB-1(9"x24") SB-1(9"x24") #3@6" #3@6"

9"
SB-1(9"x24")

5'-6" 5'-6"
7'-7" 11' 9'-2" 13'-4" 8'-821"
MIDDLE
5'-6" 5'-6"
MIDDLE MIDDLE
6'-9" 6'-9"
MIDDLE
6'-9" 6'-9"
MIDDLE 3#6 Thr
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'
18" 4#6 Thr
9"
REINFORCEMENT PLAN OF SECOND FLOOR (BOTTOM BARS)
THICKNESS OF SLAB =9" X SEC OF CB-2 X SEC OF SB-2

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, SECOND FLOOR BEAM UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD FRAMING PLAN AND SLAB Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
REINFORCEMENT DETAILS E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-12 CONSTRUCTION
 1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

6'-1"
5'-1021"
LIFT
6'-0"X6'-0"
#4@8"

7'-1121"

MIDDLE
STRIP
10'-6"
#4@8"
C #3@8"

#4@8"

7'-7"

5'-6"
8' 8' 8' 8'

COL STRIP
D

8'
8'

8'

8'
5'-6"
#4@8"

DETAIL-A DETAIL-A DETAIL-A DETAIL-A

MIDDLE
STRIP
22'-1"
11'-1"
#4@8" #4@8" #4@8" #4@8"
#3@8" #3@8" #3@8"

6'-3"
#4@8"

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4"
6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

REINFORCEMENT PLAN OF SECOND FLOOR (TOP BARS)

THICKNESS OF SLAB =9"

1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

A
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"

B
7'-1121"

MIDDLE
STRIP
10'-6"

#4@8"

C 3' 3' 3' 3' 3'-6"

4'-3"

3'
3'

3'
7'-7"

#4@8" #4@8" #5@8" #4@8"

5'-6"

8' 8' 8' 8'

COL STRIP

#4@8"
D
3' 3' 3' 3'

8'
8'

8'

8'
5'-6"

3'
3'

3'

3'
DETAIL-A DETAIL-A DETAIL-A DETAIL-A
MIDDLE
STRIP
22'-1"
11'-1"

#4@8" #4@8" #4@8" #4@8"

5' 5' 5' 5'

6'-3"

6'
6'
6'

6'
E

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4"
6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

REINFORCEMENT PLAN OF SECOND FLOOR (TOP EXTRA BARS)

THICKNESS OF SLAB =9"
NOTE: A. PROVIDE #3@12"c/c AS BINDING BARS FOR TOP REINFORCEMENT

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, SECOND FLOOR BEAM UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD FRAMING PLAN AND SLAB Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
REINFORCEMENT DETAILS E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-13 CONSTRUCTION
 1 2 3 4 5 6 7 8 9

17'-3"
TB-1(9"x24")
15'-2"
TB-1(9"x24")
6'-9" 21'-5 " 1
2
TB-1(9"x24")
10'-7" 7'-1 "
TB-1(9"x24")
1
2 9'-2" 20'-5"
TB-1(9"x24")
(2#6+2#8) Thr
A 6'-1"
5'-1021"

LIFT
6'-0"X6'-0"
TB-2(9"x18")

TB-2(9"x18")

21"
7'-1121"

#3@6"
MIDDLE
STRIP
10'-6"

C +3#8
2#6 Thr
7'-7"

at col / wall support

5'-6"

8' 8' 8' 8'

COL STRIP

D
(2#6+2#8) Thr
9"

8'
8'

8'

8'
5'-6"

DETAIL-A DETAIL-A DETAIL-A DETAIL-A

X SEC OF TB-3 #3@(4"-6")

24"
TB-2(9"x18")

TB-2(9"x18")
MIDDLE
STRIP
22'-1"
11'-1"

3' 3'
RCC COLUMN
1'-6" as per slab extra rft as per slab rft 1'-6"
6'-3"

(2#6+2#8) Thr

9"
E upto ld
TB-1(9"x24") TB-1(9"x24") TB-1(9"x24") TB-1(9"x24") TB-1(9"x24") TB-1(9"x24") upto ld
9"

