access control building - acbar

ACCESS CONTROL BUILDING

APRIL 2018

GENERALS NOTES:

1. ALL THE EXTERIOR WALLS ARE CMUWITH REBAR AND METAL STUD,INSULATION AND DRYWALL.

2. ALL INTERIOR WALLS ARE CMU WITHREBAR WITH PLASTER OR TILE.

3. ENTIRE THE SEARCH AND EXIT AREAFLOOR IS TERRAZZO FLOOR TILE.

4. BATHROOMS HAVE CERAMIC FLOORTILE .

5. ENTIRE STEEL DOORS ARE BALLISTICAND 60 MIN FIRE RATED ANDINSULATED.

6. ENTIRE CMU WALLS ARE FILLED WITHGROUT (SOLID WALLS).

7. TYPE OF FOUNDATIONS IS STRIPSFOUNDATION RCC 4000 PSI.

REVISION

REVISION NAMENO INITL DATE PRODUCED BY: DESIGNED BY:

CHECKED BY:

APPROVALS

C.F.O

INITL

ENG. BASIRULLAH SIDDIQI

JOSE CASTILLO

December 7, 2016


ENG. BASIRULLAH SIDDIQ

GENERAL NOTESSCALE 1:100

0

A-00

PEDESTRIAN ENTRANCE

STUDENT STAFF PARKING LOTBRAVA PARKING

UNIVERSITY PARKING LOTTurnstile

Turnstile

EXIT

REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL


JOSE CASTILLO

APRIL 22, 2018



ACCESS CONTROL BUILDING BRAVA GATE FLOOR PLANSCALE 1:100

1

A-01

0 8 16

GRAPHIC SCALE (METERS)

24 32 4

Turnstile

Turnstile

Male Entrance

Female Entrance

EXIT

HESCO WALLHESCO WALL

REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL


JOSE CASTILLO

APRIL 22, 2018



ACCESS CONTROL BUILDING FLOOR PLANSCALE 1:100

2

A-02

0 1 2 3 4


Turnstile

Turnstile

Male Entrance

Female Entrance

EXIT

Changing

Room

Changing

Room

REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL


JOSE CASTILLO



ACCESS CONTROL BUILDING FLOOR PLAN 3

A-03B

-B

SE

C

B-B

SE

C

1 2 3 4 5

A

B

B-B

SE

C

A-A

SEC

A-A

SEC

APRIL 22, 2018


0 1 2 3 4


Turnstile

Turnstile

Male Entrance

Female Entrance

EXIT

Changing

Room

Changing

Room

REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL


JOSE CASTILLO



ACCESS CONTROL BUILDING DOOR AND WINDOWS PLAN 4

A-04B

-B

SE

C

B-B

SE

C

1 2 3 4 5

A

B

A-A

SEC

A-A

SEC

APRIL 22, 2018


0 1 2 3 4


REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL


JOSE CASTILLO



ACCESS CONTROL BUILDING ROOF PLAN 5

A-05B

-B

SE

C

B-B

SE

C

1 2 3 4 5

A

B

A-A

SEC

A-A

SEC

APRIL 22, 2018


0 1 2 3 4


REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL


JOSE CASTILLO

APRIL 22, 2018



FRONT ELEVATION 6

A-06

1 2 3 4 5

0 1 2 3 4


REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL


JOSE CASTILLO

APRIL 22, 2018



SECTION A-A 7

A-07

1 2 3 4 5

RCC Slab 15 cm

24 Gauge Corrugated Galvanized Iron Sheet

6x8 cm Khar wood Rafter.Wooden Truss Member10 cm khar wood.Thermal Insulation Rigid insulation R=30,10 cm thick

Plaster 1.5 cm3 coat of paint

Felt PaperMarine Plywood 16 mm

JOSE CASTILLO

0 1 2 3 4


REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL


JOSE CASTILLO

APRIL 22, 2018



ACCESS CONTROL BUILDING B-B CROSS SECTION 8

A-08

B A

RCC Slab 15 cm

24 Gauge Corrugated Galvanized Iron Sheet

6x8 cm Khar wood Rafter.Wooden Truss Member10 cm khar wood.Thermal Insulation Rigid insulation R=30,10 cm thick

