DRAWINGS-FOR PORTACABIN.pdf

WARNING: This document is the property of the U.S. Government. Further Reproduction and/or distribution is prohibited without the express written approval of U.S. Department of State ATTN: David Vivian Washington, DC 20520

UNCLASSIFIED

BUREAU OF OVERSEAS BUILDINGS OPERATIONS

United States Department of State

Washington, D.C.

WEISS / MANFREDI

200 Hudson Street 10th floor New York, NY 10013

KCCT

1120 Connecticut Avenue NW, Suite 1250 Washington, DC 20036

ROOPAK KOTHARI & ASSOCIATES

NEW DELHI, INDIA, 110003

011-2625-7720, 011-2625-3600

NEW DELHI ARCHITECT

ASSOCIATE ARCHITECT

ARCHITECT/ SITE DESIGN

03/26/21

ISSUED FOR BID PROPOSAL

POLICE FACILITIES

NEW DELHI, INDIA

CONTRACT NO: 19AQMMA18R0010

DRAWING LIST

SHEET # SHEET NAME

GEN G000 COVER SHEET

GEN G001 ABBREVIATIONS AND SYMBOLS AND NOTES, AND NARRATIVE

CMPD C100 SITE PLAN

POL.F A101 ARCHITECTURAL PLANS AND RCPS

POL.F A111 ROOF PLAN

POL.F A201 EXTERIOR ELEVATIONS

POL.F A301 SECTIONS

POL.F A501 SCREEN FENCE ELEVATIONS & DETAILS

2021-03-25

CIVIL / GEOTECHNICAL

Langan 1300 Wilson Boulevard, Suite 450 Arlington, VA 22209

X0.00

Ref

W212

BUILDING SECTION

ELEVATION SYMBOLS

VIEW NUMBER

REFERENCE SYMBOLS

ELEVATION SYMBOLS NEW

COLUMN GRID SYMBOL

ROOM NUMBER SYMBOL

WINDOW SYMBOL

EXISTING

NORTH SYMBOL

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SCALE SYMBOL

REVISION SYMBOL

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EXTERIOR ELEVATIONS

SECTION SYMBOLS

WALL SECTION

VIEW NUMBER

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VIEW TITLE SYMBOL

22 VIEW NAME

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NUMBER

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POSITION REFERENCE SYMBOLS

X0.00

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(IF APPLICABLE)

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302.00°

FLOOR DRAIN

CENTER LINE

MISC PLAN SYMBOLS

PLAN SYMBOLS

DIRECTION OF ROOF

SLOPE

SLOPE

ROOF LEGEND

BATT INSULATION CONCRETE

EARTH

FINISH WOOD

GRANULAR FILL

METAL

PLASTER STUCCO &

GROUT

EXISTING

MATERIAL DESIGNATION

A

DOOR TAGS + DIMENSIONS

TYP

A

EQ EQ

CENTERED IN WALL

LENGTH

DOORS LOCATED

ADJACENT TO WALL

AS NOTED

POLICE FACILITIES

NEW DELHI, INDIA

United States Department of State Office of Overseas Buildings Operations Washington, DC

ARCHITECT / SITE DESIGN

WEISS / MANFREDI

200 Hudson Street 10th floor New York, NY 10013

KCCT

1120 Connecticut Avenue NW, Suite 1250 Washington, DC 20036

NEW DELHI ARCHITECT

ROOPAK KOTHARI & ASSOCIATES

NEW DELHI, INDIA, 110003

011-2625-7720, 011-2625-3600

CLASSIFICATION

NOT FOR

CONSTRUCTION

SHEET NUMBER

A

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DRAWING TITLE

CONTRACT NUMBER

CADD FILE NAME

DRAWING SCALE

19AQMMA18R0010

CADD PLOT SCALE

1:1

DRAWN BY

DATE

CHECKED BY

AE PROJECT NUMBER

ISSUED FOR BID PROPOSAL

WARNING: THIS DOCUMENT IS THE PROPERTY OF THE U.S.

GOVERNMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION OUTSIDE THE CONTRACTOR TEAM IS

PROHIBITED WITHOUT THE EXPRESS WRITTEN APPROVAL OF:

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

ATTN: DAVID VIVIAN

U.S. DEPARTMENT OF STATE

WASHINGTON, DC 20520

INFORMATION ON THIS DOCUMENT IS NOT TO BE ALTERED

EXCEPT WITH THE WRITTEN APPROVAL OF THE INDIVIDUAL

WHOSE SEAL APPEARS HEREON.

POL.F

UNCLASSIFIED

ASSOCIATE ARCHITECT

ALL DIMENSIONS WITH A DECIMAL ARE IN METERS (m) AND ALL DIMENSIONS WITHOUT A DECIMAL ARE IN MILLIMETERS (mm) UNLESS

NOTED OTHERWISE.

2020-09-24

OBO/PDCS/PDC OBO/PDCS/PDC

REVISIONS

REV NO.

ABBREVIATIONS AND

SYMBOLS AND NOTES,

AND NARRATIVE

_G001

EB

SM

G001

GENERAL NOTES

1. DIMENSIONS SHALL BE VERIFIED IN THE FIELD (V.I.F.). NOTIFY

ARCHITECT OF ANY DISCREPANCY WITH THE DRAWINGS; DO NOT

SCALE DRAWINGS.

2. VISIT THE SITE AND BECOME KNOWLEDGEABLE OF EXISTING

CONDITIONS.

3. ALL DIMENSIONS WITH A DECIMAL ARE IN METERS (M) AND ALL

DIMENSIONS WITHOUT A DECIMAL ARE IN MILLIMETERS (mm), UNLESS

NOTED OTHERWISE.

4. DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION GIVEN IN

ARCHITECTURAL DRAWINGS ARE BASED ON LIMITED FIELD

OBSERVATIONS AND MEASUREMENTS. VERIFY ALL INFORMATION

PERTAINING TO EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND

OBSERVATIONS AT THE SITE.

5. PLAN DIMENSIONS ARE SHOWN TO CENTERLINE OF COLUMNS AND TO

FINISHED FACE OF WALLS UNLESS NOTED OTHERWISE. ELEVATION

AND SECTION DIMENSIONS ARE SHOWN RELATIVE TO FINISH FLOOR

LEVELS WHICH ARE REFERENCED TO BUILDING ELEVATION ABOVE SEA

LEVEL.

6. DETAILS SHOWN SHALL APPLY TO TYPICAL CONDITIONS WHETHER OR

NOT SPECIFICALLY REFERENCED.

7. ALL PIPING AND OTHER PENETRATIONS SHALL BE SEALED.

8. ALL EXTERIOR STEEL FOR PORTA CABIN, CANOPY, AND SCREEN FENCE

TO BE HOT DIPPED GALVANIZED

9. PROVIDE AND LOCATE ALL MECHANICAL, PLUMBING, ELECTRICAL,

AND COORDINATE LOCATIONS WITH CONSTRUCTION DESIGN BUILD

CONTRACTOR AND US GOVT/OWER IN THE FIELD.

10. PROJECT INCLUDES PORTIONS OF WORK THAT ARE DELEGATED

DESIGN AND THE RESPONSIBILITY OF THE DESIGN BUILD

CONTRACTOR. COORDINATE WITH PORTA CABIN MANUF/INSTALLER,

GFRC FABRICATOR, AND FENCE MANUFACTURER TO ENGINEER

PORTACABIN AND FENCE PORTIONS OF WORK INCLUDING ALL

CONCRETE KNEE WALL AN STEEL BACKUP SUPPORT

11. GRIND AND FINISH ALL WELDS EXPOSED TO VIEW, FOR SMOOTH AND

CONTINUOUS APPEARANCE.