6"
7'-7"
MIDDLE
5'-6" 5'-6" 11'
MIDDLE
5'-6" 5'-6"
9'-2"
MIDDLE
6'-9" 6'-9" 13'-4"
MIDDLE
6'-9" 6'-9" 8'-821"
MIDDLE
#4@5"
B/W
8'
X SEC OF TB-1
RCC COLUMN
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5' X SEC DETAIL AT A
+2#8
COLUMNS AND MIDDLE STRIP MEASURMENT PLAN 2#6 Thr
at wall support
1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

18"
TB-1(9"x24") TB-1(9"x24") TB-1(9"x24") TB-1(9"x24") TB-1(9"x24") TB-1(9"x24")
A #3@6"
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"
#4@8"

TB-2(9"x18")
(2#6+2#8) Thr
TB-2(9"x18")

B
#4@8" CB-2 #4@8"
4#6 Thr

CB-1
2'
7'-1121"

CB-1
MIDDLE
STRIP
10'-6"

#4@8"
#4@6" 9"
CB-2

#4@8" #4@8"
CB-2

9"
2'-9" 2'-9" #4@8"
C #4@8"
3'-6" #4@8" 3'-6" 2'-9"
#4@8"
3' 3'
(2#6+2#8) Thr X SEC OF TB-2
7'-7"

5'-6"

8' 8' 8' 8'

COL STRIP

3'

3'

3'

3'
2'

CB-1 TB-3
21"
D +2#6
2#6 Thr
5'
8'
8'

8'

8'
5'-6"

3'
3'

3'

3'

3'
#4@8"
DETAIL-A DETAIL-A Extra DETAIL-A DETAIL-A X SEC OF CB-1 at col support
3'-6" 3'-6"
2'-9" 2'-9"
3#6 Thr
TB-2(9"x18")

TB-2(9"x18")
#4@8"
MIDDLE

2'-9" 2'-9"
STRIP
22'-1"

11'-1"

#4@8"
#4@8"

18"
#4@8"
2'-3" #4@8" 2'-9" #3@6" #3@6"

9"
#4@8"
#4@8" #4@8"
6'-3"

#4@8" #4@8"
E
3#6 Thr
TB-1(9"x24") TB-1(9"x24") TB-1(9"x24") TB-1(9"x24") TB-1(9"x24") TB-1(9"x24") 4#6 Thr
18"
9"
11' 5'-6" 5'-6" 9'-2" 13'-4" 1
7'-7" 5'-6" 5'-6" 6'-9" 6'-9" 6'-9" 8'-8 "
6'-9" 2

4'-3"
MIDDLE
STRIP COL STRIP
MIDDLE
STRIP COL STRIP
MIDDLE
STRIP COL STRIP
MIDDLE
STRIP COL STRIP
MIDDLE
STRIP 5'
X SEC OF CB-2 X SEC OF TB-2
REINFORCEMENT PLAN OF THIRD FLOOR (BOTTOM BARS)
THICKNESS OF SLAB = 9"
PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, THIRD FLOOR BEAM UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD FRAMING PLAN AND SLAB Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
REINFORCEMENT DETAILS E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-14 CONSTRUCTION
 1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

A #4@8"

6'-1"
5'-1021"
LIFT
6'-0"X6'-0"

7'-1121"

MIDDLE
STRIP
#4@8"

10'-6"
C #3@8"

#4@8"

7'-7"

5'-6"
8' 8' 8' 8'

COL STRIP
D

8'
8'

8'

8'
5'-6"
#4@8"

DETAIL-A DETAIL-A DETAIL-A DETAIL-A

MIDDLE
STRIP
22'-1"
11'-1"
#4@8" #4@8" #4@8" #4@8"
#3@8" #3@8" #3@8"

6'-3"
#4@8"

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4"
6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

REINFORCEMENT PLAN OF THIRD FLOOR (TOP BARS)

THICKNESS OF SLAB =9"

1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

A
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"

B
7'-1121"

MIDDLE
STRIP
10'-6"

#4@8"

C 3' 3' 3' 3' 3'-6"

4'-3"

3'
3'

3'
7'-7"

#4@8" #4@8" #5@8" #4@8"

5'-6"

8' 8' 8' 8'

