Amendment No. 3 Attachment No. 1 BOD TUBAS 18042023.pdf

BOOK OF DETAILS

USAID

WEST BANK-GAZA A&E SERVICE PROGRAM

ISSUED FOR TENDER ,APRIL 2023

EXPANSION OF TUBAS YOUTH

DEVELOPMENT RESOURCES CENTER

IN ASSOCIATION WITH

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GENERAL DETAILS (1)

GENERAL DETAILS (2)

GENERAL DETAILS (3)

GENERAL DETAILS (4)

CONSTRUCTION DETAILS (1)

CONSTRUCTION DETAILS (2)

CONSTRUCTION DETAILS (3)

CONSTRUCTION DETAILS (4)

CONSTRUCTION DETAILS (5)

CONSTRUCTION DETAILS (6)

CONSTRUCTION DETAILS (7)

TOILETS DETAILS (1)

TOILETS DETAILS (2)

TOILETS DETAILS (3)

CARPENTRY WORKS DETAILS (1)

CARPENTRY WORKS DETAILS (2)

CARPENTRY WORKS DETAILS (3)

METAL WORKS DETAILS (1)

METAL WORKS DETAILS (2)

METAL WORKS DETAILS (3)

METAL WORKS DETAILS (4)

METAL WORKS DETAILS (5)

DOORS DETAILS (1)

DOORS DETAILS (2)

DOORS DETAILS (3)

DOORS DETAILS (4)

ALUMINUM WINDOW DETAILS (1)

FALSE CEILING DETAILS (1)

GYPSUM BOARD DETAILS (1)

TEMPERED GLASS PARTITIONS DETAILS (1)

NON-STRUCTURAL ELEMENTS DETAILS (1)

FALSE CEILING DETAILS (1)

FALSE CEILING DETAILS (1)

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NON-STRUCTURAL ELEMENTS DETAILS (2)

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NON-STRUCTURAL ELEMENTS DETAILS (3)

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NON-STRUCTURAL ELEMENTS DETAILS (4)

Sheet Sheet Name#

ARCHITECTURAL BOOK OF DETAILS DRAWINGS

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NON-STRUCTURAL ELEMENTS DETAILS (5)

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NON-STRUCTURAL ELEMENTS DETAILS (6)

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NON-STRUCTURAL ELEMENTS DETAILS (7)

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EXTERNAL DETAILS (1)

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EXTERNAL DETAILS (2)

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EXTERNAL DETAILS (3)

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EXTERNAL DETAILS (4)

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EXTERNAL DETAILS (5)

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LIST OF DRAWINGS

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LIST OF DRAWINGS

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CURTAIN WALL DETAILS (1)

Project No.:

Project Title:

Drawing Title:

Funded by

NOTES

22- DETAILS SIGN

21- ASPHALT

19- ROOM NUMBER

20- DETAILS REFERENCE

18- DOOR LABEL

17- WINDOW LABEL

14- LEVEL SYMBOL

(SECTION - ELEVATION)

16- CONCRETE FLOOR LEVEL

15- FINISH FLOOR LEVEL

13- LEVEL SYMBOL

(PLAN)

12- INSULATION

10- CERAMIC TILES

11- DAMP PROOF

9- SIDEWALK CONCRETE

7- TERRAZZO FLOOR

TILES 30x30x3cm

POLYSEED 2cm

8- CEILING PLASTERING +

6- COMPACTED FILL OR

NATURAL GROUND

5- SAND

4- BASE COURSE

3- CONCRETE BLOCK

1- REINFORCED CONCRETE

2- CONCRETE

23- BUILDING

24- AGRICULTURAL SOIL

DESCRIPTION

DATENO.

Revision

Designed By:

Drawn By :

Checked By:

Date:

Scale :

APRIL 2 0 2 3

0.00 = 348.25

24- ALL DIMINSIONS IN CM

AECOM & FO.TEAM

WEST BANK-GAZA A&E SERVICE PROGRAM

Designed and Managed by

EXPANSION OF TUBAS YOUTH

DEVELOPMENT RESOURCES CENTER

Subcontractor designer

Drawing No.

Ramallah, West Bank

AECOM & FO.TEAM

AECOM

ISSUED FOR TENDER APRIL.20230

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CONSTRUCTION DETAILS (8)

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METAL WORKS DETAILS (6)

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ROOM DETAILS (1)

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ROOM DETAILS (2)

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ROOM DETAILS (3)

Sheet Sheet Name#

ARCHITECTURAL BOOK OF DETAILS DRAWINGS

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SCUPPER DETAILS

EXTERNAL DETAILS (6)

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CONSTRUCTION DETAILS (1)

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GENERAL DETAILS (1)

1.

FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL

WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY

UL CLASSIFIED CONCRETE BLOCKS*. OPENING SHALL BE 2 IN. (51 MM) TO 4 IN. (102 MM) GREATER

THAN LENGTH AND WIDTH DIMENSIONS OF BUSWAY (ITEM 2).

SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF

MANUFACTURERS.

2. BUSWAY+ - MAX 19 IN. (483 MM) WIDE BY MAX 6 IN. (152 MM) DEEP "I" SHAPED ALUMINUM

ENCLOSURE CONTAINING FACTORY MOUNTED COPPER BARS RATED FOR 600 V, 5000 A OR MAX 26 IN.