12. ALL MECHANICAL A/C, ELECTRICAL AND PLUMBING SYSTEMS SHALL BE

SIZED AND COORDINATED BY THE DESIGN BUILD CONTRACTOR TO

SUIT THE PORTACABIN STRUCTURES.

13. DESIGN BUILD CONTRACTOR SHALL COORDINATE ALL UTILITY

SERVICE CONNECTIONS WITH THE LOCAL MUNICIPALITIES TO SERVE

THE POLICE FACILITY. UTILITY SERVICES SHALL BE SEPARATE FROM

US EMBASSY COMPOUND.

14. ALL EXISTING TREES ARE TO REMAIN. PROTECT TREES BY ERECTING

PROTECTIVE FENCES TO PREVENT DAMAGE DURING EXCAVATION AND

CONSTRUCTION ACTIVITIES.

15. CLEAR ALL SURFACE OBJECTS INCLUDING DOWNED LOGS, ROOTS OF

DOWNED TREES, BRUSH, GRASS, WEEDS, LOOSE DEBRIS, TRASH, AND

OTHER UNWANTED MATERIAL.

16. GRUB AREAS BELOW NATURAL GROUND SURFACE OF VEGETATIVE

AND UNWANTED MATERIAL INTERFERING WITH PROPOSED WORK.

17. MAINTAIN THE CONSTRUCTION SITE CONTINUOUSLY IN A NEAT AND

ORDERLY CONDITION..

18. RESTORE AND PROVIDE GRASS TO DISTURBED AREAS OF THE SITE TO

ESTABLISH A STABILIZED FINISH GRADE.

19. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND

GOVERNING AUTHORITIES, FEDERAL AND LOCAL STANDARDS

ABBREVIATIONS

NOTE: ALL ABBREVIATIONS MAY NOT BE NECESSARILY USED

ALUM ALUMINUM

CONC CONCRETE

CONT CONTINUOUS

FD FLOOR DRAIN

GFRC GLASS FIBER REINFORCED CONCRETE

HSS HOLLOW STRUCTURAL SECTION

HP HIGH POINT

LP LOW POINT

mm MILLIMETER(S)

POLF POLICE FACILITY

SP SECURITY POLICE

STL STEEL

TO TOP OF

TYP TYPICAL

PORTA CABIN SPECIFICATIONS

THESE SPECIFICATIONS ARE A GUIDANCE DOCUMENT FOR THE DESIGN BUILD CONTRACTOR. ALL THE SHOP DRAWINGS / CONSTRUCTION DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR FOR THE APPROVAL BY THE OWNER. ALL FINISHES, SPECIFICATIONS OF STRUCTURAL, MECHANICAL, PLUMBING &

ELECTRICAL WILL BE SPECIFIED IN THE SAID DRAWING FOR THE OWNER’S APPROVAL.

PRE-ENGINEERED COMPOSITE PANELS

DIMENSIONS OF PANELS: MAXIMUM LENGTH IS 4265 MM (14 FT) , WIDTH 790MM (31”), THICKNESS 78MM (3”).

PORTACABIN ENGINEERS ARE PRE-ENGINEERED/PREFABRICATED, THERMALLY INSULATED BUILDING STRUCTURES, WHICH ARE DESIGNED TO MEET SPECIFIC REQUIREMENTS, PORTACABIN PANELS ARE COMPLETE PANEL SYSTEM DESIGNED ESPECIALLY FOR FAST CONSTRUCTION OF RESIDENTIAL, COMMERCIAL AND INDUSTRIAL STRUCTURES IN ALL CLIMATES AND TERRAINS. IT’S AN ATTRACTIVE, COST EFFECTIVE AND ENERGY EFFICIENTLY ALTERNATIVE TO CONVENTIONAL

CONSTRUCTIONS.

RESISTANT OF WIND, FLOODS & EARTHQUAKE: FULLY ERECTED AND ENCORED, THE UNIQUE DESIGN CONFIGURATION OF THE PCP’S WILL ENABLE IT TO WITHSTAND HURRICANE FORCE OF WINDS AND THE SEISMIC SHOCK OF EARTHQUAKE. ANTI TERMITE: WATER PROOF, TERMITE PROOF AND INSECT PROOF

AND CALAMITY PROOF.

FEATURES OF PREFAB PANELS

THERMAL INSULATION

THE PORTACABIN PANELS, USED IN CONSTRUCTION INSULATE TWENTY TIMES MORE EFFICIENTLY THAN CONCRETE AND ARE EIGHT TIMES EFFICIENT THAN BRICK, USING THEM CAN THEREFORE SAVE NOT ONLY ON INSTALLATION COST OF COOLING AND HEATING SYSTEMS, BUT ALSO CUT DOWN ON RECURRING ENERGY COST BY AS MUCH AS 50%. THIS PROPERTY MAKES IT IDEALLY SUITED AND PROFITABLE TO BE UTILIZED FOR CONSTRUCTING HOUSES, HOTELS, FACTORIES, SCHOOLS AND EVEN COLD STORAGES IN EXTREME CLIMATIC CONDITIONS.

IMPACT RESISTANCE

PORTACABIN PANELS ARE TOUGH AND RESISTANT TO EXTREME WEATHER CONDITIONS. THE SOLID UNITIZED CORE COUPLED WITH THE TOUGHNESS AND STRENGTH OF PORTACABIN PANELS OFFERS IMPACT AND ABRASION RESISTANCE SUPERIOR TO ALL COMMONLY USED CONSTRUCTION MATERIAL. DENSE AND DURABLE, THE PORTACABIN PANELS ARE FAR LESS SUSCEPTIBLE TO THE DAMAGE FROM VANDALISM AS COMPARED TO OTHER CONSTRUCTIONS.

COMPRESSIVE STRENGTH

THE PORTACABIN PANELS OFFER A SUPERIOR STRENGTH TO WEIGHT RATIO WHEN COMPARED TO CONVENTIONAL BUILDING ELEMENTS. THIS EXCEPTIONAL PROPERTY BRINGS ABOUT AN ECONOMY IN CONSTRUCTION WITHOUT COMPROMISING ON THE STRENGTH OF THE BUILDING. THE PANELS CAN BEAR A LOAD

OF 600 KG/M.

PRECISION & CONSISTANT QUALITY

UNLIKE CONVENTION DESIGNED STRUCTURE OUR PERFECT STRUCTURE IS MANUFACTURER ON HAS PRODUCTION TO GIVE ACCURATELY UP TO MILLMATRIC PRECISION BY OUR SPL MACHINE. THE WHOLE STRUCTURE IS MANUFACTURED UNDER STRICT QUALITY CONDITION BY OUR TRAINED TECHNICAL STAFF TO

CONSISTENT QUALITY.

WATE RESISTANCE & LEAK PROOF

WITH THE USE OF THE EXCLUSIVE POLY BONDED RESIN BEING INCORPORATED INTO THE PANEL PROVIDE HIGHLY WATER RESISTANT BARRIER THUS ENSURING LONG-TERM DURABILITY. THE PORTACABIN PANEL DOES NOT SUFFER THE DETERIORATION FROM PROLONGED EXPOSURE TO WATER THAT AFFECTS GYPSUM BOARD, STEEL, WOOD, PLASTER AND CEMENT. THE SELF-SEALANT INTERLOOMED CAN FURTHER BE SEALED WITH SPL. WATER PROOF

SEALANT TO ENSURE 100% LEAK PROOF DESIGN.