COL STRIP

#4@8"
D
3' 3' 3' 3'

8'
8'

8'

8'
5'-6"

3'
3'

3'

3'
DETAIL-A DETAIL-A DETAIL-A DETAIL-A
MIDDLE
STRIP
22'-1"
11'-1"

#4@8" #4@8" #4@8" #4@8"

5' 5' 5' 5'

6'-3"

6'
6'
6'

6'
E

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4"
6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

REINFORCEMENT PLAN OF THIRD FLOOR (TOP EXTRA BARS)

THICKNESS OF SLAB =9"
NOTE: A. PROVIDE #3@12"c/c AS BINDING BARS FOR TOP REINFORCEMENT
PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, THIRD FLOOR BEAM UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD FRAMING PLAN AND SLAB Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
REINFORCEMENT DETAILS E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-15 CONSTRUCTION
 1 2 3 4 5 6 7 8 9 (2#6+2#8) Thr
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"
F/B-1(9"x24") F/B-1(9"x24") F/B-1(9"x24") F/B-1(9"x24") F/B-1(9"x24")
A 6'-1"
5'-1021"

LIFT
6'-0"X6'-0"

21"
#3@6"
F/B-2(9"x18")

B
+3#8

F/B-2(9"x18")
7'-1121"

2#6 Thr
MIDDLE
STRIP
10'-6"

C
at col / wall support
7'-7"

(2#6+2#8) Thr
5'-6"

8' 8' 8' 8'

COL STRIP

D 9"
#3@(4"-6")

24"
8'
8'

8'

8'
5'-6"

DETAIL-A DETAIL-A DETAIL-A DETAIL-A X SEC OF F/B-3

F/B-2(9"x18")

F/B-2(9"x18")
MIDDLE
STRIP
22'-1"
11'-1"

3' 3'
1'-6" as per slab extra rft
RCC COLUMN
as per slab rft 1'-6" (2#6+2#8) Thr
9"
6'-3"

9"
E upto ld upto ld
F/B-1(9"x24") F/B-1(9"x24") F/B-1(9"x24") F/B-1(9"x24") F/B-1(9"x24")

6"
F/B-1(9"x24")

8'
X SEC OF F/B-1
5'-6" 5'-6" #4@5"
7'-7"
MIDDLE
5'-6" 5'-6" 11'
MIDDLE
9'-2"
MIDDLE
6'-9" 6'-9" 13'-4"
MIDDLE
6'-9" 6'-9" 8'-821"
MIDDLE B/W RCC COLUMN +2#8
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5' X SEC DETAIL AT A
2#6 Thr
COLUMNS AND MIDDLE STRIP MEASURMENT PLAN at wall support

1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

18"
F/B-1(9"x24") F/B-1(9"x24") F/B-1(9"x24") F/B-1(9"x24") F/B-1(9"x24") F/B-1(9"x24") #3@6"
A
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"
#4@8"
F/B-2(9"x18")

B
4#6 Thr

F/B-2(9"x18")
CB-2 #4@8"
#4@8"

CB-1
7'-1121"

CB-1
MIDDLE

2'
9"
STRIP

(2#6+2#8) Thr
10'-6"

#4@8"
CB-2

#4@8" #4@8"
2'-9" 2'-9" #4@8" CB-2
C #4@8"
3'-6" #4@8" 3'-6" 2'-9"
#4@8"
3' 3'
#4@6" X SEC OF F/B-2
7'-7"

9"
5'-6"

8' 8' 8' 8'

COL STRIP

3'

3'

3'

3'
2'

CB-1 F/B-3
D
+2#6
(2#6+2#8) Thr
5'
8'
8'

8'

8'
5'-6"

2#6 Thr
3'
3'

3'

3'

3'
#4@8"
DETAIL-A DETAIL-A Extra DETAIL-A
3'-6"
DETAIL-A
3'-6"
21" at col support
2'-9" 2'-9"
F/B-2(9"x18")

F/B-2(9"x18")
#4@8"
MIDDLE

2'-9" 2'-9"
STRIP
22'-1"

11'-1"