(660 MM) WIDE BY MAX 6 IN. (152 MM) DEEP "I" SHAPED ALUMINUM ENCLOSURE CONTAINING

FACTORY-MOUNTED ALUMINUM BARS RATED FOR 600 V, 4000 A. ONE BUSWAY TO BE INSTALLED

WITHIN THE OPENING. THE ANNULAR SPACE BETWEEN THE BUSWAY AND THE PERIPHERY OF THE

OPENING SHALL BE MIN 1 IN. (25 MM) TO MAX 2 IN. (51 MM). BUSWAY TO BE RIGIDLY SUPPORTED

ON BOTH SIDES OF FLOOR AND WALL ASSEMBLY. THE BUSWAY SHALL BEAR THE UL LISTING MARK

AND SHALL BE INSTALLED IN ACCORDANCE WITH ALL PROVISIONS OF THE NATIONAL ELECTRICAL CODE, NFPA 70. AFTER INSTALLATION OF THE FIRESTOP SYSTEM (ITEM 3), A MIN 3/32 IN. (2.4 MM) THICK

STEEL COVER PLATE PROVIDED BY BUSWAY MANUFACTURER SHALL BE INSTALLED ON TOP SURFACE OF

FLOOR AND BOTH SURFACES OF WALL ASSEMBLY. STEEL COVER PLATE SECURED IN PLACE BY MEANS

OF 1/4 IN. (6 MM) DIAM BY 1-3/4 IN. (44 MM) LONG CONCRETE ANCHORS IN ACCORDANCE WITH

BUSWAY MANUFACTURER'S INSTALLATION INSTRUCTIONS. STEEL COVER PLATE IS OPTIONAL WHEN MIN 4

IN. (102 MM) THICKNESS OF PACKING MATERIAL (ITEM 3A) IS USED.

3. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:

A. PACKING MATERIAL - MIN 1-1/2 IN. (38 MM) THICKNESS OF MIN 4 PCF (64 KG/M3) MINERAL

WOOLBATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO

BE RECESSED FROM TOP SURFACE OF FLOOR AND FROM BOTH SURFACES OF WALL AS REQUIRED TO

ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.

B. FILL, VOID OR CAVITY MATERIAL* - CAULK - MIN 1/2 IN. (13 MM) THICKNESS OF FILL MATERIAL

APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR AND BOTH SURFACES OF WALL.

Scale 1:10

FLOOR/WALL BUSSBARS PENETRATION

PLAN

SECTION

4B

4B 1

4A 2

1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT

(100-150 PCF) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE

BLOCKS*. MAX DIAM OF OPENING IS 14 IN.

SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF

MANUFACTURERS.

2. METALLIC SLEEVE - (OPTIONAL) - NOM 14 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER)

STEEL PIPE CAST OR GROUTED INTO FLOOR OR WALL ASSEMBLY, FLUSH WITH FLOOR OR WALL

SURFACES.

3. THROUGH PENETRANTS - ONE METALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED EITHER

CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN

THE PIPE, CONDUIT OR TUBING AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN. (POIINT

CONTACT) TO MAX 2 IN. PIPE, CONDUIT OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF

FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF METALLIC PIPES, CONDUITS OR

TUBING MAY BE USED:

A. STEEL PIPE - NOM 12 IN. DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.

B. IRON PIPE - NOM 12 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.

C. CONDUIT - NOM 6 IN. DIAM (OR SMALLER) RIGID STEEL CONDUIT, NOM 4 IN. DIAM (OR SMALLER)

ELECTRICAL METALLIC TUBING OR NOM1 IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONDUIT.

D. COPPER TUBING - NOM 6 IN. DIAM (OR SMALLER) TYPE M (OR HEAVIER) COPPER TUBING.

E. COPPER PIPE - NOM 6 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.

4. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:

A. PACKING MATERIAL - MIN 4 IN. THICKNESS OF 4 PCF MINERAL WOOL BATT INSULATION COMPRESSED

AND FIRMLY PACKED INTO OPENING AS PERMANENT FORM. PACKING MATERIAL TO BE FLUSH WITH TOP

SURFACE OF FLOOR OR BOTH SURFACES OF WALL.

B. FILL, VOID OR CAVITY MATERIAL* - SPRAY - MIN 1/8 IN. WET THICKNESS OF FILL MATERIAL

SPRAYED OR BRUSHED INTO ANNULAR SPACE ON TOP SURFACE OF FLOOR OR BOTH SURFACES OF

WALL TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP A MIN OF 1/2 IN. ONTO PENETRANT

AND PERIPHERY OF OPENING ON TOP OF FLOOR OR BOTH SURFACES OF WALL.

Scale 1:10

FLOOR/WALL METAL PIPE PENETRATION

SECTION

PLAN

1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL

WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY

UL CLASSIFIED CONCRETE BLOCKS*. SEE TABLE UNDER ITEM 3B FOR MAX DIAM OF OPENING.

SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF

MANUFACTURERS.

2. STEEL SLEEVE - (OPTIONAL) - NOM SLEEVE DIAM NOT TO EXCEED MAX OPENING SIZE SPECIFIED

UNDER TABLE IN ITEM 3B. SLEEVE SHALL BE SCHEDULE 10 (OR HEAVIER) STEEL PIPE OR MIN NO. 26

GA (0.022 IN. OR 0.56 MM THICK) SHEET STEEL SLEEVE WITH SQUARE ANCHOR FLANGE SPOT WELDED

TO THE SLEEVE AT APPROX MID-HEIGHT. STEEL SLEEVE CAST OR GROUTED INTO FLOOR OR WALL

ASSEMBLY, FLUSH WITH FLOOR OR WALL SURFACES.

3. THROUGH-PENETRANTS - ONE NONMETALLIC PIPE OR CONDUIT INSTALLED WITHIN THE FIRESTOP

SYSTEM. SEE TABLE UNDER ITEM 3B FOR ANNULAR SPACE REQUIRED IN THE FIRESTOP SYSTEM. PIPE

TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES

AND SIZES OF NONMETALLIC PIPES MAY BE USED:

A. POLYVINYL CHLORIDE (PVC ) PIPE - NOM 4 IN. (102 MM) DIAM (OR SMALLER) SCHEDULE 40

CELLULAR OR SOLID CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.

B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 4 IN. (102 MM) DIAM (OR SMALLER) SDR

13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS.

C. RIGID NONMETALLIC (RNC) CONDUIT - NOM 4 IN. (102 MM) DIAM (OR SMALLER) SCHEDULE 40 PVC

CONDUIT INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NFPA NO. 70).

D. ELECTRICAL NONMETALLIC CONDUIT+ - NOM 4 IN. (102 MM) DIAM (OR SMALLER) PVC TUBING

INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NFPA NO. 70).

4. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:

A. FILL, VOID OR CAVITY MATERIAL* - WRAP STRIP - SEE TABLE UNDER ITEM 3B FOR MIN SIZE OF

INTUMESCENT WRAP STRIP. THE WRAP STRIP IS CONTINUOUSLY WRAPPED AROUND THE OUTER

CIRCUMFERENCE OF THE PIPE ONCE AND SLID INTO THE ANNULAR SPACE AND HELD IN PLACE WITH

A LAYER OF ALUMINUM FOIL TAPE. THE BOTTOM EDGE OF THE WRAP STRIP SHALL BE RECESSED MAX

1/2 IN. (13 MM) FROM THE BOTTOM SURFACE OF THE CONCRETE FLOOR. IN WALLS, THE WRAP STRIP

SHALL BE INSTALLED ON BOTH SIDES OF THE WALL SUCH THAT THE EXPOSED EDGE OF THE WRAP

STRIP IS RECESSED 1/4 IN. (6 MM) FROM EACH SIDE OF THE WALL.

SPECIFIED TECHNOLOGIES INC - SPECSEAL SSW125, SSW250, OR SSW375 WRAP STRIP

B. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 1/4 IN. (6 MM) THICKNESS OF FILL MATERIAL

APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR WITH BOTH SURFACES OF

WALL.

SECTION

PLAN

Scale 1:10

FLOOR/WALL 2" PIPE PENETRATION

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Project No.:

Project Title:

Drawing Title:

Funded by

NOTES

22- DETAILS SIGN

21- ASPHALT

19- ROOM NUMBER

20- DETAILS REFERENCE

18- DOOR LABEL

17- WINDOW LABEL

14- LEVEL SYMBOL

(SECTION - ELEVATION)

16- CONCRETE FLOOR LEVEL

15- FINISH FLOOR LEVEL

13- LEVEL SYMBOL

(PLAN)

12- INSULATION

10- CERAMIC TILES

11- DAMP PROOF

9- SIDEWALK CONCRETE

7- TERRAZZO FLOOR

TILES 30x30x3cm

POLYSEED 2cm

8- CEILING PLASTERING +

6- COMPACTED FILL OR

NATURAL GROUND

5- SAND

4- BASE COURSE

3- CONCRETE BLOCK

1- REINFORCED CONCRETE

2- CONCRETE

23- BUILDING

24- AGRICULTURAL SOIL

DESCRIPTION

DATENO.

Revision

Designed By:

Drawn By :

Checked By:

Date:

Scale :

APRIL 2 0 2 3

0.00 = 348.25

24- ALL DIMINSIONS IN CM

AECOM & FO.TEAM

WEST BANK-GAZA A&E SERVICE PROGRAM

Designed and Managed by

EXPANSION OF TUBAS YOUTH

DEVELOPMENT RESOURCES CENTER

Subcontractor designer

Drawing No.

Ramallah, West Bank

AECOM & FO.TEAM

AECOM

ISSUED FOR TENDER APRIL.20230

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GENERAL DETAILS (2)

1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL

WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE FLOOR OR MIN 5 IN. (127 MM) THICK

REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600-2400 KG/M3) CONCRETE WALL.

WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. FLOOR MAY ALSO BE

CONSTRUCTED OF ANY 6 IN. (152 MM) THICK UL CLASSIFIED HOLLOW CORE PRECAST CONCRETE UNITS.

MAX DIAM OF OPENING IS 5 IN. (127 MM).

SEE CONCRETE BLOCKS (CAZT) AND PRECAST CONCRETE UNITS* (CFTV) CATEGORIES IN THE FIRE

RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS.

2. STEEL SLEEVE - (OPTIONAL) NOM 5 IN. (127 MM) DIAM (OR SMALLER) SCHEDULE 40 (OR HEAVIER)

STEEL PIPE OR NOM 5 IN. (127 MM) DIAM (OR SMALLER) NO. 26 GA (0.022 IN. OR 0.56 MM THICK)

SHEET METAL SLEEVE WITH SQUARE FLANGE SPOT WELDED TO THE SLEEVE AT APPROX MID-HEIGHT

AND SIZED TO BE A MIN OF 2 IN. LARGER THAN THE SLEEVE DIAM CAST OR GROUTED INTO FLOOR OR

WALL ASSEMBLY, FLUSH WITH BOTH SURFACES OF FLOOR OR WALL.

3. THROUGH PENETRANTS - ONE NONMETALLIC PIPE TO BE INSTALLED EITHER CONCENTRICALLY OR

ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF

OPENING SHALL BE MIN 0 IN. (0 MM, POINT CONTACT) TO MAX 1-1/2 IN. (38 MM). PIPE TO BE

RIGIDLY SUPPORTED ON BOTH SIDES OF FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES

OF NONMETALLIC PIPES MAY BE USED:

A. POLYVINYL CHLORIDE (PVC) PIPE - NOM. 3 IN. (76 MM) DIAM (OR SMALLER) SCHEDULE 40

SOLID-CORE OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING

SYSTEM.

B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 3 IN. (76 MM) DIAM (OR SMALLER) SDR17

CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS.

C. RIGID NONMETALLIC CONDUIT+ - NOM 3 IN. (76 MM) DIAM (OR SMALLER) SCHEDULE 40 PVC

CONDUIT INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NFPA 70).

D. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 3 IN. (76 MM) DIAM (OR SMALLER)

FLOWGUARD GOLD SDR11 CPVC FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS.

E. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 3 IN. (76 MM) DIAM (OR SMALLER)

BLAZEMASTER SDR13.5 CPVC FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS.

F. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 3 IN. (76 MM) DIAM (OR SMALLER) SDR11

CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS.

IPEX INC - AQUARISE

4. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:

A. PACKING MATERIAL - MIN 4 IN. (102 MM) THICKNESS OF MIN 4 PCF (64 KG/M3) MINERAL WOOL

BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE

RECESSED FROM TOP SURFACE OF FLOOR OR BOTH SURFACES OF WALL TO ACCOMMODATE THE

REQUIRED THICKNESS OF FILL MATERIAL. WHEN PRECAST CONCRETE UNITS ARE USED, PACKING

MATERIAL

AND TO BE INSTALLED FLUSH WITH BOTTOM SURFACE OF FLOOR.

B. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 1/2 IN. (13 MM) THICKNESS OF FILL MATERIAL

APPLIED WITHIN THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR BOTH SURFACES OF WALL

ASSEMBLY. ADDITIONALLY, NOM 1/4 IN. (6 MM) BEAD OF FILL MATERIAL APPLIED BETWEEN CONCRETE

AND PENETRANT INTERFACE.

SECTION

Scale 1:10

FLOOR/WALL 3" PIPE PENETRATION

1. FLOOR OR WALL ASSEMBLY - MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150

PCF OR 1600-2400 KG/M3) CONCRETE FLOOR OR MIN 5 IN. (127 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL

WEIGHT CONCRETE WALL. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF

OPENING IS 10 IN. (254 MM)

SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF

MANUFACTURERS.

2. THROUGH PENETRANTS - ONE NONMETALLIC PIPE TO BE CENTERED WITHIN THE FIRESTOP SYSTEM. A NOM ANNULAR

SPACE OF 1/8 IN. (3 MM) TO 11/16 IN.(17 MM) IS REQUIRED WITHIN THE FIRESTOP SYSTEM (SEE ITEM 4). PIPE TO BE

RIGIDLY SUPPORTED ON BOTH SIDES OF THE FLOOR OR WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF

NONMETALLIC PIPES MAY BE USED:

A. POLYVINYL CHLORIDE (PVC) PIPE - NOM 8 IN. (203 MM) DIAM (OR SMALLER) SCHEDULE 40 PVC PIPE FOR USE IN

CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE, OR VENT) PIPING SYSTEMS.

B. FLAME RETARDANT POLYPROPYLENE (FRPP) PIPE - NOM 8 IN. (203 MM) DIAM (OR SMALLER) SCHEDULE 40 FRPP PIPE

FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS.

C. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 8 IN. (203 MM) DIAM (OR SMALLER) SDR 13.5 CPVC PIPE FOR

USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS.

D. RIGID NONMETALLIC CONDUIT+ - NOM 6 IN. (152 MM) DIAM (OR SMALLER) SCHEDULE 40 PVC CONDUIT INSTALLED IN

ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NFPA NO. 70).

3. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:

A. PACKING MATERIAL - MIN 4 IN. (102 MM) THICKNESS OF 4 PCF (64 KG/M3) MINERAL WOOL FIRMLY PACKED INTO

OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR BOTH

SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.

B. FILL, VOID OR CAVITY MATERIAL* - SEALANT - MIN 1/2 IN. (13 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN

THE ANNULUS, FLUSH WITH TOP SURFACE OF FLOOR OR BOTH SURFACES OF WALL.

C. ALUMINUM FOIL TAPE - (NOT SHOWN) - NOM 3 MIL (0.08 MM) THICK PRESSURE SENSITIVE ALUMINUM FOIL TAPE

WRAPPED AROUND THE OUTER CIRCUMFERENCE OF THE THROUGH PENETRANT WITH A 1 IN. (25 MM) WIDE OVERLAP

ALONG ITS PERIMETER JOINT. FOIL TAPE SHALL ABUT AGAINST THE BOTTOM SURFACE OF THE CONCRETE FLOOR OR BOTH

SURFACES OF THE WALL AND EXTEND A MIN 5 IN. (127 MM) BELOW THE BOTTOM SURFACE OF THE CONCRETE FLOOR

OR BOTH SURFACES OF THE WALL.

D. FILL, VOID OR CAVITY MATERIAL* - WRAP STRIP - NOM 1/8 IN. (3.2 MM) OR 3/16 IN. (4.8 MM) THICK INTUMESCENT

MATERIAL FACED ON BOTH SIDES WITH A PLASTIC FILM, SUPPLIED IN 2 IN. (51 MM) WIDE STRIPS. IN FLOOR

ASSEMBLIES, TWO STACKS OF WRAP STRIPS ARE INDIVIDUALLY WRAPPED AROUND THE THROUGH PENETRANT WITH THE

ENDS BUTTED AND HELD IN PLACE WITH MASKING TAPE. BUTTED ENDS IN SUCCESSIVE LAYERS MAY BE ALIGNED OR

OFFSET. THE EDGE OF THE WRAP STRIPS SHALL ABUT THE SURFACE OF THE CONCRETE FLOOR OR WALL. IN FLOOR

ASSEMBLIES, THE TWO STACKS OF WRAP STRIPS ARE INSTALLED ON THE BOTTOM SIDE OF THE CONCRETE FLOOR. IN

WALL ASSEMBLIES, THE TWO STACKS OF WRAP STRIPS ARE INSTALLED ON EACH SIDE OF THE CONCRETE WALL. THE

NUMBER OF LAYERS OF WRAP STRIPS PER STACK IS DEPENDENT UPON THE DIAM. OF THE THROUGH-PENETRANT AS

TABULATED BELOW:

E. STEEL COLLAR - COLLAR FABRICATED FROM COILS OF PRECUT 0.029 IN. (0.7 MM) THICK (NO. 22 MSG) GALV SHEET

STEEL AVAILABLE FROM WRAP STRIP MANUFACTURER. COLLAR SHALL BE NOM 4 IN. (102 MM) DEEP WITH MIN SIX 1 IN.