STRUCTURE STRENGTH

FULLY ERECTED AND ANCHORED PREFABS BUILDING IS ABLE TO WITHSTAND EARTHQUAKE, HIGH WIND FORCE AND OTHER CLIMATIC DISASTERS IE., FLOODS AS INTER-LOCKING PANELS HIGH LOAD BEARING CAPACITIES OF PANELS LIKE COUPLED WITH ADDITIONAL SUPPORT CREATE/BEAM OF MOONLIKE STRUCTURE.

KEY FEATURES

•SUPER STRONG STRUCTURE

•RAPID CONSTRUCTION

•AESTHETICALLY GOOD LOOKING

•WEATHER

•ALL WEATHER PROOF

•LEAK PROOF

•RUST AND ABRASION RESISTANT

•EARTHQUAKE RESISTANT

•THERMALLY INSULATED

•EXPANDABLE DESIGN

TECHNICAL SPECIFICATIONS

WT. OF THE PANELS : 15.25 KG/M2

DENSITY OF THE PANELS : 196 KG/M3

THERMAL CONDUCTORS : 0.028 KCAL./SEC./SQ.M/C/M

DURABILITY : 50 YRS.

LOAD BEARING : 550-600 KG/M2

JOINT OF PANNELS :INTERLOCKING, MALE-FEMALE

MOISTURE CONTENTS : NIL

IMPACT RESISTANCE : 0.15-0.2 KN/M2

WATER SEALENT : SELF SEALING & ADDED SPL. SEALING FOR ROOF.

WINDOWS: TO BE MANUF. STANDARD OPERABLE ALUM AWNING WINDOWS WITH SCREENS, COLOR TO BE CHARCOAL GRAY.

WALL PANELS

THE PORTACABIN PANELS LOCK TIGHT CONSTRUCTION PANELS USED IN BUILDING HAVE EXCEPTIONAL ADVANTAGES OVER CONVENTIONAL BUILDING MATERIALS SUCH AS BRICK, WOOD OR CONCRETE. THEY ARE ONE FORTH THE WEIGHT OF BRICKS AND ONE-EIGHTH THE WEIGHT DENSE CONCRETE. BUT THEY POSSESS REQUISITE STRENGTH FOR MOST BUILDING REQUIREMENTS DUE TO THEIR ENGINEERED COMPOSITE CELLULAR STRUCTURE FORMED BY MILLIONS OF SMALL CELLS AS WELL AS THE 100% “GRIP-LOCK” BOND OF THE EXCLUSIVELY FORMULATED PORTACABIN PANELS COMPOSITE LAMINATING RESIN;

REQUIRE NO SHUTTERING OR CURING TIME & IS MORE CONDUCIVE TO FAST SIMPLE AND BETTER CONSTRUCTION. EXCELLENT THERMAL AND SOUND INSULATION ARE ADDED ADVANTAGES AND PANELS CENTRAL CORE IS DESIGNED TO GIVE GOOD FLEXURAL & COMPRESSIVE RESISTANCE AS WELL AS HIGH

THERMAL INSULATION & SOUND PROOFING.

THE 78 MM THICK PANELS FORM A COMPOSITE WELL BOUNDED SYSTEM OF SEVEN LAYERS COMPRISING OF THE FOLLOWING:

1. PROTECTION LAYER OF POLY RESIN WITH SAND FINISH.

2. GALVANIZED METAL SHEET WALLING (24G GALVANIZED)

3. RESIN BONDING LAYER.

4. MEDIUM DENSITY EXPANDED POLYSTYRENE (THERMOCOLE) (20KG/M3).

5. RESIN BONDING LAYER.

6. GALVANIZED METAL STEEL WALLING (24 G GALVANIZED SHEET)

7 PROTECTION LAYER OF POLY RESIN WITH SAND FINISH. COLOR TO BE CHARCOAL GRAY.

ROOF PANELS

ROOF TO BE MANUFACTURER'S STANDARD 75 MM THICK SANDWICH PANEL CONSISTING OF TWO LAYERS OF GI SHEETS (.63 MM), AND IN BETWEEN 75 MM THICK EXPANDED POLYSTYRENE. THE GI SHEETS ARE BONDED WITH IMPORTED RESINS AND THEN TEXTURE COATING. THE PANELS ARE FORMED WITH INTERLOCKING SYSTEM AND SELANTS. PROVIDE ROOF OVERHAND DEPICTED ON DRAWINGS. COLOR TO MATCH WALL PANELS.

CANOPY

ROOF CANOPY TO BE 75 MM THICK SANDWICH PANEL TO MATCH TYPICAL ROOFS. ROOF CANOPY SUPPORT STRUCTURE INTEGRAL WITH PORTA CABIN STRUCTURE TO BE ENGINEERED BY PREFAB DESIGNER FOR CONVENTIONAL LOADS AND APPLICABLE SEISMIC, UPLIFT FORCES. COLOR TO MATCH WALL

PANELS.

FLOOR

FLOOR TO BE MANUFACTURER'S STANDARD BWP MARINE GRADE 15MM PLYBOARD ON GRID PLATFORM OF GALVANIZED MS HOLLOW RECTANGULAR TUBE SECTIONS OF SIZE 50X25MM. THE FRAME WORK HAS A GRID SIZE OF 600 X 600 MM. THE FLOOR IS RAISED ABOVE THE GROUND LEVEL USING ISMB OR ISMC GALVANIZED STEEL SUPPORTS WITH SIZE, SPACING, AND FOOTINGS ENGINEERED BY PREFAB DESIGNER. PROVIDE METAL MESH SCREEN FROM BOTTOM OF

PORTA CABIN TO MINIMUM 300 MM BELOW GRADE.

COURTYARD & STAIRS

COURTYARD PLATFORM AND STAIRS TO BE COMPOSITE DECKING BOARDS 25X150MM OR SIMILAR ON MANUFACTURER'S STANDARD GRID PLATFORM OF GALVANIZED MS HOLLOW RECTANGULAR TUBE SECTIONS OF SIZE 50X25MM. THE FRAME WORK HAS A GRID SIZE OF 600 X 600 MM. THE FLOOR IS RAISED ABOVE THE GROUND LEVEL USING ISMB OR ISMC GALVANIZED STEEL SUPPORTS WITH SIZE, SPACING, AND FOOTINGS ENGINEERED BY PREFAB DESIGNER. STAIR RAILING TO BE GALVANIZED STEEL PIPE REAIL ANCHORED TO PORTA CABIN WALL. DECKING BOARDS TO BE MEDIUM GRAY.

SCREEN FENCE

SCREEN FENCE CONSISTS OF GREEN FLEX SHEET PANELS AT LOCATIONS INDICATED ON A501. SCREEN FENCE SUBFRAME TO BE PROVIDED BY FENCE MANUF AND MOUNTED TO TOP OF CONCRETE KNEE WALL. FINISH ALL CONCRETE KNEE WALLS WITH CHARCOAL GRAY COLORED ELASTOMERIC COATING (REFERENCE SPECIFICATION BELOW). GFRC PANELS AND STEEL SUPPORT TO BE PROVIDED AT LOCATIONS DEPICTED ON A501. GFRC PANEL COLOR TO

MATCH FLEX SHEET.

ELASTOMERIC COATING SPECIFICATIONS

A) PROVIDE SURFACE PREPARATION AND APPLICATION OF ELASTOMERIC COATINGS TO CONCRETE WALLS.

B) PROVIDE STO CORP.; STOCOLOR LASTIC-SAND OR COMPARABLE PRODUCT BY BASF CORP, OR PPG PAINTS, OR SHERWIN-WILLIAMS COMPANY.