#4@8"
#4@8"
#4@8" X SEC OF CB-1

18"
2'-3" #4@8" 2'-9"
#4@8"
#4@8" #4@8" 3#6 Thr #3@6"
6'-3"

#4@8" #4@8"
E
F/B-1(9"x24") F/B-1(9"x24") F/B-1(9"x24") F/B-1(9"x24") F/B-1(9"x24") #3@6"

9"
F/B-1(9"x24")
4#6 Thr
5'-6" 5'-6" 9"
7'-7"
MIDDLE
5'-6" 5'-6" 11'
MIDDLE
9'-2"
MIDDLE
6'-9" 6'-9" 13'-4"
MIDDLE
6'-9" 6'-9" 8'-821"
MIDDLE 3#6 Thr
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'
18" X SEC OF F/B-2
REINFORCEMENT PLAN OF FOURTH FLOOR (BOTTOM BARS)
THICKNESS OF SLAB =9"
X SEC OF CB-2
PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, FOURTH FLOOR BEAM UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD FRAMING PLAN AND SLAB Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
REINFORCEMENT DETAILS E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-16 CONSTRUCTION
 1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

A #4@8"

6'-1"
5'-1021"
LIFT
6'-0"X6'-0"

7'-1121"

MIDDLE
STRIP
#4@8"

10'-6"
C #3@8"

#4@8"

7'-7"

5'-6"
8' 8' 8' 8'

COL STRIP
D

8'
8'

8'

8'
5'-6"
#4@8"

DETAIL-A DETAIL-A DETAIL-A DETAIL-A

MIDDLE
STRIP
22'-1"
11'-1"
#4@8" #4@8" #4@8" #4@8"
#3@8" #3@8" #3@8"

6'-3"
#4@8"

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4"
6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

A
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"

B
7'-1121"

MIDDLE
STRIP
10'-6"

#4@8"

C 3' 3' 3' 3' 3'-6"

4'-3"

3'
3'

3'
7'-7"

#4@8" #4@8" #5@8" #4@8"

5'-6"

8' 8' 8' 8'

COL STRIP

#4@8"
D
3' 3' 3' 3'

8'
8'

8'

8'
5'-6"

3'
3'

3'

3'
DETAIL-A DETAIL-A DETAIL-A DETAIL-A
MIDDLE
STRIP
22'-1"
11'-1"

#4@8" #4@8" #4@8" #4@8"

5' 5' 5' 5'

6'-3"

6'
6'
6'

6'
E

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4"
6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

REINFORCEMENT PLAN OF FOURTH FLOOR (TOP EXTRA BARS)

THICKNESS OF SLAB =9"
NOTE:
A. PROVIDE #3@12"c/c AS BINDING BARS FOR TOP REINFORCEMENT
PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, FOURTH FLOOR BEAM UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD FRAMING PLAN AND SLAB Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
REINFORCEMENT DETAILS E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-17 CONSTRUCTION
 1 2 3 4 5 6 7 8 9
(2#6+2#8) Thr
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"
F//B-1(9"x24") F//B-1(9"x24") F//B-1(9"x24") F//B-1(9"x24") F//B-1(9"x24")
A +3#8
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"
2#6 Thr

21"
#3@6" at col / wall support
F//B-2(9"x18")

F//B-2(9"x18")
7'-1121"

MIDDLE
STRIP
10'-6"

(2#6+2#8) Thr #3@(4"-6")

24"
7'-7"

5'-6"

8' 8' 8' 8'

COL STRIP

D
9"

8'
8'

8'

8'
5'-6"

DETAIL-A DETAIL-A DETAIL-A DETAIL-A X SEC OF F//B-3

F//B-2(9"x18")

F//B-2(9"x18")
(2#6+2#8) Thr
MIDDLE
STRIP
22'-1"
11'-1"

9"
3' 3'
as per slab extra rft
RCC COLUMN
as per slab rft X SEC OF F//B-1
6'-3"

1'-6" 1'-6"

