Dili Sally Port Roof Final Drawings.pdf

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CLAY ROOF TILE

THIS SITE

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SDP-01

SITE DEVELOPMENT PLAN

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

DILI, TIMOR - LESTE

DixonLJ Permitting OBO_STAMO

DixonLJ Typewritten Text 9/28/2023

DixonLJ Typewritten Text 23-0203

719.93

9412.94

CAC-1

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BOLLARD FOOTERS

ACTIVE BARRIER

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FOUNDATION

OUTLINE OF BOLLARD

FOUNDATION

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SDP-02

1:100MTS

FLOOR PLAN

Scale:EP-02

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

DILI, TIMOR - LESTE

EXISTING PLAN AND ROOFING

719.93

9412.94

CAC-1EXISTING BARREL

TYPE ROOFING

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SDP-03

1:100MTS

EXISTING ROOF PLAN

Scale:EP-03

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

3945.87

EXISTING FENCING

ANTI-RAM BOLLARDS

EXISTING BARREL

TYPE ROOFING

EXISTING FENCING

ANTI-RAM BOLLARDS

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1:100MTS

RIGHT SIDE ELEVATION

Scale:EP-04

1:100MTS

FRONT ELEVATION

Scale:EP-04

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

Beach Road

719.93

9412.94

CAC-1EXISTING BARREL

TYPE ROOFING

EXISTING ROOFING TO BE

REPLACED

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1:100MTS

EXISTING ROOF PLAN

Scale:D-5.1

NEW ROOF STRUCTURE

CAC-1

for

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DEMOLITION PLAN

EXISTING BARREL

TYPE ROOFING

EXISTING FENCING

EXISTING ROOFING TO BE

DEMOLISHED AND REPLACE

EXISTING STRUCTURAL FRAME

TO BE DEMOLISHED AND

REPLACE WITH NEW FRAMING

EXISTING STEEL FENCING TO

BE RETAIN

EXISTING COLUMN TO BE

REMOVED

EXISTING FENCING

EXISTING ROOFING TO BE

DEMOLISHED AND REPLACE

EXISTING STEEL FENCING TO

BE RETAIN

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FRONT ELEVATION

Scale:D-6.0

1:100MTS

RIGHT ELEVATION

Scale:D-6.0

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

DEMOLITION PLAN

Beach Road

719.93

9412.94

CAC-1

EXISTING ANTI-RAM

BOLLARD FOOTERS

ACTIVE BARRIER

MAIN GATE

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OPERATOR

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OUTLINE OF BOLLARD

FOUNDATION

OUTLINE OF BOLLARD

FOUNDATION

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D03

EXISTING STRUCTURAL COLUMN/PEDESTAL TO BE REMOVED

DESCRIPTION:LEGEND:

1:100MTS

EXISTING PLAN

Scale:D-05

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

DILI, TIMOR - LESTE

DEMOLITION PLAN

DEMOLITION PLAN FOR SALLY PORT, INCLUDING

PORTIONS OF EXISTING MANTRAP AND SIDEWALK BY

CAC, AND RESTORATION GUIDANCE

1. PRE-DEMOLITION PREPARATION:

1.1. OBTAIN THE NECESSARY PERMITS AND PERMISSIONS FOR THE DEMOLITION

WORK, INCLUDING ANY SPECIFIC REQUIREMENTS FOR WORKING IN A SECURE

AREA.

1.2. CONDUCT A THOROUGH INSPECTION OF THE SALLY PORT, MANTRAP, AND

SIDEWALK TO IDENTIFY ANY POTENTIAL HAZARDS, SUCH AS UTILITIES,

STRUCTURAL WEAKNESSES, OR UNDERGROUND SERVICES.

1.3. DEVELOP A DETAILED DEMOLITION PLAN THAT INCLUDES SPECIFIC TASKS,

SEQUENCING, AND SAFETY MEASURES.

1.4. NOTIFY RELEVANT STAKEHOLDERS, INCLUDING SECURITY PERSONNEL,

FACILITY MANAGEMENT, AND THE CAC (IF APPLICABLE), ABOUT THE

UPCOMING DEMOLITION WORK AND COORDINATE ACCESS AND SECURITY

MEASURES.