C) ELASTOMERIC COATING SHALL BE A SINGLE COMPONENT TEXTURED ACRYLIC-BASED COATING.

A.CRACK FILLERS: ELASTOMERIC COATING MANUFACTURER'S RECOMMENDED, FACTORY-FORMULATED CRACK FILLERS OR SEALANTS, INCLUDING

CRACK FILLER PRIMERS, COMPATIBLE WITH SUBSTRATE AND OTHER MATERIALS INDICATED.

B.PRIMER: ELASTOMERIC COATING MANUFACTURER'S RECOMMENDED, FACTORY-FORMULATED, ACRYLIC-BASED, ALKALI-RESISTANT PRIMER COMPATIBLE

WITH SUBSTRATE AND OTHER MATERIALS INDICATED.

C.FINISH COAT: SINGLE COMPONENT TEXTURED ACRYLIC-BASED COATING IN COLOR SELECTED TO MATCH THE GFRC SCREEN AND PORTACABIN.

D) BEGIN COATING ONLY WHEN MOISTURE CONTENT OF SUBSTRATE IS 12 PERCENT OR LESS WHEN MEASURED WITH AN ELECTRONIC MOISTURE METER; AND NO SOONER THAN 28 DAYS AFTER SUBSTRATE IS CONSTRUCTED AND IS VISUALLY DRY ON BOTH SIDES.

E) APPLY COATINGS ONLY WHEN TEMPERATURE OF SURFACES TO BE COATED AND AMBIENT AIR TEMPERATURES ARE BETWEEN 10 AND 32 DEG C (50 AND 90

DEG F) UNLESS OTHERWISE PERMITTED BY MANUFACTURER'S WRITTEN INSTRUCTIONS.

F) APPLY ELASTOMERIC COATINGS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS; AND RECOMMENDED NUMBER OF COATS AND TOTAL DRY FILM

THICKNESS FOR CONDITION OF SUBSTRATE.

COLOR TO BE CHARCOAL GRAY.

SECURITY POLICE STRUCTURES

POLICE STURCTURES 'SP' SHOWN ON PLANS ARE NOT IN CONTRACT.

DESCRIPTION DATE

PCP-1

2021-03-252021-03-26

CIVIL / GEOTECHNICAL

Langan

SP

SP

Filename: \\langan.com\data\ARL\data3\270043301\Cadd Data - 270043301\Support Plans\Police Facility\DEL_CMPD_C1.231.dwg Date: 3/25/2021 Time: 21:46 User: lpretzman Style Table: Langan.stb Layout: SITE PLAN

CLASSIFICATION: UNCLASSIFIED

POLICE FACILITIES

NEW DELHI, INDIA

United States Department of State Office of Overseas Buildings Operations Washington, DC

ARCHITECT / SITE DESIGN

WEISS / MANFREDI

200 Hudson Street 10th floor New York, NY 10013

KCCT

1120 Connecticut Avenue NW, Suite 1250 Washington, DC 20036

NEW DELHI ARCHITECT

ROOPAK KOTHARI & ASSOCIATES

NEW DELHI, INDIA, 110003

011-2625-7720, 011-2625-3600

A

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WARNING: THIS DOCUMENT IS THE PROPERTY OF THE U.S.

GOVERNMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION OUTSIDE THE CONTRACTOR TEAM IS

PROHIBITED WITHOUT THE EXPRESS WRITTEN APPROVAL OF:

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

ATTN: DAVID VIVIAN

U.S. DEPARTMENT OF STATE

WASHINGTON, DC 20520

INFORMATION ON THIS DOCUMENT IS NOT TO BE ALTERED

EXCEPT WITH THE WRITTEN APPROVAL OF THE INDIVIDUAL

WHOSE SEAL APPEARS HEREON.

PLAN

NORTH

TRUE

NORTH

ASSOCIATE ARCHITECT

ALL DIMENSIONS WITH A DECIMAL ARE IN METERS (m) AND ALL DIMENSIONS WITHOUT A DECIMAL ARE IN MILLIMETERS (mm) UNLESS

NOTED OTHERWISE.

CIVIL / GEOTECHNICAL

LANGAN

1300 Wilson Boulevard, Suite 450 Arlington VA 22209

UNCLASSIFIED

A/E PROJECT NUMBER

CHECKED BY

CONTRACT NUMBER

CADD FILE NAME

DRAWING SCALE

19AQMMA18R0010

CADD PLOT SCALE

1:1

SHEET NUMBER

DRAWING TITLE

DRAWN BY

DATE

RELEASE FOR CONSTRUCTION

DATE

CLASSIFICATION

REVISIONS

REV NO. DESCRIPTION

OBO/PDCS/PDC OBO/PDCS/DE

SITE PLAN

MRL

JFL

C100

1:150

2021-03-26

DEL_POLF_C100.DWG

0 7.5

SCALE: 1:150

3.75

POLF

UP

A201

AA

BB

CC DD EE

220.60

PSO

SP

SP

SP

A201

A201

A201

A201

A301

A301

PCP-1

PCP-1

A301

3700 5100 1725 1540 3560

220.67

220.67

220.67

670 1890 1925

LAUNDRY ROOM

TOILET ROOM

TEA LOUNGE

AREA

WEAPONS

STORAGE

1004A

LOCAL POLICE

JANITORS

CLOSET

220.67

220.67

220.67

SP

A201

A301

A201

TOILET ROOM

SP STRUCTURE NOT IN

CONTRACT, TYP

EXISTING SIDE GRADE TO

REMAIN, TYP; REFER TO CIVIL

220.67

220.67 220.67

EXISTING SITE WALL TO

REMAIN

EXISTING PUMP ROOM TO

REMAIN

PANEL FENCE ON KNEE WALL;

REFER TO A501

2000 MM PARTITION WALL

2000 MM PARTITION WALL

2000 MM

PARTITION WALL

300 X 300

EXHAUST FAN

300 X 300

EXHAUST FAN

EXTENT OF SHADE

CANOPY ABOVE

EXTENT OF ROOF

OVERHANG ABOVE,

TYP.

GFRC PANEL AT SP

STRUCTURE, TYP. REFER TO

A501

EXISTING TREE TO REMAIN.

TYP FOR ALL TREES.

CLERESTORY

WINDOW, TYP; REFER

TO ELEVATIONS.

CONC KNEE WALL;

FINISH TO MATCH

PANEL FENCE KNEE

WALL, REFER TO A501

2750 MIN 250

220.665

220.665 220.665

220.665

220.665

220.665

PCP-1

PCP-1

220.665

220.665 220.665

DOWNLIGHT

SYMBOLS

CEILING FAN 1200mm

EXHAUST FAN

MIRROR LIGHT

6/16 AMP POWER SOCKET

BULK HEAD

6 AMP LIGHT SOCKET

TV CO-AXIAL SOCKET

RJ-11 TELEPHONE SOCKET

SWITCH

AA

BB

CC DD EE

NO CEILING

NO CEILING

NO CEILING

NO CEILING

NO CEILING

NO CEILING

EQ EQ

E Q

E Q

E Q

E Q

E Q

E Q

EQ 2000 EQ EQ EQ EQ EQ

EQ EQ EQ EQ

5100 1725 1540

E Q

E Q

E Q

E Q

EQ 1200 EQ

EQ EQ

EQ 1200 EQ

E Q

E Q

LOCAL POLICE

TOILET ROOM

EQ EQ

SHADE

CANOPY

TEA LOUNGE AREA

TOILET ROOM

LAUNDRY ROOM

WEAPONS STORAGE

1004A

LPDB

LPDB

LPDB

HD

HD

NO CEILING

NO CEILING

ROOF

OVERHANG, TYP

AS NOTED

PLAN NORTH

TRUE

NORTH

POLICE FACILITIES

NEW DELHI, INDIA

United States Department of State Office of Overseas Buildings Operations Washington, DC