E
F//B-1(9"x24") F//B-1(9"x24") F//B-1(9"x24") +2#8

9"
F//B-1(9"x24") F//B-1(9"x24") F//B-1(9"x24")
upto ld upto ld 2#6 Thr

6"
7'-7" 5'-6" 5'-6" 11' 5'-6" 5'-6" 9'-2" 6'-9" 6'-9" 13'-4" 8'-821"
at wall support
6'-9" 6'-9"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5' 8'
#4@5"
B/W RCC COLUMN
COLUMNS AND MIDDLE STRIP MEASURMENT PLAN X SEC DETAIL AT A

18"
#3@6"
1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

F//B-1(9"x24") F//B-1(9"x24") F//B-1(9"x24") F//B-1(9"x24") F//B-1(9"x24") F//B-1(9"x24")

4#6 Thr
6'-1"

#4@8"
LIFT
6'-0"X6'-0"
9"

F//B-2(9"x18")
F//B-2(9"x18")

CB-2 #4@8"
#4@8"
X SEC OF F//B-2

CB-1
CB-1
MIDDLE

2'
STRIP
10'-6"

#4@8" (2#6+2#8) Thr

CB-2

#4@8" #4@8"
2'-9" 2'-9" #4@8" CB-2
#4@8"
#4@8"
3'-6" #4@8" 3'-6" 2'-9" +2#6
3' 3'
#4@6" 2#6 Thr

9"
5'-6"

8' 8' 8' 8'

COL STRIP

3'

3'

3'

3'
at col support
2'

CB-1 F//B-3
5'

(2#6+2#8) Thr
8'
8'

8'

8'
5'-6"

3'
3'

3'

3'

3'
#4@8"
Extra
DETAIL-A DETAIL-A DETAIL-A DETAIL-A 21"

18"
3'-6" 3'-6"
F//B-2(9"x18")

F//B-2(9"x18")
2'-9" 2'-9"
#4@8" #3@6"
MIDDLE

2'-9" 2'-9"
STRIP
11'-1"

#4@8"
#4@8"

2'-3" #4@8"
#4@8"
2'-9"
X SEC OF CB-1
#4@8"
#4@8" #4@8" 3#6 Thr
4#6 Thr
6'-3"

#4@8" #4@8"
9"
F//B-1(9"x24") F//B-1(9"x24") F//B-1(9"x24") #3@6"

9"
F//B-1(9"x24")

X SEC OF F//B-2
5'-6" 5'-6"
3#6 Thr
1
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4" 8'-8 "
6'-9" 6'-9" 2
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'
18"

REINFORCEMENT PLAN OF FIFTH FLOOR (BOTTOM BARS)

THICKNESS OF SLAB =9" X SEC OF CB-2
PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, FIFTH FLOOR BEAM UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD FRAMING PLAN AND SLAB Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
REINFORCEMENT DETAILS E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-18 CONSTRUCTION
 1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

A #4@8"

6'-1"
5'-1021"
LIFT
6'-0"X6'-0"

7'-1121"

MIDDLE
STRIP
#4@8"

10'-6"
C #3@8"

#4@8"

7'-7"

5'-6"
8' 8' 8' 8'

COL STRIP
D

8'
8'

8'

8'
5'-6"
#4@8"

DETAIL-A DETAIL-A DETAIL-A DETAIL-A

MIDDLE
STRIP
22'-1"
11'-1"
#4@8" #4@8" #4@8" #4@8"
#3@8" #3@8" #3@8"

6'-3"
#4@8"

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4"
6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

REINFORCEMENT PLAN OF FIFTH FLOOR (TOP BARS)

THICKNESS OF SLAB =9"

1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

A
6'-1"
5'-1021"

LIFT
6'-0"X6'-0"

B
7'-1121"

MIDDLE
STRIP
10'-6"

#4@8"

C 3' 3' 3' 3' 3'-6"

4'-3"

3'
3'

3'
7'-7"

#4@8" #4@8" #5@8" #4@8"

5'-6"

8' 8' 8' 8'

COL STRIP

#4@8"
D
3' 3' 3' 3'

8'
8'

8'

8'
5'-6"

3'
3'

3'

3'
DETAIL-A DETAIL-A DETAIL-A DETAIL-A
MIDDLE
STRIP
22'-1"
11'-1"

#4@8" #4@8" #4@8" #4@8"

5' 5' 5' 5'

6'-3"

6'
6'
6'

6'
E

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4"
6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