2. SAFETY MEASURES:

2.1. ESTABLISH A SAFETY PERIMETER AROUND THE DEMOLITION SITE USING

BARRICADES, FENCES, OR CAUTION TAPES TO PREVENT UNAUTHORIZED

ACCESS.

2.2. CLEARLY MARK THE AREA WITH APPROPRIATE SIGNAGE TO INDICATE THE

DEMOLITION ZONE AND POTENTIAL HAZARDS.

2.3. PROVIDE PERSONAL PROTECTIVE EQUIPMENT (PPE) TO ALL PERSONNEL

INVOLVED IN THE DEMOLITION WORK, INCLUDING HARD HATS, SAFETY

GOGGLES, GLOVES, HIGH-VISIBILITY VESTS, AND ANY ADDITIONAL EQUIPMENT

SPECIFIC TO THE SALLY PORT'S SECURITY REQUIREMENTS.

3. REMOVAL OF FIXTURES AND EQUIPMENT:

3.1. DISCONNECT AND ISOLATE ANY ELECTRICAL, PLUMBING, OR MECHANICAL

SYSTEMS ASSOCIATED WITH THE MANTRAP AND SIDEWALK.

3.2. REMOVE ANY FIXTURES OR EQUIPMENT ATTACHED TO THE MANTRAP OR

SIDEWALK, SUCH AS GATES, LIGHTS, CAMERAS, OR ACCESS CONTROL

DEVICES, FOLLOWING APPROPRIATE PROCEDURES AND ENSURING THEIR

SAFE STORAGE OR DISPOSAL ACCORDING TO SECURITY PROTOCOLS.

4. STRUCTURAL DEMOLITION:

4.1. DETERMINE THE APPROPRIATE METHOD FOR STRUCTURAL DEMOLITION

BASED ON THE SPECIFIC CONSTRUCTION MATERIALS AND SITE CONDITIONS.

THIS COULD INVOLVE THE USE OF HEAVY MACHINERY, SUCH AS EXCAVATORS,

JACKHAMMERS, OR CUTTING EQUIPMENT.

4.2. BEGIN THE DEMOLITION PROCESS BY SYSTEMATICALLY REMOVING THE

AFFECTED PORTIONS OF THE MANTRAP AND SIDEWALK, TAKING CARE TO

MINIMIZE DAMAGE TO THE SURROUNDING STRUCTURES OR UTILITIES.

4.3. FOLLOW PROPER TECHNIQUES FOR BREAKING, CUTTING, OR REMOVING THE

CONCRETE OR OTHER MATERIALS, ENSURING DEBRIS IS MANAGED SAFELY

AND EFFICIENTLY.

5. WASTE MANAGEMENT:

5.1. ESTABLISH DESIGNATED AREAS FOR THE DISPOSAL OF DEMOLISHED

MATERIALS, SUCH AS CONCRETE, METAL, AND OTHER DEBRIS, FOLLOWING

LOCAL REGULATIONS AND ENVIRONMENTAL GUIDELINES.

5.2. ARRANGE FOR THE TRANSPORTATION AND DISPOSAL OF WASTE MATERIALS

TO APPROVED FACILITIES, ENSURING COMPLIANCE WITH ALL WASTE

MANAGEMENT REQUIREMENTS.

6. SITE CLEANUP AND RESTORATION:

6.1. CLEAR THE DEMOLITION AREA OF ANY REMAINING DEBRIS, ENSURING THAT IT

IS SAFE FOR FUTURE CONSTRUCTION OR USE.

6.2. CONDUCT A FINAL INSPECTION TO VERIFY THAT ALL DEMOLITION WORK HAS

BEEN COMPLETED ACCORDING TO THE PLAN AND MEETS SAFETY

STANDARDS.

6.3. RESTORE THE AREA BY FILLING AND COMPACTING ANY EXCAVATIONS,

REINSTATING APPROPRIATE DRAINAGE SYSTEMS, AND REGRADING THE

TERRAIN IF NECESSARY.

6.4. INSTALL NEW SIDEWALK SECTIONS AND MANTRAP COMPONENTS AS PER THE

REQUIRED SPECIFICATIONS, CONSIDERING ANY MODIFICATIONS OR

UPGRADES REQUIRED BY THE CAC OR SECURITY PERSONNEL.

6.5. CONDUCT A FINAL INSPECTION TO ENSURE THE RESTORED WALKWAY,

MANTRAP, AND SIDEWALK MEET THE NECESSARY STANDARDS AND

SPECIFICATIONS.