(25 MM) WIDE BY 2 IN. (51 MM) LONG ANCHOR TABS FOR ATTACHMENT TO THE CONCRETE FLOOR OR WALL. RETAINER

TABS, 3/4 IN. (19 MM) WIDE TAPERING DOWN TO 3/8 IN. (10 MM) WIDE AND LOCATED OPPOSITE THE ANCHOR TABS, ARE FOLDED 90 DEGREES TOWARD THROUGH PENETRANT SURFACE TO MAINTAIN THE ANNULAR SPACE AROUND THE PIPE

AND TO RETAIN THE WRAP STRIPS. STEEL COLLAR WRAPPED AROUND WRAP STRIPS AND THROUGH PENETRANT WITH A 1

IN. (25 MM) WIDE OVERLAP ALONG ITS PERIMETER JOINT. STEEL COLLAR TIGHTENED AROUND WRAP STRIPS AND THROUGH

PENETRANT USING MIN 1/2 IN. (13 MM) WIDE BY 0.028 IN. (0.7 MM) THICK STAINLESS STEEL HOSE CLAMP SPACED 2

IN. (51 MM) OC. COLLAR SECURED TO CONCRETE SURFACE WITH 1/4 IN. (6 MM) DIAM BY MIN 1-1/4 IN. (32 MM)

LONG STEEL CONCRETE SCREWS IN CONJUNCTION WITH MIN 1 IN. (25 MM) DIAM STEEL FENDER WASHERS. AS AN

ALTERNATE TO THE STEEL CONCRETE SCREWS, NOM 1-1/4 IN. (32 MM) LONG STEEL POWDER ACTUATED FASTENERS

PROVIDED WITH 3/4 IN. (19 MM) DIAM STEEL WASHERS MAY BE USED TO SECURE ANCHOR TABS.

SECTION

PLAN

Scale 1:10

FLOOR/WALL 8" PIPE PENETRATION

D4

G02

D5

G02

Project No.:

Project Title:

Drawing Title:

Funded by

NOTES

22- DETAILS SIGN

21- ASPHALT

19- ROOM NUMBER

20- DETAILS REFERENCE

18- DOOR LABEL

17- WINDOW LABEL

14- LEVEL SYMBOL

(SECTION - ELEVATION)

16- CONCRETE FLOOR LEVEL

15- FINISH FLOOR LEVEL

13- LEVEL SYMBOL

(PLAN)

12- INSULATION

10- CERAMIC TILES

11- DAMP PROOF

9- SIDEWALK CONCRETE

7- TERRAZZO FLOOR

TILES 30x30x3cm

POLYSEED 2cm

8- CEILING PLASTERING +

6- COMPACTED FILL OR

NATURAL GROUND

5- SAND

4- BASE COURSE

3- CONCRETE BLOCK

1- REINFORCED CONCRETE

2- CONCRETE

23- BUILDING

24- AGRICULTURAL SOIL

DESCRIPTION

DATENO.

Revision

Designed By:

Drawn By :

Checked By:

Date:

Scale :

APRIL 2 0 2 3

0.00 = 348.25

24- ALL DIMINSIONS IN CM

AECOM & FO.TEAM

WEST BANK-GAZA A&E SERVICE PROGRAM

Designed and Managed by

EXPANSION OF TUBAS YOUTH

DEVELOPMENT RESOURCES CENTER

Subcontractor designer

Drawing No.

Ramallah, West Bank

AECOM & FO.TEAM

AECOM

ISSUED FOR TENDER APRIL.20230

AutoCAD SHX Text

AutoCAD SHX Text 4B

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AutoCAD SHX Text Detail No.

AutoCAD SHX Text Drawing No.

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DOOR #

AutoCAD SHX Text D01

AutoCAD SHX Text F.F.L

AutoCAD SHX Text C.F.L

AutoCAD SHX Text 333.00

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1.WALL ASSEMBLY - MIN 5 IN. (127 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT

(100-150 PCF OR 1600-2400 KG/M3) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL

CLASSIFIED CONCRETE BLOCKS*. MAX AREA OF OPENING IS 270 SQ IN. (0.17 M2) WITH MAX DIMENSIONS

OF 30 IN. (762 MM).

SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF

MANUFACTURERS.

2. CABLES TRAY* - MAX 18 IN. (457 MM) WIDE BY MAX 5 IN. (127 MM) DEEP OPEN LADDER CABLE TRAY

WITH CHANNEL-SHAPED SIDE RAILS FORMED OF MIN 0.069 IN. (1.8 MM) THICK ALUMINUM AND WITH 1

IN. (25 MM) WIDE BY 7/8 IN. (22 MM) DEEP RUNGS SPACED 9 IN. (228 MM) OC. ONE CABLE TRAY TO

BE INSTALLED IN THE OPENING. THE ANNULAR SPACE BETWEEN THE CABLE TRAY AND THE PERIPHERY OF

THE OPENING SHALL BE MIN 0 IN. (0 MM) (POINT CONTACT) TO MAX 10 IN. (254 MM). CABLE TRAY TO

BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY.

3. CABLES - AGGREGATE CROSS-SECTIONAL AREA OF CABLES IN CABLE TRAY TO BE MAX 39 PERCENT OF

THE CROSS-SECTIONAL AREA OF THE CABLE TRAY BASED ON A MAX 3 IN. (76 MM) CABLE LOADING

DEPTH WITHIN THE CABLE TRAY. ANY COMBINATION OF THE FOLLOWING TYPES AND SIZES OF CABLES

MAY BE USED:

A. MAX 1/C - 750 KCMIL COPPER CONDUCTOR CABLE WITH A CROSS-LINKED POLYETHYLENE JACKET

(XLPE).

B. MAX 3/C - NO. 2 AWG COPPER CONDUCTOR CABLE XLPE INSULATION AND POLYVINYL CHLORIDE

(PVC) JACKET.

C. MAX 7/C - NO. 12 AWG COPPER CONDUCTOR CABLE WITH PVC INSULATION AND JACKET.

D. MAX 2/C - NO. 16 AWG COPPER CONDUCTOR CABLE WITH PVC INSULATION AND JACKET.

E. MAX 400 PAIR NO. 24 AWG COPPER CONDUCTOR CABLE WITH PVC OR PLENUM RATED INSULATION

AND JACKET.

F. COAXIAL CABLE WITH COPPER CONDUCTOR HAVING A NOM DIAM OF 5/8 IN. (16 MM) OR SMALLER

WITH FLUORINATED ETHYLENE JACKET AND INSULATION.

G. FIBER OPTIC CABLE HAVING A NOM DIAM OF 5/8 IN. (16 MM) OR SMALLER WITH PVC OR PLENUM

RATED JACKET AND INSULATION.