Plaster 1.5 cm3 coat of paint

Felt PaperMarine Plywood 16 mm

JOSE CASTILLO

0 1 2 3 4


CODE

Structural Open

W H NO SPECS. DIMENSION

CODE

Structural Open


W 1 100 50 2

D 2 80 200 4

9 DOORS AND WINDOWS DETAILSSCALE = 1:100

REVISION


CHECKED BY:

APPROVALS

INITL SIG DATE

Eng.Basirullah Siddiqi



C.F.O

A-09

5 10 5 10 50

10

85

5

10

10

70

80

200

NOTE:ALL DIMENSION ARE IN CMPANIC DEVICE LOCK SET AND DOOR CLOSER TO BEPROVIDED @ ALL EXIT DOORS AND MUST BE UNION UK.

JOSE CASTILLO

JOSE CASTILLO

CODE

Structural Open


CODE

Structural Open


D 1

D 4 100 215 1

5 5 90

100

21

5

100 215

8

60

5 40 5

100

60

5 45

APRIL 22, 2018

PAINT ON PLASTER

CEMENT MORTAR

STEEL REINFORCEMENT

CMU BOND BEAM

CMU WALL(200X400X200)MM

INSULATION R= 13(GLASS WOOL)

GYPSUM WALL BOARD

BASE BOARD H=12 CM

COLD FORMED METAL(STUD / RUNNER) 10 CM

TERRAZZO TILE 30 CM X 30 CM

RCC SLAB 150MM

10 EXTERIOR WALL DETAILSSCALE = 1:100

REVISION


CHECKED BY:

APPROVALS

INITL SIG DATE



A-10C.F.O

PRESIDENT

JOSE CASTILLO

JOSE CASTILLO


APRIL 22, 2018

GYPSUM WALL BOARD& VAPOR BARRIER 12MM

INSULATION R= 13(GLASS WOOL) 10CM

COLD FORMED METAL(STUD / RUNNER) 10CM

ADHESIVE SEALANT

MARBLE WINDOW SILL T=20MM

STEEL REINFORCEMENT

CMU BOND BEAM

PLASTER 1.5CM

PCC WINDOW SILL

FLASHING22 GAGE GI SHEET

WINDOWSEE WINDOW SHC

11 WINDOWS SILL DETAILSSCALE = 1:100

REVISION


CHECKED BY:

APPROVALS

INITL SIG DATE



A-11C.F.O

PRESIDENT

JOSE CASTILLO

CAULKING

JOSE CASTILLO ACCESS CONTROL BUILDING

APRIL 22, 2018

REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL

ENG. ABDUL MOBIN EZZAT

JOSE CASTILLO

APRIL 23, 2018



0

S-0/4

ACCESS CONTROL BUILDING AT THE INTERNATIONAL CAMPUS, AUAF

STRUCTURAL DRAWINGS TABLE OF CONTENTS

Sheet No. S-01/4 S-02/4 S-03/4 S-04/4

General notes. Foundation plan, Sections and details. Roof Shuttering Plan

Drawings

Roof slab Reinforcement Plan. Roof slab Reinforcement Plan.



REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL

JOSE CASTILLO

APRIL 23, 2018



0

S-01/4

AT THE INTERNATIONAL CAMPUS, AUAF

General Notes: 1. Foundations of this building has been designed for a bearing capacity of 1.0 kg/cm2. 2. R.C.C should have cube strength (4000 PSI). 3. Steel bar should have yield strength fy = 40 ksi (2800 kg/cm2). 4. All main bars are deformed bars and secondary bars are plain mild steel bars. 5. Mortars should be as follows.

Mortar for CMU masonry 1:5 (cement : Sand).P.C.C for filling CMU masonry 1:2:4 (cement : Sand, crushed agg.).

Plaster 1:5 (cement : Sand). Pointing 1:3 (cement : Sand).

6. Grout for CMU 2000 psi and all cell should be filled with grout. 7. All masonries and concrete should be cured wet at least for two weeks. 8. Aggregate should be clean and well graded and maximum size of coarse aggregate should be 20 mm. 9. Cover to main reinforcement bars should be 15 mm for slabs, 25 mm for beams, 40 mm for columns , and 50 mm for footings.





REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL


JOSE CASTILLO

APRIL 23, 2018



FOUNDATION PLAN 2

S-02/4

A B C D E

21

NGLBackfillingAggregate base course 15 cm.R.C.C, 10 cm.for floor

5Ø 12@20c/c

Ø16@15c/c

CMU with P.C.C (1:2:4)

Section Under Partition wall, A-A

Partition wall

Ø10@20c/cBoth ways

NGLBackfilling

R.C.C, 10 cm.for floor

5Ø 12@20c/c

Ø16@15c/c

CMU with P.C.C (1:2:4)

Section Under Partition wall, B-B

Partition wall

Ø10@20c/cBoth ways

Ø 10@60c/c

P.C.C (1:2:4)

Ø 16@20c/c

5Ø 16@15c/c

NGL

R.C.C, 10 cm.

Sec. C-C

Ø12@20c/c

AA

B B

Terrazzo tile, 5cm.

CC

CC

C C

HorizontalCMU

GLC C

C CC C

CC


FFL

Ø 10@20c/c6Ø16

P.C.C (1:2:4)

Ø16@20c/c

NGL

R.C.C, 10 cm.

Column Elev. C4

30

186

6Ø16

, L=2

16 c

m

30

6Ø16

, L=3

40 c

m24

031

0

6Ø16 Ø10@20c/c,

2424

10

Stirrups

Ø 8@20c/cboth directions

Terrazzo tile, 5 cm.

7Ø 16@15c/c

Column Sec.

L=116cm

GL

4Ø16Ø 8@20c/c

APRIL 23, 2018

Aggregate base course 15 cm.



REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL

JOSE CASTILLO


ROOF SHUTTERING PLAN 2

S-03/4

A B C D E

21

S1R

B1

RB1

S2 S3 S1

RB

1

RB

1

RB

1

RB

1

RB1

A B C D E




APRIL 23, 2018

APRIL 23, 2018

0 1 2 3 4


REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL

JOSE CASTILLO


ROOF SLAB REINFORCEMENT PLAN 2

S-04/4

A B C D E

21

S1R

B1

RB1

S2 S3 S1

RB

1

RB

1

RB

1

RB

1

RB1

Ø12@40c/c

Ø12@40c/c

Ø12@40c/c

1

2

4

Ø10

@20

c/c

5

Ø12

@30

c/c

Ø12

@30

c/c

Ø10

@25

c/c

dist

ribut

ion

bar

Ø10

@25

c/c

dist

ribut

ion

bar

67

8 8




Ø8@25c/cDistribution bar Ø8@25c/c Ø8@25c/c

Ø12@40c/c

Ø10@20c/c 6Ø16

SECTION OF RB1

Ø8@25c/c Ø8@25c/c

Ø12@40c/c

Ø12@30c/c

Ø12@30c/c

Ø10@25c/cdistribution bar

Ø10@25c/cdistribution bar

6

7

8

8

3+3Ø16, l=350CM,3 top &3 bottom,at all corners

10

2929

Ø10, L=136cm

APRIL 23, 2018

APRIL 23, 2018

0 1 2 3 4


REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL

JOSE CASTILLO

ENG. ARUEL D. DIAZ E-00ENG. ARUEL D. DIAZ

DETAILS

SINGLE LINE DIAGRAM (SLD)DETAIL-C NTS

MDB CONNECTIONSDETAILS NTS

SCHEDULE OF LOADSDETAILS NTS

E-00SINGLE LINE DIAGRAM & SCHEDULE OF LOADS

LEGEND:

DB

EMER/LIGHT

1

ELECTRICAL DISTRIBUTION BOARD

80WAT LED LIGHT PANEL

LIGHTING SWITCH, TRIPLE, DOUBLE & SINGLE TYPES

EMERGENCY LED LIGHTING, GEEPASS, 220-240VAC, 5.5AH

WALL LIGHTING SYSTEM, INDUSTRIAL METAL GRILLED TYPE, 13WATTSOUTDOOR TYPE ENCLOSURE

POWER CABLE

CIRCUIT NUMBER ASSIGNMENT

COMPLETE LIGHT FIXTURE 60CMx60CM4x180WATTS TUBE LIGHTS, FAST START

CEILING FLUSH MOUNT, 200-240VAC, 50HZ

COMPLETE LIGHT FIXTURE 60CMx60CMCEILING FLUSH MOUNT, 100-240VAC, 50HZ

WP

EXHAUST FAN

CONVENIENCE SOCKET, SINGLE AND DOUBLE

CONVENIENCE SOCKET, SINGLE WEATHER PROOF TYPE

ELECTRICAL PLANACCESS CONTROL BUILDING

1800 TO 24000 BTU/HR ACU SOCKET/DISCON SWITCH

EF-1

TURNSTILE

LIGHT SWITCH CABLE


APRIL 22, 2018

Turnstile

Turnstile

Male Entrance

Female Entrance

EXIT

REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL


JOSE CASTILLO


ENG. ARUEL DIAZ

LIGHTING PLAN (TYPICAL ALL GATES) E-01

E-01

DB

WP

WP

WP

WP

WPWPWPWP

WPWPWP

WP

EMER

/LIG

HT

EMER

/LIG

HT

EMER

/LIG

HT

1

PC

2

3


APRIL 22, 2018

0 1 2 3 4


Turnstile

Turnstile

Male Entrance

Female Entrance

EXIT

REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL


JOSE CASTILLO


ENG. ARUEL DIAZ

POWER PLAN (TYPICAL ALL GATES) E-02

E-02

DB

6 7

10

511

12

4

9

814

13


APRIL 22, 2018

0 1 2 3 4


Turnstile

Turnstile

Male Entrance

Female Entrance

EXIT

REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL


JOSE CASTILLO


ENG. ARUEL DIAZ

GROUNDING PLAN (TYPICAL ALL GATES) E-02

E-05

DB

LEGEND:GROUND CABLE, 70MM.SQ BARE COPPER WIRE (BCW)

EARTH COPPER ROD/ELECTRODE 19"DIA x 240CM LONG

MECHANICAL CLAMP OR WELD, CABLE TO CABLE, FRO 70MM.SQ CABLE

MECHANICAL BONDING TO EQUIPMENT, PANELS, CATHODIC BUILDING STRUCTURECABLE TRAY, LADDERS, METALLIC CONDUITS/PIPES, CONCRETE REBARS, ETC


APRIL 22, 2018

REVISION


CHECKED BY:

APPROVALS

C.F.O:

INITL

JOSE CASTILLO

P-01

GENERAL PLUMBING NOTES:

ALL INTERIOR SEWER AND VENT LINES ARE POLYVINYL CHLORIDE (PVC)

CONFORMING TO ASTM D 2665.

ALL HORIZONTAL INTERIOR SANITARY LINES SHALL BE SLOPED AT LEAST

2% UNLESS OTHERWISE NOTED.

WATER AND SEWER CONNECTIONS TO THE FIXTURES SHALL BE

EXPOSED AND TIGHT TO THE WALL.

COLD WATER PIPING (CW)

HOT WATER PIPING (HW)

VENT PIPING (V)

SANITARY SEWER PIPING

APRIL 22, 2018

GREASE PIPING



JOSE CASTILLO

ALL SEWER ACCESSORIES (FLOOR DRAIN, COMMODE, SINK) MUST HAVE

P - TRAP .

REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL


JOSE CASTILLO


SEWER UTILITIES LAYOUT 2

P-02APRIL 22, 2018

GENERAL NOTES:

3. SEWER PIPE MUST BE PVCSCHEDULE 40.

1. ENTIRE SEWER PIPE WHICH ISABOVE 80 CM MUST BEINSULATED.

4. WATER SUPPLY PIPE MUST BEPPR WHITE COLOR BESTQUALITY.

5. ALL SEWER ACCESSORIES ( FLOORDRAINS, COMMODE AND SINKS)MUST HAVE P-TRAP.


0 1 2 3 4


REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL


JOSE CASTILLO



ACCESS CONTROL BUILDING DOOR AND WINDOWS PLAN 3

P-03

GENERAL NOTES:

3. SEWER PIPE MUST BE PVCSCHEDULE 40.

1. ENTIRE SEWER PIPE WHICH ISABOVE 80 CM MUST BEINSULATED.

4. WATER SUPPLY PIPE MUST BEPPR WHITE COLOR BESTQUALITY.

5. ALL SEWER ACCESSORIES ( FLOORDRAINS, COMMODE AND SINKS)MUST HAVE P-TRAP.

APRIL 22, 2018

0 1 2 3 4


P-TRAP

NECESSARY

PIPE D100

W.C

SLOPE 2.0%

DISCHARGE PIPE

SLOPE 2.0%

SEWER PIPE

FLUSH TANK

DRY WALL

WALL

DETAILS OF PLUMBING SYSTEM

REVISION


CHECKED BY:

APPROVALS

DIRECTOR:

INITL



JOSE CASTILLO P.04

4


P-TRAP

APRIL 22, 2018

GRANULAR MATERIAL OR SIEVED SOIL

BACK FILLING

SAND FILLING

UTILITY PIPE

GROUND LEVEL

SCALE:

6

SEWER & WATER TRENCH DETAILS

NTS

SCALE:

5

CAST IRON RUNG WITH POLYETHYLENE COATING

NTS

WARNING TAPE

S

L

O

P

E

SLOPE

PRE-CAST RCC RING

INLET PVC PIPE

OUTLET PVC PIPE

WALL SLEEVE

CAST IRON RUNG

15mmCOATED WITH PE

SCALE:

1

SEWER MANHOLE PLAN

NTS

(BOOT-TYPE MANHOLE

CONNECTOR)

WALL SLEEVE

(BOOT-TYPE MANHOLE

CONNECTOR)

PRE-CAST OR CAST

IN PLACE RCC

ECCENTRIC CONE

INLET PVC PIPE

RCC

100 GRAVEL

COMPACTED SOIL

OUTLET PVC PIPE

CAST IRON GATE

H-20 RATE TYPE

PCC

SMOOTH SLOPE

MASTIC OR

RICH SAND-CEMENT

MORTAR (1:3)

150

PRE-CAST

RCC RING

PRE-CAST RCC

RISER

N10@150 IN

WALL CENTER

N10@20mm c/c

TB.BOTH WAY

762

U

U

1200

CAST IRON GATE

H-20 RATE TYPE

PCC

SMOOTH SLOPE

ADJUSTMENT

RING (SEE

DETAIL 7)

ADJUSTMENT

RING AR-T1

110140

3

CAST IRON RUNG

COATED

WITH POLYETHYLENE

1806

1800

36

00

36

00

36

00

36

00

PRE-CAST

RCC RING

HSA 12X100@HOLES

EXPANSION BOLT

HSA 12X100@HOLES

EXPANSION BOLT

SCALE:

2

SEWER MANHOLE SECTION

NTS

SCALE:

4

REINFORCEMENT SECTION

NTS

SCALE:

3

DETAIL

NTS

GATE VALVE

SCALE:

7

WATER CONNECTION INSIDE EXISTING VALVE CHAMBER

NTS

EXISTING

GATE VALVE

NEW 50 MM

REVISION


CHECKED BY:

APPROVALS

Phy.Plant Director:

INITL

JOSE CASTILLO

P.05APRIL 22, 2018



JOSE CASTILLO ACCESS CONTROL BUILDING

REVISION


CHECKED BY:

APPROVALS

C.F.O

INITL


JOSE CASTILLO

APRIL 22, 2108


HVAC PLANSCALE 1:100

1

M-01

2

WALL EXHAUST FAN MOUNTING DETAIL

SCALE: NTS

JOSE CASTILLO

AC

-1

AC-1

AC

-1

AC-1

AC-1


0 1 2 3 4


SCHEDULE OF EXHAUST AND VENTILATION FANS

REVISION


CHECKED BY:

APPROVALS

Phy.Plant Director:

INITL

JOSE CASTILLO

M.02APRIL 22, 2018

1ST SUBMITTAL

2ND SUBMITTAL

3RD SUBMITTAL



HVAC SCHEDULESCALE 1:100

2

JOSE CASTILLO

SPLIT UNIT AIR CONDITIONER -AUTO OPERATION (COOLING /HEATING)


INDOOR UNIT

PVC PIPE COVER

ROUTE NO PIPING OVER

ELECTRICAL OR COMM

EQUIPMENT

WALL PENETRATION

OUTDOOR UNIT

CONDENSATE DRAIN PIPE

REFRIGERANT PIPES

REVISION


CHECKED BY:

APPROVALS

Phy.Plant Director:

INITL


JOSE CASTILLO

M.03APRIL 22, 2018

1ST SUBMITTAL

2ND SUBMITTAL

3RD SUBMITTAL




REVISION


CHECKED BY:

APPROVALS

C.F.0:

INITL

JOSE CASTILLO

C.01APRIL 22, 2018



DRY WELL DESIGNSCALE 1:100

1

JOSE CASTILLO

DRY WELL PLAN

SECTION A-A


access control building - acbar

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