7. GENERAL NOTES:

7.1. SAFETY SHOULD BE THE TOP PRIORITY THROUGHOUT THE ENTIRE

DEMOLITION PROCESS. FOLLOW ALL APPLICABLE SAFETY REGULATIONS,

SECURITY PROTOCOLS, AND INDUSTRY BEST PRACTICES.

7.2. HIRE EXPERIENCED AND QUALIFIED PROFESSIONALS OR CONTRACTORS WHO

HAVE EXPERTISE IN DEMOLITION WORK AND SECURITY-SENSITIVE

ENVIRONMENTS.

7.3. COMMUNICATE EFFECTIVELY WITH ALL STAKEHOLDERS, INCLUDING FACILITY

MANAGEMENT, SECURITY PERSONNEL, AND THE CAC, TO ENSURE A

COORDINATED AND EFFICIENT DEMOLITION PROCESS.

7.4. DOCUMENT THE DEMOLITION PROCESS THROUGH PHOTOGRAPHS, VIDEOS,

OR WRITTEN REPORTS FOR RECORD-KEEPING PURPOSES AND FUTURE

REFERENCE.

7.5. COMPLY WITH LOCAL BUILDING CODES, REGULATIONS, AND PERMIT

REQUIREMENTS THROUGHOUT THE DEMOLITION AND RESTORATION PHASES.

7.6. CONSIDER THE POTENTIAL IMPACT OF NOISE, DUST, AND VIBRATION ON

NEARBY AREAS OR OCCUPANTS AND TAKE APPROPRIATE MEASURES TO

MINIMIZE DISTURBANCES.

7.7. COORDINATE WITH THE CAC OR SECURITY PERSONNEL REGARDING ANY

MODIFICATIONS OR UPGRADES REQUIRED FOR THE MANTRAP OR SECURITY

FEATURES.

7.8. PLAN FOR CONTINGENCIES AND HAVE EMERGENCY PROCEDURES IN PLACE

TO ADDRESS ANY UNEXPECTED SITUATIONS THAT MAY ARISE DURING THE

DEMOLITION AND RESTORATION PROCESS.

7.9. UPON COMPLETION, PROVIDE NECESSARY TRAINING OR INSTRUCTIONS TO

THE PERSONNEL RESPONSIBLE FOR OPERATING THE NEW MANTRAP AND

SECURITY FEATURES.

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BOLLARD FOOTERS

ROOF LINE

ACTIVE BARRIER

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BLUESCOPE STEEL 0.42MM

COLOBOND ROOFING(RED)

BLUESCOPE STEEL 0.42MM

C O L O B O N D R I D G E

C A P P I N G ( R E D )

DS

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BLUESCOPE STEEL

0.42MM COLOBOND

G U T T E R ( R E D )

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1:100MTS

DETAILED PLAN

NEW ROOF STRUCTURE

Scale:A-07

A-3.0

A-3.0

1:100MTS

ROOF PLAN

NEW ROOF STRUCTURE

Scale:A-07

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

DETAILED PLAN

W12 X 140 I BEAM ON PAINTED

FINISH(ONE COAT OF EPILUX

171 RED ALUMINIUM(100-125

MICRONS) + ONE COAT OF

EPILUX 86 (100-125 MICRONS) +

2 COATS OF LUXATHANE 5075

POLYURETHANE(75-80

MICRONS)

CONCRETE PEDESTAL(REFER

STRUCTURAL FOR DETAIL)

BLUESCOPE STEEL 0.42MM

COLOBOND ROOFING(RED)

BLUESCOPE STEEL 0.42MM

C O L O B O N D R I D G E

C A P P I N G ( R E D )

BLUESCOPE STEEL 0.42MM

C O L O B O N D G U T T E R ( R E D )

1 2

BLUESCOPE STEEL 0.42MM

C O L O B O N D R I D G E

C A P P I N G ( R E D )

BLUESCOPE STEEL 0.42MM

C O L O B O N D G U T T E R ( R E D )

W12 X 140 I BEAM ON PAINTED

FINISH(ONE COAT OF EPILUX

171 RED ALUMINIUM(100-125

MICRONS) + ONE COAT OF

EPILUX 86 (100-125 MICRONS) +

2 COATS OF LUXATHANE 5075

POLYURETHANE(75-80

MICRONS)