H. MAX 4/C NO. 2/0 ALUMINUM OR COPPER CONDUCTOR ALUMINUM OR STEEL METAL-CLAD** OR

ARMORED-CLAD** CABLE.

4. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:

A. PACKING MATERIAL - MIN 4 PCF (64 KG/M3) MINERAL WOOL BATT INSULATION TIGHTLY-PACKED TO

FULL DEPTH OF WALL. PACKING MATERIAL TO BE RECESSED FROM BOTH SURFACES OF WALL AS

REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL.

B. FILL, VOID OR CAVITY MATERIAL* - CAULK - MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL

APPLIED WITHIN THE ANNULUS ON BOTH SURFACES OF WALL. CAULK TO BE FORCED INTO INTERSTICES

OF CABLE GROUP TO MAX EXTENT POSSIBLE. AT POINT CONTACT, APPLY MIN 1/2 IN. (13 MM) DIAM

BEAD AT CABLE TRAY/CONCRETE WALL INTERFACE ON BOTH SIDES OF WALL.

1. WALL ASSEMBLY - MIN 3-3/4 IN. (95 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT

(100-150 PCF (1600-2400 KG/M3) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL

CLASSIFIED CONCRETE BLOCKS*. MAX DIAM OF OPENING IS 4 IN. (102 MM).

SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF

MANUFACTURERS.

2. CABLES - AGGREGATE CROSS-SECTIONAL AREA OF CABLES TO BE MAX 51 PERCENT OF THE

CROSS-SECTIONAL AREA OF THE OPENING. CABLES TO BE TIGHTLY BUNDLED. THE ANNULAR SPACE

WITHIN THE FIRESTOP SYSTEM SHALL BE MIN 0 IN. (0 MM, POINT CONTACT) TO MAX 1 IN. (25 MM).

CABLES TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. ANY COMBINATION OF THE

FOLLOWING TYPES AND SIZES OF CABLES MAY BE USED:

A. MAX 400 PAIR NO. 24 AWG TELEPHONE CABLE WITH PVC INSULATION AND JACKET.

B. MAX 1/C - 750 KCMIL COPPER CONDUCTOR CABLE WITH XLPE OR PVC INSULATION AND JACKET.

C. MAX 7/C NO. 12 AWG WITH PVC INSULATION AND JACKET.

D. MAX 4 PAIR NO. 24 AWG DATA CABLE WITH PVC INSULATION AND JACKET

E. MAX RG/U COAXIAL CABLE WITH FLUORINATE ETHYLENE JACKET AND INSULATION.

F. MULTIPLE FIBER OPTIC CABLES JACKETED WITH PVC AND HAVING A MAX OD OF 5/8 IN.

G. MAX 3/C NO. 3/0 ALUMINUM OR COPPER CONDUCTOR SER CABLE WITH PVC INSULATION AND JACKET.

H. MAX 4/C NO. 2/0 AWG COPPER OR ALUMINUM CONDUCTOR STEEL OR ALUMINUM JACKETED

METAL-CLAD# OR ARMORED-CLAD# CABLE.

AFC CABLE SYSTEMS INC

3. FIRESTOP SYSTEM - THE FIRESTOP SYSTEM CONSISTS OF THE FOLLOWING ITEMS:

A. PACKING MATERIAL - MIN 2-3/4 IN. (70 MM) DEPTH OF MIN 4 PCF (64 KG/M3) MINERAL WOOL

BATT INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE

RECESSED MIN 1 IN. (25 MM) FROM WALL SURFACE ON ONE SIDE OF WALL TO ACCOMMODATE THE

FILL MATERIAL.

B. FILL VOID OR CAVITY MATERIALS* - SEALANT OR PUTTY - MIN 1 IN. (25 MM) THICKNESS OF FILL

MATERIAL APPLIED WITHIN ANNULAR SPACE, FLUSH WITH SURFACE OF WALL. FILL MATERIAL FORCED

INTO GROUPED CABLE INTERSTICES TO MAX EXTENT POSSIBLE. AT THE POINT CONTACT LOCATION, A

MIN 1/4 IN. (6 MM) DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE CABLE

BUNDLE/CONCRETE OR CABLE BUNDLE/SLEEVE INTERFACE.

1. WALL ASSEMBLY MIN 6 IN. (152 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT

(100-150 PCF OR 1600-2400 KG/M3) CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL

CLASSIFIED CONCRETE BLOCKS*. MAX AREA OF OPENING IS 322 SQ IN. (0.21 M2)WITH MAX DIMENSIONS

OF 23 IN. (584 MM).

SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF

MANUFACTURERS.

2. STEEL DUCT MAX 12 BY 20 IN. (305 BY 508 MM) NO. 26 GAUGE (OR HEAVIER) GALV STEEL DUCT

TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP SYSTEM. THE

ANNULAR SPACE BETWEEN THE STEEL DUCT AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0

IN. (0 MM, POINT CONTACT) TO MAX 2 IN. (51 MM). STEEL DUCT TO BE RIGIDLY SUPPORTED ON

BOTH SIDES OF THE WALL ASSEMBLY.

3. FIRESTOP SYSTEM THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:

A. PACKING MATERIAL MIN 2 IN. (51 MM) THICKNESS OF MIN 4 PCF (64 KG/M3) MINERAL WOOL BATT

INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING MATERIAL TO BE

RECESSED FROM BOTH SURFACES OF WALL AS REQUIRED TO ACCOMMODATE THE REQUIRED THICKNESS

OF FILL MATERIAL.

B. FILL, VOID OR CAVITY MATERIAL* - SPRAY MIN 1/8 IN. (3.2 MM) WET THICKNESS (MIN 1/16 IN. OR

1.6 MM DRY THICKNESS) OF FILL MATERIAL SPRAY APPLIED WITHIN THE ANNULUS, FLUSH WITH BOTH

SURFACES OF WALL. ADDITIONAL 1/8 IN. (3.2 MM) WET THICKNESS (MIN 1/16 IN. OR 1.6 MM DRY

THICKNESS) OF FILL MATERIAL SHALL OVERLAP A MIN OF 2 IN. (51 MM) ONTO THE STEEL DUCT AND

A MIN OF 1 IN. (25 MM) ONTO THE SURFACE OF THE CONCRETE ON BOTH SIDES OF THE WALL.