REINFORCEMENT PLAN OF FIFTH FLOOR (TOP EXTRA BARS)

THICKNESS OF SLAB =9"
NOTE: A. PROVIDE #3@12"c/c AS BINDING BARS FOR TOP REINFORCEMENT
PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, FIFTH FLOOR BEAM UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD FRAMING PLAN AND SLAB Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
REINFORCEMENT DETAILS E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-19 CONSTRUCTION
 +3#8
1 2 3 4 5 6 7 8 9 2#6 Thr
at col / wall support
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"
RB-1(9"x24") RB-1(9"x24") RB-1(9"x24") RB-1(9"x24") RB-1(9"x24") (2#6+2#8) Thr 4#6 Thr
A 6'-1"
#3@(4"-6")
5'-1021"

24"
LIFT
6'-0"X6'-0"

18"

18"
#3@5" #3@5"
RB-2(9"x18")

RB-2(9"x18")
7'-1121"

MIDDLE

(2#6+2#8) Thr
STRIP
10'-6"

(2#6+2#8) Thr 4#6 Thr (2#6+2#8) Thr

9" 9" 9"
C
X SEC OF RB-2a X SEC OF RB-2b X SEC OF RB-1

21"
7'-7"

#3@6"
5'-6"

8' 8' 8' 8'

+2#8
COL STRIP

2#6 Thr
D at wall support

8'
8'

8'

8'
5'-6"

(2#6+2#8) Thr
DETAIL-A DETAIL-A DETAIL-A DETAIL-A
9"

21"
+2#6 #3@6"
X SEC OF UB 2#8 Thr (2#6+2#8) Thr
RB-2(9"x18")

RB-2(9"x18")
MIDDLE
STRIP
22'-1"
11'-1"

4#6 Thr
9"

21"

21"
#3@(4"-6") #3@6"
X SEC OF RB-2
6'-3"

+2#6
E 2#6 Thr
RB-1(9"x24") RB-1(9"x24") RB-1(9"x24") RB-1(9"x24") RB-1(9"x24") RB-1(9"x24") 4#8 Thr (2#6+2#8) Thr at col support
9" 9"

5'-6" 5'-6" X SEC OF RB-2c X SEC OF RB-2d

7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4"
6'-9" 6'-9" 8'-821"

21"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE #3@6"
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

COLUMNS AND MIDDLE STRIP MEASURMENT PLAN

4#6 Thr
9"
1 2 3 4 5 6 7 8 9 3' 3'
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5" RCC COLUMN X SEC OF RB-2
1'-6" as per slab extra rft as per slab rft 1'-6"
PED PED PED
RB-1(9"x24") RB-1(9"x24") RB-1(9"x24") RB-1(9"x24") RB-1(9"x24") 7'-912"
RB-1(9"x24")
A (2#6+2#8) Thr

9"
6'-1"
5'-1021"

LIFT
6'-0"X6'-0" upto ld upto ld

6"
#4@6"
RB-2a

RB-2b
RB-2c

#4@8"

9"
RB-2(9"x18")

RB-2(9"x18")
CB-2 #4@8" #4@6"
7'-1121"

8'

15" TH SLAB
CB-1
MIDDLE

#4@8"
(2#6+2#8) Thr
STRIP

#4@5"

UB

UB
10'-6"

RB-2a

2' 3'
CB-2

#4@8" #4@8" B/W RCC COLUMN

2'-9" 2'-9" #4@8" CB-2
X SEC DETAIL AT A 21"
C RB-2a
PED PED 3'-6" #4@8" 3'-6"
#4@8"
3'
X SEC OF CB-1
7'-7"

CB-2
5'-6"

8' 8' 8' 8'

COL STRIP

3'

3'

3'

3#6 Thr
2'

CB-1 RB-2d RB-2d RB-2d

D
RB-2d
5'
8'
8'

8'

8'
5'-6"

3'
3'

3'

3'

#3@6"

9"
#4@8"
DETAIL-A DETAIL-A Extra DETAIL-A DETAIL-A
3'-6"
2'-9" 2'-9" 3#6 Thr
RB-2(9"x18")

RB-2(9"x18")
RB-2d
#4@8"
MIDDLE

2'-9" 2'-9"
STRIP
22'-1"