CONCRETE PEDESTAL(REFER

STRUCTURAL FOR DETAIL)

BLUESCOPE STEEL 0.42MM

COLOBOND ROOFING(RED)

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AR02

1:100 MTS

FRONT ELEVATION

NEW ROOF STRUCTURE

Scale:

A-08

1:100 MTS

RIGHT ELEVATION

NEW ROOF STRUCTURE

Scale:A-08

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

ELEVATIONS

W12 X40 I BEAM RAFTER ON

P A I N T E D F I N I S H

150 X 300 I BEAM ON PAINTED

FINISH(ONE COAT OF EPILUX

171 RED ALUMINIUM(100-125

MICRONS) + ONE COAT OF

EPILUX 86 (100-125 MICRONS) +

2 COATS OF LUXATHANE 5075

POLYURETHANE(75-80

MICRONS)

CONCRETE PEDESTAL(REFER

STRUCTURAL FOR DETAIL)

BLUESCOPE STEEL 0.42MM

COLOBOND ROOFING(RED)

GI LIPPED C 150 X 38 X 1.20

BLUESCOPE STEEL 0.42MM

COLOBOND GUTTER(RED)

BLUESCOPE STEEL 0.42MM

C O L O B O N D R I D G E

C A P P I N G ( R E D )

1 2

W12 X 40 I BEAM ON PAINTED

FINISH(ONE COAT OF EPILUX

171 RED ALUMINIUM(100-125

MICRONS) + ONE COAT OF

EPILUX 86 (100-125 MICRONS) +

2 COATS OF LUXATHANE 5075

POLYURETHANE(75-80

MICRONS)

CONCRETE PEDESTAL(REFER

STRUCTURAL FOR DETAIL)

BLUESCOPE STEEL 0.42MM

COLOBOND ROOFING(RED)

HOT ROLLED CHANNEL C8X11.5

GI LIPPED C 150 X 38 X 1.20

E X I S T I N G E L E V A T E D

WALKWAY(VERIFY ON SITE)

A B C D

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AR03

1:100MTS

DETAILED SECTION

NEW ROOF STRUCTURE

Scale:A-09

1:100MTS

DETAILED SECTION

NEW ROOF STRUCTURE

Scale:

A-09

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

ELEVATIONS

STRUCTURAL NOTES

2 3 41 5 6 7 8 9 10 11 12 13 14

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

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S01

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

STRUCTURAL NOTES

C1F1

C1F1

P1/F1

P1/F1 P1/F3

P1/F2

EXISTING CAC 1 BLDG.

(CAC FOUNDATIONS TO BE

VERIFIED IN FIELD AND COR

IMMEDIATELY ALERTED OF ANY

POTENTIAL CONFLICT.

CAC FOUNDATIONS SHOULD

NOT BE UNDERMINED DURING

CONSTRUCTION, ALERT COR IF

CONDITION EXIST)

P1/F1

P1/F1

EXISTING ANTI-RAM

BOLLARD FOOTERS

ACTIVE BARRIER

P1/F3

P1/F3

1 2

A

B

C

D

OUTLINE OF BOLLARD

FOUNDATION

OUTLINE OF BOLLARD

FOUNDATION

PEDESTAL DETAIL

8-D16

350x300x12mm

THK. BASE PLATE

4-M16 (36 GRADE)

ANCHOR

BOLTS

A A

M16 HEADED

ANCHOR

P1

8-D16

W12x40

W12x40

PLAN

SECTION A-A

FOOTING SCHEDULE

SC1

P1

F2

50 THK. LEAN CONCRETE

EXISTING BOLLARD

EXISTING CAC 1 BLDG.

(CAC FOUNDATIONS TO BE

VERIFIED IN FIELD AND COR

IMMEDIATELY ALERTED OF ANY

POTENTIAL CONFLICT.CAC

FOUNDATIONS SHOULD NOT BE

UNDERMINED DURING

CONSTRUCTION, ALERT COR IF

CONDITION EXIST)

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S02

1:100MTS

FOUNDATION PLAN

Scale:-

A

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

DILI, TIMOR - LESTE

FOUNDATION PLAN

1:20MTS

BASEPLATE DETAIL

Scale:

B

NOTE:

ALL EXPOSED CONCRETE @ PEDESTAL

WILL BE CHAMFERED(20X20MM)

1:50MTS

FOUNDATION ELEVATION

Scale:-

C

RF1

OUTLINE OF ROOF

1 2

A

B

C

D

RF1

RF1 RF1

RF1 RF1

RF1 RF1

S T

S

T

S T

S

T

S T

S

T

SC1 SC1

S T

S T

S T

WP (TYP.)