ARCHITECT / SITE DESIGN

WEISS / MANFREDI

200 Hudson Street 10th floor New York, NY 10013

KCCT

1120 Connecticut Avenue NW, Suite 1250 Washington, DC 20036

NEW DELHI ARCHITECT

ROOPAK KOTHARI & ASSOCIATES

NEW DELHI, INDIA, 110003

011-2625-7720, 011-2625-3600

CLASSIFICATION

NOT FOR

CONSTRUCTION

SHEET NUMBER

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K

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M

N

O

P

DRAWING TITLE

CONTRACT NUMBER

CADD FILE NAME

DRAWING SCALE

19AQMMA18R0010

CADD PLOT SCALE

1:1

DRAWN BY

DATE

CHECKED BY

AE PROJECT NUMBER

ISSUED FOR BID PROPOSAL

WARNING: THIS DOCUMENT IS THE PROPERTY OF THE U.S.

GOVERNMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION OUTSIDE THE CONTRACTOR TEAM IS

PROHIBITED WITHOUT THE EXPRESS WRITTEN APPROVAL OF:

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

ATTN: DAVID VIVIAN

U.S. DEPARTMENT OF STATE

WASHINGTON, DC 20520

INFORMATION ON THIS DOCUMENT IS NOT TO BE ALTERED

EXCEPT WITH THE WRITTEN APPROVAL OF THE INDIVIDUAL

WHOSE SEAL APPEARS HEREON.

POL.F

UNCLASSIFIED

ASSOCIATE ARCHITECT

ALL DIMENSIONS WITH A DECIMAL ARE IN METERS (m) AND ALL DIMENSIONS WITHOUT A DECIMAL ARE IN MILLIMETERS (mm) UNLESS

NOTED OTHERWISE.

2020-09-24

OBO/PDCS/PDC OBO/PDCS/PDC

REVISIONS

REV NO.

ARCHITECTURAL PLANS

AND RCPS

_A101

EB

SM

A101

A101 | A101 1 : 501 FLOOR PLAN - LEVEL 1

LEGEND - RCP

A101 | A101 1 : 502 RCP - LEVEL 1

DESCRIPTION DATE

3D

DOOR FRAME

REMARKS

DOOR SIZE

SWING MATERIAL FINISH TYPE PROFILE FINISHW HT T

1001 915 2135 45 RHR HM PTD TO MATCH PORTA CABIN STEEL F1 PTD TO MATCH PORTA CABIN

1002 915 2135 45 RHR HM PTD TO MATCH PORTA CABIN STEEL F1 PTD TO MATCH PORTA CABIN

1003 915 2135 45 DRH HM PTD TO MATCH PORTA CABIN STEEL F1 PTD TO MATCH PORTA CABIN

1004 915 2135 45 RHR HM PTD TO MATCH PORTA CABIN STEEL F1 PTD TO MATCH PORTA CABIN

1005 915 2135 45 RHR HM PTD TO MATCH PORTA CABIN STEEL F1 PTD TO MATCH PORTA CABIN

1010 915 2135 45 RHR HM PTD TO MATCH PORTA CABIN STEEL F1 PTD TO MATCH PORTA CABIN

1011 2200 2134 45 LHR/RHR HM PTD TO MATCH PORTA CABIN STEEL F2 PTD TO MATCH PORTA CABIN PROVIDE PADLOCK HARDWARE.

1013 915 2135 45 RHR HM PTD TO MATCH PORTA CABIN STEEL F1 PTD TO MATCH PORTA CABIN

DOOR SCHEDULE

M

M

F A

C E

O F

C M

P D

W A

L L

2021-03-252021-03-26

CIVIL / GEOTECHNICAL

Langan

A201

AA

BB

CC DD EE

2%

2%

2%

HP

HP

HP

LP

LP

LP

A201

A201

A201

A201

A301

A301

A301

SECURITY POLICE

STRUCTURE

SECURITY POLICE

STRUCTURE

SECURITY POLICE

STRUCTURE

SECURITY POLICE

STRUCTURE

PORTACABIN STRUCTURE

PORTACABIN STRUCTURE

PORTACABIN STRUCTURE

EXTERIOR WALL BELOW, TYP

ROOF CANOPY ABOVE

A201

A301

A201

EXTENT OF ROOF CANOPY, TYP

ROOF CANOPY SUPPORT INTEGRAL

WITH PORTA CABINS TO BE ENGINEERED

BY PORTA CABIN PREFAB DESIGNER, TYP

223.55

223.55

223.55

A201

AA

BB

CC DD EE

A201

A201

A201

A301

A301

A301

SECURITY POLICE

STRUCTURE

SECURITY POLICE

STRUCTURE

SECURITY POLICE

STRUCTURE

SECURITY POLICE

STRUCTURE

PORTACABIN STRUCTURE

PORTACABIN STRUCTURE

PORTACABIN

STRUCTURE

LP

2%

ROOF CANOPY

A201

A301

A201

EXTENT OF PORTACABIN

ROOF BELOW, TYP

250 8365 250

224.32

HP

AS NOTED

PLAN NORTH

TRUE

NORTH

POLICE FACILITIES

NEW DELHI, INDIA

United States Department of State Office of Overseas Buildings Operations Washington, DC

ARCHITECT / SITE DESIGN

WEISS / MANFREDI

200 Hudson Street 10th floor New York, NY 10013

KCCT

1120 Connecticut Avenue NW, Suite 1250 Washington, DC 20036

NEW DELHI ARCHITECT

ROOPAK KOTHARI & ASSOCIATES

NEW DELHI, INDIA, 110003

011-2625-7720, 011-2625-3600

CLASSIFICATION

NOT FOR

CONSTRUCTION

SHEET NUMBER

A

321 1110987654 16151412 13 17

18 19

321 1110987654 16151412 13 17 18

B

C

D

E

F

G

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I

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A

B

C

D

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G

H

I

J

K

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M

N

O

P

DRAWING TITLE

CONTRACT NUMBER

CADD FILE NAME

DRAWING SCALE

19AQMMA18R0010

CADD PLOT SCALE

1:1

DRAWN BY

DATE

CHECKED BY

AE PROJECT NUMBER

ISSUED FOR BID PROPOSAL

WARNING: THIS DOCUMENT IS THE PROPERTY OF THE U.S.

GOVERNMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION OUTSIDE THE CONTRACTOR TEAM IS

PROHIBITED WITHOUT THE EXPRESS WRITTEN APPROVAL OF:

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

ATTN: DAVID VIVIAN

U.S. DEPARTMENT OF STATE

WASHINGTON, DC 20520

INFORMATION ON THIS DOCUMENT IS NOT TO BE ALTERED

EXCEPT WITH THE WRITTEN APPROVAL OF THE INDIVIDUAL

WHOSE SEAL APPEARS HEREON.

POL.F

UNCLASSIFIED

ASSOCIATE ARCHITECT

ALL DIMENSIONS WITH A DECIMAL ARE IN METERS (m) AND ALL DIMENSIONS WITHOUT A DECIMAL ARE IN MILLIMETERS (mm) UNLESS

NOTED OTHERWISE.

2020-09-24

OBO/PDCS/PDC OBO/PDCS/PDC

REVISIONS

REV NO.