11'-1"

#4@8"
#4@8"
18"
RB-2d

#4@8"
2'-3" #4@8" 5'-3"
X SEC OF CB-2

#3@8"

#3@8"
4'-9"
#4@8" 5'-6"
#4@8" #3@6"

#3@8"
LIFT
6'-0"X6'-0" #3@8"
6'-3"

#4@9" #3@6"
#4@8"
E #3@8"
RB-1(9"x24") RB-1(9"x24") RB-1(9"x24") RB-1(9"x24") RB-1(9"x24") RB-1(9"x24")
LIFT
6'-0"X6'-0"
#3@8" 6'-9"

#4@9"
as per

5'-3"
slab rft

#4@9"
5'-6" 5'-6"

6'-3"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4" 6'-9" 6'-9" 8'-821" #4@9"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'

#3@8"
#3@8"
#3@8"

REINFORCEMENT PLAN OF MUMTY FLOOR

REINFORCEMENT PLAN OF ROOF FLOOR (BOTTOM BARS)
THICKNESS OF SLAB =6"
THICKNESS OF SLAB = 9" TYPICAL DETAIL OF MUMTY SHADE

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
ROOF FLOOR BEAM 02
PLOT NO. A - 27/4 & A - 28, FRAMING PLAN AND SLAB UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD REINFORCEMENT DETAILS AND Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
MUMTY FLOOR SLAB E- mail: umairmce@yahoo.com ; umairmce@gmail.com
REINFORCEMENT DETAILS Contact # : + 92 332 5056097
SAFI 8/29/2023 S-20 CONSTRUCTION
 1 2 3 4 5 6 7 8 9
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"
#3@6"

A #4@8"

6'-1"
5'-1021"
LIFT
6'-0"X6'-0"

B 5"
#4@7"
7'-1121"

MIDDLE
STRIP

15" TH SLAB
#4@8"
10'-6"

#3@8"

#4@8"
7'-7"

5'-6"

8' 8' 8' 8'

COL STRIP

D TYPICAL DETAIL OF DOME

#3@8"

8'
8'

8'

8'
5'-6"

#4@8" #3@8"
#4@7"
DETAIL-A DETAIL-A DETAIL-A DETAIL-A
MIDDLE
STRIP
22'-1"
11'-1"

#4@8" #4@8" #4@8"

2#6 Thr
#3@8" #3@8" #3@8"
6'-3"

#4@8"

#3@6"

15"
12"
5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4"
6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5' 2#6 Thr

REINFORCEMENT PLAN OF ROOF FLOOR (TOP BARS) #3@6" #3@6"

THICKNESS OF SLAB =9"
1 2 3 4 5 6 7 8 9 AS PER ARCH
17'-3" 15'-2" 6'-9" 21'-521" 10'-7" 7'-121" 9'-2" 20'-5"

A TYP L-SECTION OF ARCH BEAM

6'-1"
5'-1021"

LIFT
6'-0"X6'-0"

B
7'-1121"

15" TH SLAB
MIDDLE
STRIP
10'-6"

#4@8"

C 3' 3' 3' 3' 3'-6"

3'
3'

3'

4'-3"
7'-7"

#4@8" #4@8" #5@8" #4@8"

5'-6"

8' 8' 8' 8'

3#6 Thr
COL STRIP

D
3' 3' 3' 3' CB-2
#3@6"

#4@8"
8'
8'

8'

8'
5'-6"

9"
#3@6"

CB-2
CB-2
3'
3'

3'

3'
DETAIL-A DETAIL-A DETAIL-A DETAIL-A
3#6 Thr
MIDDLE

18"
STRIP
22'-1"
11'-1"

#4@8" #4@8" #4@8" #4@8" CB-2

X SEC OF CB-2
5' 5' 5' 5'
6'-3"

6'
6'
6'

6'