H

B

H

B

H

B

H

B

H

B

H

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B

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K B

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B

K B

K

B

K B

K

B

K B

K

B

K B

K

B

K B

K

B

H

B

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B

H

B

H

B

S04

S04

1 2

50 THK. LEAN CONCRETE

SC1 SC1

R

F

R

F

P1 P1

F1 F2(F3)

S04

S04

EXISTING CAC 1 BLDGE

(CAC FOUNDATIONS TO BE

VERIFIED IN FIELD AND COR

IMMEDIATELY ALERTED OF ANY

POTENTIAL CONFLICT)

OUTLINE OF EXISTING

BOLLARD FOUNDATION

A

50 THK. LEAN CONCRETE

SC1

P1

F1

B C D

SC1

P1

F1

SC1

P1

F1

P1

F1

SC1

ST1 ST1 ST1

K

B

WP (TYP.)

K

B

K

B

K

B

K

B

K

B

A

50 THK. LEAN CONCRETE

SC1

P1

F2

B C D

SC1

P1

F3

SC1

P1

F3

P1

F3

SC1

ST1 ST1 ST1

K

B

WP (TYP.)

K

B

K

B

K

B

K

B

K

B

S04

S04

S04

MARK SIZE

W12X40

W10X33

W8X21

L50X50X6

D12 BAR

SC1

RF1

ST1

KB1

HB1

W8X21ST2

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16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

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S03

1:100MTS

ROOF FRAMING PLAN

Scale:-

A

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

DILI, TIMOR - LESTE

ROOF FRAMING PLAN & ELEVATION

1:100MTS

FRAMING ELEVATION AT GRID A & (B~D)

Scale:

B

LEGEND:

BOF - BOTTOM OF FOOTING

TOS - TOP OF STEEL

BOP - BOTTOM OF BASEPLATE

WP - WORKING POINT

1:100MTS

FRAMING ELEVATION AT GRID 1

Scale:

1:100MTS

FRAMING ELEVATION AT GRID 2

Scale:

16mm THK.

PLATE

1:15MTS

DETAIL 2

Scale:S03

W

X

3 W

X

C

1:15MTS

SECTION C

Scale:-

C

B

1:15MTS

DETAIL 3

Scale:S03

10mm THK. RIB PLATE (TYP.)

TYP

2-M16 BOLTS

8mm THK. PLATE

W8X21 W8X21

12mm THK.

PLATE

2-M12 BOLTS

W X

1:15MTS

DETAIL 4

Scale:S03

W X

L

X

X

L

X

X

WP

W8X21

WP

L

X

X

1:15MTS

DETAIL 5

Scale:S03

16mm THK.

EXTENDED PLATE

A

W

X

W X

A

1:15MTS

DETAIL 1

Scale:S03

12mm THK.

PLATE

1:15MTS

SECTION A

Scale:-

A

W10X22

8mm THK. PLATE

2-M12 BOLTS (TYP.)

W X

W X

WORKING POINT

1:15MTS

DETAIL 6

Scale:S04

D

R

D

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D

D

D

D

D

8-M16 BOLTS

W12X40

W X

220x505x16

PLATE

12mm THK. STIFFENER

PLATE

4-M16 BOLTS6

W10X33

16mm THK.

EXTENDED PLATE

2-M12 BOLTS

W8X21W8X21

8mm THK. PLATE (TYP.)

TYP

TURNBUCKLETURNBUCKLE

TURNBUCKLETURNBUCKLE

2 3 41 5 6 7 8 9 10 11 12 13 14

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

A

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B

C

D

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A

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P

S04

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

CONENCTION DETAILS

Ø10MM SAGROD

W/ STD NUT AND

ANGLED WASHER

NOTE:

SAG RODS CONTINUE

HORIZONTALLY.

PROVIDE SHIM WASHERS THAT

MATCH ANGLED PURLINS FOR THE

TIGHTENING NUTS.