ROOF PLAN

_A111

EB

SM

A111

A111 | A111 1 : 501 ROOF PLAN

A111 | A111 1 : 502 HIGH ROOF PLAN

DESCRIPTION DATE

2021-03-252021-03-26

CIVIL / GEOTECHNICAL

Langan

B.O. ROOF

223.365 m

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

22334466 55

A301

A301

75mm THICK ROOF WITH 250 mm OVERHANG

PANEL JOINT, TYP.

PCP-1 PREFABRICATED

PANEL WITH, PROTECTIVE

POLY RESIN COATING, AND

TEXTURED SAND FINISH,

TYP.

SHADE CANOPY

OPERABLE AWNING

WINDOW, TYP.

REFER TO ELEVATION 2

COURTYARD

TYP

B.O. ROOF

223.365 m

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

4466 55

WALL MOUNTED

HAND RAIL

A301

EXHAUST FAN

ALIGN W/ T.O. WINDOW

75mm THICK ROOF WITH 250 mm OVERHANG

PANEL JOINT, TYP.

PCP-1 PREFABRICATED

PANEL WITH, PROTECTIVE

POLY RESIN COATING, AND

TEXTURED SAND FINISH,

TYP.

SHADE CANOPY

OPERABLE AWNING

WINDOW, TYP.

COURTYARD

B.O. ROOF

223.365 m

AABB

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

CC

A301

A301

KNEE WALL

75mm THICK ROOF WITH 250 mm OVERHANG

PANEL JOINT, TYP.

PCP-1 PREFABRICATED PANEL

WITH, PROTECTIVE POLY RESIN

COATING, AND TEXTURED SAND

FINISH, TYP.

PTD DOOR; REFER TO SCHEDULE

GUARD RAIL

EXISTING COMPOUND WALL

SHADE CANOPY

COURTYARD

B.O. ROOF

223.365 m

AA BB

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

CC DD EE

A301

A301

KNEE WALL

75mm THICK ROOF WITH 250 mm OVERHANG

PANEL JOINT, TYP.

PCP-1 PREFABRICATED

PANEL WITH, PROTECTIVE

POLY RESIN COATING, AND

TEXTURED SAND FINISH,

TYP.

EXISTING COMPOUND

WALL

STAIR W/WALL MOUNTED

HAND RAIL

COURTYARD

B.O. ROOF

223.365 m

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

22 33 44 6655

GUARD RAIL

75mm THICK ROOF WITH 250 mm OVERHANG

PANEL JOINT, TYP.

PCP-1 PREFABRICATED

PANEL WITH, PROTECTIVE

POLY RESIN COATING, AND

TEXTURED SAND FINISH,

TYP.

A301

SHADE CANOPY

A301

OPERABLE AWNING

WINDOW, TYP.

COURTYARDB.O. ROOF

223.365 m

AABB

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

CCDD

A301

A301

EXHAUST FAN;

ALIGN W/ T.O. WINDOWS

SCREEN FENCE;

REFER TO A501

CONC KNEE WALL

PCP-1 PREFABRICATED

PANEL WITH, PROTECTIVE

POLY RESIN COATING, AND

TEXTURED SAND FINISH,

TYP.

75mm THICK ROOF WITH 250 mm OVERHANG

EXISTING COMPOUND WALL

B.O. ROOF

223.365 m

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

22 33 44 55

A301

A301

75mm THICK ROOF WITH 250 mm OVERHANG

PANEL JOINT, TYP.

PCP-1 PREFABRICATED

PANEL WITH, PROTECTIVE

POLY RESIN COATING, AND

TEXTURED SAND FINISH,

TYP.

SHADE CANOPY

OPERABLE AWNING

WINDOW, TYP.

WALL MOUNTED HAND RAIL

B.O. ROOF

223.365 m

AA BB

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

CC DD

A301

A301

GUARD RAIL

75mm THICK ROOF WITH 250 mm OVERHANG

PANEL JOINT, TYP.

PCP-1 PREFABRICATED

PANEL WITH, PROTECTIVE

POLY RESIN COATING, AND

TEXTURED SAND FINISH,

TYP.

PTD DOOR; REFER TO

SCHEDULECONC

KNEE WALL

SHADE CANOPY

COURTYARD

B.O. ROOF

223.365 m

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

CCDDEE

75mm THICK ROOF WITH 250 mm OVERHANG

PANEL JOINT, TYP.

PCP-1 PREFABRICATED

PANEL WITH, PROTECTIVE

POLY RESIN COATING, AND

TEXTURED SAND FINISH,

TYP.

PTD DOOR; REFER TO

SCHEDULE

EXISTING RETAINING

WALL

SCREEN FENCE;

REFER TO A501

COURTYARD

SHADE CANOPY

AS NOTED

PLAN NORTH

TRUE

NORTH

POLICE FACILITIES

NEW DELHI, INDIA

United States Department of State Office of Overseas Buildings Operations Washington, DC

ARCHITECT / SITE DESIGN

WEISS / MANFREDI

200 Hudson Street 10th floor New York, NY 10013

KCCT

1120 Connecticut Avenue NW, Suite 1250 Washington, DC 20036

NEW DELHI ARCHITECT

ROOPAK KOTHARI & ASSOCIATES

NEW DELHI, INDIA, 110003

011-2625-7720, 011-2625-3600

CLASSIFICATION

NOT FOR

CONSTRUCTION

SHEET NUMBER

A

321 1110987654 16151412 13 17

18 19

321 1110987654 16151412 13 17 18

B

C

D

E

F

G

H

I

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K

L

M

N

O

P

A

B

C

D

E

F

G

H

I

J

K

L

M

N

O

P

DRAWING TITLE

CONTRACT NUMBER

CADD FILE NAME

DRAWING SCALE

19AQMMA18R0010

CADD PLOT SCALE

1:1

DRAWN BY

DATE

CHECKED BY

AE PROJECT NUMBER

ISSUED FOR BID PROPOSAL

WARNING: THIS DOCUMENT IS THE PROPERTY OF THE U.S.

GOVERNMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION OUTSIDE THE CONTRACTOR TEAM IS

PROHIBITED WITHOUT THE EXPRESS WRITTEN APPROVAL OF:

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

ATTN: DAVID VIVIAN

U.S. DEPARTMENT OF STATE

WASHINGTON, DC 20520

INFORMATION ON THIS DOCUMENT IS NOT TO BE ALTERED

EXCEPT WITH THE WRITTEN APPROVAL OF THE INDIVIDUAL

WHOSE SEAL APPEARS HEREON.

POL.F

UNCLASSIFIED

ASSOCIATE ARCHITECT

ALL DIMENSIONS WITH A DECIMAL ARE IN METERS (m) AND ALL DIMENSIONS WITHOUT A DECIMAL ARE IN MILLIMETERS (mm) UNLESS

NOTED OTHERWISE.

2020-09-24

OBO/PDCS/PDC OBO/PDCS/PDC

REVISIONS

REV NO.

EXTERIOR ELEVATIONS

_A201

EB

SM

A201

A201 | A201 1 : 1001 EAST ELEVATION AT PSO

A201 | A201 1 : 1002 EAST ELEVATION AT LOCAL POLICE

A201 | A201 1 : 1009 COURTYARD ELEVATION - SOUTH

A201 | A201 1 : 1007 SOUTH ELEVATION

A201 | A201 1 : 1004 WEST ELEVATION

GENERAL - NOTES

1. ROOFS AND CANOPY TO BE 75mm / 20kg / D THICK SANDWICHED PANEL OF EPS (INSULATED MATERIAL) FINISH WITH GI SHEETS (0.63mm (24G)THICK). THE

LOWER PORTION OF THE PANELS FORMS THE CEILING OF THE CABIN.