C. STEEL RETAINING ANGLES MIN NO. 16 GAUGE GALV STEEL ANGLES SIZED TO LAP STEEL DUCT A MIN

OF 2 IN. (51 MM) AND TO LAP WALL SURFACES A MIN OF 1 IN. (25 MM). ANGLES ATTACHED TO

STEEL DUCT ON BOTH SIDES OF WALL WITH MIN NO. 8 BY 1/2 IN. (13 MM) LONG STEEL SHEET

METAL SCREWS LOCATED A MAX OF 1 IN. (25 MM) FROM EACH END OF THE STEEL DUCT AND

SPACED A MAX OF 6 IN. (152 MM) OC.

SECTION

SECTION

SECTION

PLAN

PLAN

PLAN

Scale 1:10

CABLE TRAY- WALL PENETRATION

Scale 1:10

CABLE - WALL PENETRATION

Scale 1:10

GI DUCT - WALL PENETRATION

D6

G03

D7

G03

D8

G03

G 0 3

GENERAL DETAILS (3)

Project No.:

Project Title:

Drawing Title:

Funded by

NOTES

22- DETAILS SIGN

21- ASPHALT

19- ROOM NUMBER

20- DETAILS REFERENCE

18- DOOR LABEL

17- WINDOW LABEL

14- LEVEL SYMBOL

(SECTION - ELEVATION)

16- CONCRETE FLOOR LEVEL

15- FINISH FLOOR LEVEL

13- LEVEL SYMBOL

(PLAN)

12- INSULATION

10- CERAMIC TILES

11- DAMP PROOF

9- SIDEWALK CONCRETE

7- TERRAZZO FLOOR

TILES 30x30x3cm

POLYSEED 2cm

8- CEILING PLASTERING +

6- COMPACTED FILL OR

NATURAL GROUND

5- SAND

4- BASE COURSE

3- CONCRETE BLOCK

1- REINFORCED CONCRETE

2- CONCRETE

23- BUILDING

24- AGRICULTURAL SOIL

DESCRIPTION

DATENO.

Revision

Designed By:

Drawn By :

Checked By:

Date:

Scale :

APRIL 2 0 2 3

0.00 = 348.25

24- ALL DIMINSIONS IN CM

AECOM & FO.TEAM

WEST BANK-GAZA A&E SERVICE PROGRAM

Designed and Managed by

EXPANSION OF TUBAS YOUTH

DEVELOPMENT RESOURCES CENTER

Subcontractor designer

Drawing No.

Ramallah, West Bank

AECOM & FO.TEAM

AECOM

ISSUED FOR TENDER APRIL.20230

AutoCAD SHX Text 4B

AutoCAD SHX Text

AutoCAD SHX Text 4A

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AW1

AutoCAD SHX Text Detail No.

AutoCAD SHX Text Drawing No.

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AutoCAD SHX Text D01

AutoCAD SHX Text F.F.L

AutoCAD SHX Text C.F.L

AutoCAD SHX Text 333.00

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AutoCAD SHX Text A03

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10cm. CONC. LINTEL

10cm. CONC. LINTEL

WIRE MESH

WIRE MESH

F.F.L.

WIRE MESH

WIRE MESH

A

BLOCK WALL

AS SHOWN IN PLANS

15cm. BLOCK WALL

SCALE 1:10

Scale 1:20

PLAN DETAIL

G04

Scale 1:20

SECTION (A-A)

G04

Scale 1:20

ELEVATION

G04

D09

G04

FIRE HOSE REEL CABINET

G 0 4

GENERAL DETAILS (4)

Project No.:

Project Title:

Drawing Title:

Funded by

NOTES

22- DETAILS SIGN

21- ASPHALT

19- ROOM NUMBER

20- DETAILS REFERENCE

18- DOOR LABEL

17- WINDOW LABEL

14- LEVEL SYMBOL

(SECTION - ELEVATION)

16- CONCRETE FLOOR LEVEL

15- FINISH FLOOR LEVEL

13- LEVEL SYMBOL

(PLAN)

12- INSULATION

10- CERAMIC TILES

11- DAMP PROOF

9- SIDEWALK CONCRETE

7- TERRAZZO FLOOR

TILES 30x30x3cm

POLYSEED 2cm

8- CEILING PLASTERING +

6- COMPACTED FILL OR

NATURAL GROUND

5- SAND

4- BASE COURSE

3- CONCRETE BLOCK

1- REINFORCED CONCRETE

2- CONCRETE

23- BUILDING

24- AGRICULTURAL SOIL

DESCRIPTION

DATENO.

Revision

Designed By:

Drawn By :

Checked By:

Date:

Scale :

APRIL 2 0 2 3

0.00 = 348.25

24- ALL DIMINSIONS IN CM

AECOM & FO.TEAM

WEST BANK-GAZA A&E SERVICE PROGRAM

Designed and Managed by

EXPANSION OF TUBAS YOUTH

DEVELOPMENT RESOURCES CENTER

Subcontractor designer

Drawing No.