150 X 65 X 20 X 2.3

GI LIPPED C

Ø10MM SAGROD

W/ STD NUT AND

WASHER

OUTLINE OF ROOF

1 2

A

B

C

D

D10 SAG ROD (TYP.)

LC150X65X20X2.3 PURLIN

600 MAX. SPACING (TYP.)

2 3 41 5 6 7 8 9 10 11 12 13 14

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

A

J

I

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G

F

O

N

M

L

K

P

B

C

D

E

A

J

I

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G

F

O

N

M

L

K

P

S05

1:100MTS

PURLIN AND SAG ROD LAYOUT

Scale:-

A

NTS

TYPICAL SAG ROD DETAIL

Scale:-

NTS

SAG ROD DETAIL AT APEX

Scale:-

1:10MTS

SAG ROD DETAIL

Scale:-

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

DILI, TIMOR - LESTE

PURLIN AND SAG ROD LAYOUT

NTS

PURLIN DETAIL

Scale:-

CB

CB

ECB

CB

1 2

A

B

C

D

DS

DS

DS

DS

DS

DS

DS

BLUESCOPE STEEL 0.42MM

COLOBOND ROOFING(RED)

BLUESCOPE STEEL 0.42MM

C O L O B O N D R I D G E

C A P P I N G ( R E D )

DS DS

BLUESCOPE STEEL

0.42MM COLOBOND

G U T T E R ( R E D )

1 2

A

B

C

D

2 3 41 5 6 7 8 9 10 11 12 13 14

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

A

J

I

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F

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L

K

P

B

C

D

E

A

J

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F

O

N

M

L

K

P

PL01

1:100MTS

DETAILED PLAN

NEW ROOF STRUCTURE

Scale:P-15

1:100MTS

ROOF PLAN

NEW ROOF STRUCTURE

Scale:P-15

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

STORM DETAINAGE LAYOUT

50 50300

50X50 ANGLE BAR FRAME

WITH 10mm PLAIN ROUND

BAR GRATES SPACED @

EVERY 30mm

STEEL GRATE DETAIL

100300100

NGL

DOWNSPOUT

90mmØ X 45° PVC ELBOW

C O

L U

M N

P

E D

E S

T A

L

50mm THK. LEAN CONCRETE

BOTTOM

100mmX100mm CONCRETE

TOP WITH 10mm DEFORMED

REINFORCING BAR

100mm THK. CHB

CEMENT PLASTER

FINISH INSIDE

SECTION

PLAN

150mmØ PVC PIPE

CATCH BASIN PLAN

NGL

2 3 41 5 6 7 8 9 10 11 12 13 14

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

A

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B

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PL02

NTS

CATCH BASIN DETAIL

NEW ROOF STRUCTURE

Scale:P-16

BLUESCOPE STEEL 0.42MM

COLOBOND ROOFING(RED)

GI LIPPED C 150X 38 1.20

BLUESCOPE STEEL 0.42MM

COLOBOND GUTTER(RED)

W12 X 40 I BEAM RAFTER

SEE CACTH BASIN

DETAIL BELOW

NTS

SECTION DETAIL

NEW ROOF STRUCTURE

Scale:P-16

P V C D O W N S P O U T

W I T H S T R A I N E R

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

DILI, TIMOR - LESTE

CATCH BASIN DETAIL

GENERAL NOTES:

· PLUMBING WORKS SHALL CONFORM WITH THE

LATEST EDITION OF INTERNATIONAL BUILDING CODE.

· THE DRAWING SHALL BE COORDINATED WITH THE

OTHER DRAWINGS AND SPECIFICATIONS, AND THE

ARCHITECT & THE ENGINEER SHALL BE NOTIFIED

IMMEDIATELY OF ANY DISCREPANCIES FOUND

THEREIN PRIOR TO IMPLEMENTATION.

· THE CONTRACTOR SHALL DETERMINE THE ACTUAL

CONDITION , DEPTH & INVERT ELEVATIONS OF

EXISTING UTILITIES AND STRUCTURES TO CONFORM

WITH THE STORM DRAINAGE PIPING WORKS.

· ALL PIPES ARE IN MILLIMETER EITHER THAN

INDICATED.