5'-6" 5'-6"
7'-7" 5'-6" 5'-6" 11' 9'-2" 6'-9" 6'-9" 13'-4" 6'-9" 6'-9" 8'-821"
MIDDLE MIDDLE MIDDLE MIDDLE MIDDLE
4'-3" STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP COL STRIP STRIP 5'
REINFORCEMENT PLAN OF DOME
REINFORCEMENT PLAN OF ROOF FLOOR (TOP EXTRA BARS) THICKNESS OF SLAB =6"
THICKNESS OF SLAB =9"
NOTE: A. PROVIDE #3@12"c/c AS BINDING BARS FOR TOP REINFORCEMENT
PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, ROOF FLOOR BEAM UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD FRAMING PLAN AND SLAB Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
REINFORCEMENT DETAILS E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-21 CONSTRUCTION
 FLOOR LEVEL
#4@8"

Ground Floor
#4@6"
#4@8" "
@9
#3

Slab Reinforcement

#4@6" #4@8"
9"
#3@ #3@9"

6"
#4@4"
#3@6"
#4@6"
G.L
#4@6"
8" Waist #4@8"

#3@9"
#4@6" Foot Path Level

2'-6"
2#4 #4@6" "
@9
#3
#4@6" #4@6"

1'-6"
#4@8"
18"

9"
#3@8"
PCC(1:4:8)

3"
#3@9"
#4@8" #3@6"
2#4 3#3
3"

3" 9"
3" 2'-6" #4@8" #3@9"
LANDING BEAM 9"
#4@4" #3@
9"
Detail of Stair-1 #4@6"
2'-6" #4@6"
(Footpath to G.F.)
Detail of Stair-2
#3@6"
(Floor To Floor) 8" Waist Basement Level

#3@9"

#4@6" 2#6

TYPICAL DETAIL OF RCC LINTELS

2#6 REFER FOOTING
S NO SPAN DEPTH MAIN BARS BINDING BARS STIRRUPS THICKNESS
(a) (VARIES) #4@4" FLOOR LEVEL
(b) Detail Of Stair-3
VAR
(Basement Floor to Footpath)
1 Upto 4'-0" 9" 2-#4 2-#3 # 3 @ 8" C/C
9"

VAR

3-#4 2-#4
9"

2 6'-0" 9" # 3 @ 8" C/C

VAR

3 8'-0" 9" 3-#5 2-#4 # 3 @ 8" C/C

9"

VAR

4 12'-0" 12" 3-#6 3-#4 # 3 @ 8" C/C

12"

slab top rft

VARIES

# 3 @ 12" C/C

4"TH PARAPET

RCC SLAB

DETAIL OF RCC PARAPET WALL

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD RCC STAIR & PARAPET Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
WALL DETAILS Rawalpindi.
E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-22 CONSTRUCTION
 9" as per arch 9" as per arch 9"

9"
PED PED PED

O.H.W.T FIRE O.H.W.T

as per arch
MH MH
2'X2' 2'X2'
PED

9"
PED O.H.W.T PLAN
PED 9"
#3@6"

9"
9" AS PER ARCH 9"

4#4 4#4
4#6
7"

#4@6"
PED DETAIL
#4@6" #4@6"
#3@6"c/c
BRICK
AS PER ARCH

WALL
#3@6" #3@6"
#4@6"c/c
2" Thermopore

#4@6" #4@4" #4@6"

PVC water stopper
9"

#4@12" #4@12"

R.C.C SECTION OF O.H.W.T

RCC SLAB 2'x2' M.H COVER RCC SLAB

REINFORCEMENT DETAIL OF MAN HOLE

PROJECT SHEET TITLE STRUCTURAL CONSULTING ENGINEER CHECKED BY DESIGN BY SCALE REVISION NO. STAMP:
02
PLOT NO. A - 27/4 & A - 28, UMAIR MAJEED CONSULTING ENGINEER ENGR. M.UMAIR MAJEED ENGR. M.UMAIR MAJEED N.T.S 06-08-2023
PARK VIEW CITY, ISLAMABAD WATER TANKS DETAILS Office Address: # S-50,51,76,116,117,118,119 2nd Floor City Center Bank Road Saddar DRAWN BY DATE DRAWING ID ISSUED FOR
Rawalpindi.
E- mail: umairmce@yahoo.com ; umairmce@gmail.com
Contact # : + 92 332 5056097
SAFI 8/29/2023 S-23 CONSTRUCTION