2. EXISTING SITE GRADING TO REMAIN. REFER TO CIVIL DRAWINGS

A201 | A201 1 : 1005 NORTH ELEVATION AT TEA ROOM

A201 | A201 1 : 1008 COURTYARD ELEVATION - EAST

A201 | A201 1 : 1003 COURTYARD ELEVATION - NORTH

A201 | A201 1 : 1006 NORTH ELEVATION AT PSO

DESCRIPTION DATE

2021-03-252021-03-26

CIVIL / GEOTECHNICAL

Langan

B.O. ROOF

223.365 m

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

22334466 55

A301

A301

LOCAL POLICE

TEA LOUNGE

AREA

TOILET ROOM

A301

A301

B.O. ROOF

223.365 m

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

22334466 55

A301

A301

TOILET ROOM

B.O. ROOF

223.365 m

AA BB

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

CC DD EE

A301

A301

PSO

LOCAL POLICE

B.O. ROOF

223.365 m

AA BB

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

CC DD EE

A301

A301

2%

B.O. ROOF

223.365 m

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

- 8

M M

V A

R

IE

S

OPERABLE AWNING WINDOW WITH SCREEN, TYP.

B.O. WINDOW TO BE 2000 MM ABOVE FINISH FLOOR, TYP

78 MM PCP-1 INSULATED

PREFABRICATED PANEL WITH,

PROTECTIVE POLY RESIN COATING,

AND TEXTURED SAND FINISH, TYP.

75 MM INSULATED SANDWICHED SYSTEM ROOF PANELS

15 MM MARINE GRADE PLYWOOD ON

GALVANIZED MS HOLLOW RECTANGULAR

TUBE GRIDDED FRAMEWORK

TYP.

GALVANIZED ISMB/ISMC STEEL SUPPORT

POST; SIZE AND SPACING TO BE

ENGINEERED BY PREFAB DESIGNER

METAL MESH SCREEN TO BE INSTALLED

FROM UNDERIDE OF PORTA CABIN TO

MIN 300 MM BELOW FINISH GRADE

STEEL SUPPORT POST FOOTING TO BE

ENGINEERED BY PREFAB DESIGNER

T Y

P

TYP

B.O. ROOF

223.365 m

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

OPERABLE AWNING WINDOW WITH SCREEN, TYP.

B.O. WINDOW TO BE 2000 MM ABOVE FINISH FLOOR, TYP

78 MM PCP-1 INSULATED

PREFABRICATED PANEL WITH,

PROTECTIVE POLY RESIN COATING,

AND TEXTURED SAND FINISH, TYP.

75 MM INSULATED SANDWICHED SYSTEM ROOF PANELS

15 MM MARINE GRADE PLYWOOD ON MABUF

STANDARD 50 X 50 GALVANIZED MS HOLLOW

RECTANGULAR TUBE GRIDDED FRAMEWORK

GALVANIZED ISMB/ISMC STEEL SUPPORT AT

PORTA CABIN. SIZE AND SPACING TO BE

ENGINEERED BY PREFAB DESIGNER

FOOTING TO BE ENGINEERED BY PREFAB

DESIGNER

ROOF CANOPY, 75 MM INSULATED SANDWICHED SYSTEM

GALVANIZED ISMB/ISMC STEEL SUPPORT AT

COURTYARD. SIZE AND SPACING TO BE

ENGINEERED BY PREFAB DESIGNER

25 MM X 150 MM COMPOSITE DECKING BOARD

ON GALVANIZED MS HOLLOW RECTANGULAR

TUBE FRAME GRIDDED FRAMEWORK

MS STEEL HOLLOW RECTANGULAR TUBE

FRAME OR MS STEEL PIPE ROOF

CANOPY STRUCTURE INTEGRAL WITH

PORTACABINS TO BE ENGINEERED BY

PREFAB DESIGNER

GUARD RAIL

PTD EXTERIOR DOOR; REFER TO SCHEDULE

AS NOTED

PLAN NORTH

TRUE

NORTH

POLICE FACILITIES

NEW DELHI, INDIA

United States Department of State Office of Overseas Buildings Operations Washington, DC

ARCHITECT / SITE DESIGN

WEISS / MANFREDI

200 Hudson Street 10th floor New York, NY 10013

KCCT

1120 Connecticut Avenue NW, Suite 1250 Washington, DC 20036

NEW DELHI ARCHITECT

ROOPAK KOTHARI & ASSOCIATES

NEW DELHI, INDIA, 110003

011-2625-7720, 011-2625-3600

CLASSIFICATION

NOT FOR

CONSTRUCTION

SHEET NUMBER

A

321 1110987654 16151412 13 17

18 19

321 1110987654 16151412 13 17 18

B

C

D

E

F

G

H

I

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M

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DRAWING TITLE

CONTRACT NUMBER

CADD FILE NAME

DRAWING SCALE

19AQMMA18R0010

CADD PLOT SCALE

1:1

DRAWN BY

DATE

CHECKED BY

AE PROJECT NUMBER

ISSUED FOR BID PROPOSAL

WARNING: THIS DOCUMENT IS THE PROPERTY OF THE U.S.

GOVERNMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION OUTSIDE THE CONTRACTOR TEAM IS

PROHIBITED WITHOUT THE EXPRESS WRITTEN APPROVAL OF:

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

ATTN: DAVID VIVIAN

U.S. DEPARTMENT OF STATE

WASHINGTON, DC 20520

INFORMATION ON THIS DOCUMENT IS NOT TO BE ALTERED

EXCEPT WITH THE WRITTEN APPROVAL OF THE INDIVIDUAL

WHOSE SEAL APPEARS HEREON.

POL.F

UNCLASSIFIED

ASSOCIATE ARCHITECT

ALL DIMENSIONS WITH A DECIMAL ARE IN METERS (m) AND ALL DIMENSIONS WITHOUT A DECIMAL ARE IN MILLIMETERS (mm) UNLESS

NOTED OTHERWISE.

2020-09-24

OBO/PDCS/PDC OBO/PDCS/PDC

REVISIONS

REV NO.

SECTIONS

_A301

EB

SM

A301

A301 | A301 1 : 1001 LONGITUDINAL SECTION - 01

A301 | A301 1 : 1003 LONGITUDINAL SECTION - 02

A301 | A301 1 : 1004 TRANSVERSE SECTION - AT LOCAL POLICE AND PSO

A301 | A301 1 : 1002 TRANSVERSE SECTION AT COURTYARD

A301 | A301 1 : 255 WALL SECTION AT PORTACABIN

A301 | A301 1 : 256 WALL SECTION AT COURTYARD

SECURITY POLICE BOOTH BY OTHERS

PANEL FENCE

CONC KNEE WALL

PORTACABIN STRUCTURE

SHADE CANOPY

SECURITY POLICE BOOTH BY OTHERS

PANEL FENCE

CONC KNEE WALL

PORTACABIN STRUCTURE

SHADE CANOPY

SECURITY POLICE BOOTH

BY OTHERS

PANEL FENCE

CONC KNEE WALL

PANEL FENCE

CONC KNEE WALL

PORTACABIN STRUCTURE

SHADE CANOPY

EXISTING RETAINING WALL

SECURITY POLICE BOOTH BY OTHERS

(BEYOND)

CONC KNEE WALL

EXISTING

COMPOUND WALL

PANEL FENCE

CONC KNEE WALL

PORTACABIN STRUCTURE

SHADE CANOPY BEYOND

CONC KNEE WALL

EXISTING

COMPOUND WALL

DESCRIPTION DATE

2021-03-252021-03-26

CIVIL / GEOTECHNICAL

Langan

A501

AA

BB

CC DD EE

A301

A301

A301

A301

SECURITY POLICE

STRUCTURE

SECURITY POLICE

STRUCTURE

SECURITY POLICE

STRUCTURE

SECURITY POLICE

STRUCTURE

PORTACABIN

STRUCTURE

PORTACABIN STRUCTURE

PORTACABIN STRUCTURE

ROOF CANOPY

T Y

P

1146954

TYP

TYP

3600 66

2280 23201850 1850

89589

895 955

1224 1386

.6

2°

CONC KNEE WALL, TYP.