· ALL STORM DRAINAGE PIPES SHALL HAVE A MINIMUM

SLOPE OF 1%

B

EXISTING

CAC 1

BLDG

TOILET ELECTRICAL

ROOM

GMO

G

M

O

HPU

BARRIER

BARRIER

SENSOR

B A

R R

I E

R

S E

N S

O R

TRAFFIC

LIGHT

H Y

D R

U L I C

H O

S E

S

SENSOR CABLES

ELECTRICAL CABLES/

POWER SUPPLY

GMO POWER SUPPLY CABLES

G M

O

P

O W

S

U P

P L

Y

C

A B

L E

S

SENSOR CABLES

A C

T I V

E

B A

R R

I E

R

A C

T I V

E

B A

R R

I E

R

A C

T I V

E

B A

R R

I E

R

B

A

2 3 41 5 6 7 8 9 10 11 12 13 14

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

A

J

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B

C

D

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A

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M

L

K

P

EL01

1:100MTS

LIGHTING LAYOUT

NEW ROOF STRUCTURE

Scale:EL01

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

DILI, TIMOR - LESTE

LIGHTING LAYOUT

CAC-1 PANEL

NTS

O.H LED FLOOD LIGHT DATA SHEET

Scale:EL02

LEGEND:

GMO

2 3 41 5 6 7 8 9 10 11 12 13 14

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

A

J

I

H

G

F

O

N

M

L

K

P

B

C

D

E

A

J

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P

EL02

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

DILI, TIMOR - LESTE

ELECTRICAL DETAILS

NTS

RISER DIAGRAM

Scale:EL02

NTS

SINGLE-LINE DIAGRAM

Scale:EL02

ELECTRICAL PANEL BOX

GATE MOTOR OPERATOR

LIGHTING LINE

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

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A

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B

C

D

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A

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F

O

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M

L

K

P

EL03

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

CAC-1 PANEL BOARD SCHEDULE

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

A

J

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F

O

N

M

L

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P

B

C

D

E

A

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F

O

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M

L

K

P

EL04

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

DILI, TIMOR - LESTE

EXISTING LIGHTNING PROTECTION

NTS

ROOF PLAN - CAC

Scale:EL04

1 2

B

C

D

2 3 41 5 6 7 8 9 10 11 12 13 14

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

A

J

I

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F

O

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L

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P

B

C

D

E

A

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O

N

M

L

K

P

EL05

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

DILI, TIMOR - LESTE

LIGHTNING PROTECTION

1:100

ROOF PLAN - SALLY PORT

Scale:EL04

ROOF PLAN

A

A

A

(TYPICAL)

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

A

J

I

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F

O

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L

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P

B

C

D

E

A

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L

K

P

EL06

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

DILI, TIMOR - LESTE

LIGHTNING PROTECTION

DETAILS - GROUNDING

NTS

AIR TERMINAL DETAIL "A"

Scale:

EL06

NTS

AIR TERMINAL DETAIL "B"

Scale:

EL06

NTS

AIR TERMINAL DETAIL "C"

Scale:

EL06

NTS

AIR TERMINAL DETAIL "D"

Scale:

EL06

NTS

GROUND ROD DETAIL "E"

Scale:

EL06

NTS

GROUND ROD DETAIL "E1"

Scale:

EL06

NTS

THRU WALL DETAIL ASSEMBLY "T1"

Scale:

EL06

NTS

TYPICAL BONDING/SPLICING DETAILS

Scale:

EL06

16 17

2 3 41 5 6 7 8 9 10 11 12 13 14 15 16 17

B

C

D

E

A

J

I

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F

O

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P

B

C

D

E

A

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M

L

K

P

EL07

NEW ROOF STRUCTURE

CAC-1

for

US EMBASSY

DILI, TIMOR - LESTE

LIGHTNING PROTECTION

DETAILS - ROOF PLANS

NTS

HANDHOLE/GROUND WELL SYSTEM TEST AND SPLICE POINT (TYP)

Scale:

EL07

NTS

GROUND ROD INSTALLATION (TYP)

Scale:

EL07

NTS

POLE BASE DETAIL

Scale:

EL07

NTS

GROUND FIELD DETAIL

Scale:

EL07

NTS

TYPICAL COUNTERPOISE GROUNDING SYSTEM

Scale:

EL07

NTS

GROUNDING ELECTRODE CONFIGURATION

Scale:

EL07