FENCE PANEL, TYP.

GFRC PANEL AT

SECURITY POLICE

STRUCTURE, TYP.

A501

A501

A501

A501

TYP

CONC KNEE

WALL

AA BB

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

CC

SP

FLEX SHEET FENCE

PANEL, TYP

STRAIGHT CURVED STRAIGHT CURVED STRAIGHT

TYP

GFRC PANEL AT SP

CONC KNEE WALL

T Y

P

TYP

TYP

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

EE

STRAIGHT CURVED STRAIGHT CURVED

TYP

FLEX SHEET FENCE

PANEL, TYP

CONC KNEE WALL

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

334466 55

A301

FLEX SHEET FENCE

PANEL, TYP

CONC KNEE WALL

GFRC PANEL AT SP

SP

STRAIGHT

A501

A501

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

FLEX SHEET FENCE

PANEL, TYP

CONC KNEE WALL

GFRC PANEL AT SP

SP

CURVEDSTRAIGHTCURVED

AABB

LEVEL 1

220.665 m

T.O. SCREEN WALL

222.665 m

A301

A301

STRAIGHTCURVEDSTRAIGHT

TYP.

FLEX SHEET FENCE

PANEL, TYP

CONC KNEE WALL

GFRC PANEL AT SP

SP

CONC KNEEWALL, ELASTOMERIC

COATING BOTH SIDES AND TOP,

COLOR TO BE CHARCOAL GRAY

50X100 GALVANIZED

STL ANGLE

CAST GFRC PANEL AT SP,

REFER TO ELEVATION

50X76 GALVANIZED

HSS POST

50X76 GALVANIZED

HSS RAIL, WELD

AND GRIND SMOOTH

T.O. KNEE WALL

220.665

A501

CONC KNEEWALL, ELASTOMERIC

COATING BOTH SIDES AND TOP, COLOR

TO BE CHARCOAL GRAY

GREEN FLEX SHEET;

REFER TO ELEVATION

MANUF STANDARD

FENCE SUBFRAME;

COLOR TO MATCH

KNEE WALL

GFRC PANELFENCE

50X75 MM GALVANIZED HSS POST

GALVANIZED STEEL BASE PLATE

GFRC PANEL

CONC KNEE WALL

FLEX SHEET FENCE

MANUF STANDARD

FENCE SUBFRAME

AS NOTED

POLICE FACILITIES

NEW DELHI, INDIA

United States Department of State Office of Overseas Buildings Operations Washington, DC

ARCHITECT / SITE DESIGN

WEISS / MANFREDI

200 Hudson Street 10th floor New York, NY 10013

KCCT

1120 Connecticut Avenue NW, Suite 1250 Washington, DC 20036

NEW DELHI ARCHITECT

ROOPAK KOTHARI & ASSOCIATES

NEW DELHI, INDIA, 110003

011-2625-7720, 011-2625-3600

CLASSIFICATION

NOT FOR

CONSTRUCTION

SHEET NUMBER

A

321 1110987654 16151412 13 17

18 19

321 1110987654 16151412 13 17 18

B

C

D

E

F

G

H

I

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K

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M

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A

B

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M

N

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DRAWING TITLE

CONTRACT NUMBER

CADD FILE NAME

DRAWING SCALE

19AQMMA18R0010

CADD PLOT SCALE

1:1

DRAWN BY

DATE

CHECKED BY

AE PROJECT NUMBER

ISSUED FOR BID PROPOSAL

WARNING: THIS DOCUMENT IS THE PROPERTY OF THE U.S.

GOVERNMENT. FURTHER REPRODUCTION AND/OR

DISTRIBUTION OUTSIDE THE CONTRACTOR TEAM IS

PROHIBITED WITHOUT THE EXPRESS WRITTEN APPROVAL OF:

OFFICE OF OVERSEAS BUILDINGS OPERATIONS

ATTN: DAVID VIVIAN

U.S. DEPARTMENT OF STATE

WASHINGTON, DC 20520

INFORMATION ON THIS DOCUMENT IS NOT TO BE ALTERED

EXCEPT WITH THE WRITTEN APPROVAL OF THE INDIVIDUAL

WHOSE SEAL APPEARS HEREON.

POL.F

UNCLASSIFIED

ASSOCIATE ARCHITECT

ALL DIMENSIONS WITH A DECIMAL ARE IN METERS (m) AND ALL DIMENSIONS WITHOUT A DECIMAL ARE IN MILLIMETERS (mm) UNLESS

NOTED OTHERWISE.

2020-09-24

OBO/PDCS/PDC OBO/PDCS/PDC

REVISIONS

REV NO.

SCREEN FENCE

ELEVATIONS & DETAILS

_A501

Author

Checker

A501

A501 | A501 1 : 1001 SCREEN FENCE PLAN

A501 | A501 1 : 1002 SCREEN FENCE ELEVATION - SOUTH 1

A501 | A501 1 : 1003 SCREEN FENCE ELEVATION - SOUTH 2

A501 | A501 1 : 1005 SCREEN FENCE ELEVATION - EAST

A501 | A501 1 : 1004 SCREEN FENCE ELEVATION - NORTHEAST

A501 | A501 1 : 1006 SCREEN FENCE ELEVATION - NORTH

NOTES

1. STEEL HSS AND ANGLE SIZING TO BE VERIFIED BY DELEGATED DESIGNER.

2. CAST GFRC PANEL TO FINISHED TO MATCH PANEL FENCE, COLOR

SELECTED BY ARCHITECT.

3. ALL GALVANIZED STEEL TO BE FINISHED WITH HIGH PERFORMANCE

COATING (HPC) WITH COLOR TO MATCH KNEE WALL.

4. FENCE PANEL SUPPORT BY PANEL MANUFACTURER.

5. ELEVATION OF GRADE VARIES ACROSS THE SITE. TOP OF KNEE WALL

ESTABLISHED AT ELEV 220.665. TOP OF FENCE ELEVATION TO BE

CONSISTENT ACROSS THE SITE AT 222.665.

6. CAST GFRC SCREEN TO BE COORDINATED WITH CIP KNEE WALL

REINFORCEMENT AND FOOTINGS.

7. ELASTOMERIC COATING TO BE STO COLOR LASTIC SAND SINGLE

COMPONENT TEXTURED ACRYLIC BASED COATING. REFER TO SHEET G100.

A501 | A501 1 : 108 SECTION DETAIL AT SP GFRC PANEL

A501 | A501 1 : 107 SECTION DETAIL AT FLEX SHEET FENCE

DESCRIPTION DATE

A501 | A501 1 : 59 PLAN DETAIL AT GFRC PANEL POST

2021-03-252021-03-26

2021-03-25AL

2021-03-25KOC

CIVIL / GEOTECHNICAL

Langan