Ramallah, West Bank

AECOM & FO.TEAM

AECOM

ISSUED FOR TENDER APRIL.20230

AutoCAD SHX Text

WINDOW #

AutoCAD SHX Text

AW1

AutoCAD SHX Text Detail No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text G05

AutoCAD SHX Text

DOOR #

AutoCAD SHX Text D01

AutoCAD SHX Text F.F.L

AutoCAD SHX Text C.F.L

AutoCAD SHX Text 333.00

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text A

AutoCAD SHX Text A03

AutoCAD SHX Text A01

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text A01

C O 0 1

CONSTRUCTION WORKS DETAILS 1

Project No.:

Project Title:

Drawing Title:

Funded by

NOTES

22- DETAILS SIGN

21- ASPHALT

19- ROOM NUMBER

20- DETAILS REFERENCE

18- DOOR LABEL

17- WINDOW LABEL

14- LEVEL SYMBOL

(SECTION - ELEVATION)

16- CONCRETE FLOOR LEVEL

15- FINISH FLOOR LEVEL

13- LEVEL SYMBOL

(PLAN)

12- INSULATION

10- CERAMIC TILES

11- DAMP PROOF

9- SIDEWALK CONCRETE

7- TERRAZZO FLOOR

TILES 30x30x3cm

POLYSEED 2cm

8- CEILING PLASTERING +

6- COMPACTED FILL OR

NATURAL GROUND

5- SAND

4- BASE COURSE

3- CONCRETE BLOCK

1- REINFORCED CONCRETE

2- CONCRETE

23- BUILDING

24- AGRICULTURAL SOIL

DESCRIPTION

DATENO.

Revision

Designed By:

Drawn By :

Checked By:

Date:

Scale :

APRIL 2 0 2 3

0.00 = 348.25

24- ALL DIMINSIONS IN CM

AECOM & FO.TEAM

WEST BANK-GAZA A&E SERVICE PROGRAM

Designed and Managed by

EXPANSION OF TUBAS YOUTH

DEVELOPMENT RESOURCES CENTER

Subcontractor designer

Drawing No.

Ramallah, West Bank

AECOM & FO.TEAM

AECOM

ISSUED FOR TENDER APRIL.20230

White brushed Stone

7cm Chamfered Stone Sill

Mortar

BITUMEN ROLLS 4 MM THICK

R.C Slab Dim. as Structural Drawings

2.5 cm Internal Plaster with paint

S lope 2%

LIGHT WEIGHT CONCRETE

SCREED 40MM MIN.

ROOF DETAIL WITH TILES

SCALE 1:5

D1

CO01a

PARAPET DETAIL AT STAIRCASE ROOF

SCALE 1:10

D2

CO01a

S L O

P E

Plate 200*200*10MM

Bolt 8 MM ( 100 MM)

60*10 MM STEEL PLATE

HAND RAIL EVERY 2 M

16 MM STEEL ROD

HAND RAIL

WHITE BRUSHED STONE

Brushbond 2 coats/1mm thickness

Ø6mm Galvanized Steel Rod

Ø4mm Galvanized Steel Dowels

50MM CONCRETE BACKING WITH

WIRE MESH(Ø8MM/200MM) BOTH WAY

(Flexible acrylic polymer modified

20 MM PLASTER

protective and decorative coating for concrete and masonry)/Waterproofing

Vapor Barrier

R.C WALL

MORTAR

10MM NATURAL

STONE MOSAIC

GROOVE

20x20 MM

GALVANIZED STEEL

SHEET 1.5 MM THICK

SCREW

30MM DRIP EDGE OUTWARD OF

PARAPET FINISH

(WATER DROP GROVE)

15 CM SPRAY POLYURETHANE FOAM (SPF)/ or MULTI-LAYERS BOARD

30MM MIN. FINE AGGREGATE(SEMSEM)

20MM MORTAR

LIGHT WEIGHT CONCRETE

SCREED 40MM MIN.

BITUMEN ROLLS 4 MM THICK

20MM STONE MARBLE

COPPING

200MM R.C SLAB

1.25 cm Gypsum Board

10 cm Rock Wool

1.2 cm Gypsum Board

4.7 cm Rock Wool

STEEL ANCHOR Ø 6MM

Brushbond 2 coats/1mm thickness

(Flexible acrylic polymer modified protective and decorative coating for concrete and masonry)/Waterproofing

Vapor Barrier

15 CM SPRAY POLYURETHANE FOAM (SPF) /OR or multi-layers board

150 MM R.C WALL

20 MM PLASTER

BITUMEN ROLL

GROOVE 20x20 MM

SEALANT

30MM DRIP EDGE OUTWARD

OF PARAPET FINISH

GALVANIZED STEEL

SHEET 1.5 MM THICK

SCREW

(WATER DROP GROVE)

STEEL ANCHOR Ø 6MM

50MM CONCRETE BACKING WITH

WIRE MESH(Ø8MM/200MM) BOTH WAY

150 MM R.C WALL

SEALANT

BRUSHBOND 2 COATS/1MM THICKNESS

20 MM PLASTER

BITUMEN ROLLS 4 MM THICK

16, AUG.

DETAILED MODIFICATIONS

(INSULATION)

OR 15 CM BUILT-UP POLYSTYRENE

OR 15 CM BUILT-UP POLYSTYRENE

5 cm Extruded Polystyrene Board

4 cm Protection layer

FLOOR DETAIL AT GROUND FLOOR

SCALE 1:10

D3

CO01a

20MM MORTAR

20MM STONE MARBLE

10MM RUBBER

M

M

10 MM

EPOXY POINTING 4MM THICK

S lope 2% a

Prefabricated

Perforated Pipe 6”

20 cm Base Course

2-5 cm Gravel Fill

2 cm Mortar

30*30*3 cm Cement tiles

R.C.S.G. as Structural Drawings

Aggregate (Fulia) 30cm

5 cm Extruded Polystyrene XPS

60*30*0.8 cm Porcelain tiles

Sand Layer 5-10cm

Mortar Layer 3-5cm Thick

5 cm Extruded Polystyrene XPS

Compacted Fill

15 cm R.C Slab

Polyethlene sheet 125 micron

R.C. Conc. Dim. as

2.5 cm Internal Plaster

Porcelain Tiles 20*30*.6cm

2 cm Mortar

2 Coats Brush Bond 1 mm

Structural Drawings

+0.13

±0.00

INOUT

TOILETS - G11

2 Coats Cold Asphalt

Nito Proof

+0.10

Waterproof

50MM Concrete Backing With

Wire Mesh(Ø8MM/200MM) Both way

White Brushed Stone

AutoCAD SHX Text

WINDOW #

AutoCAD SHX Text

AW1

AutoCAD SHX Text Detail No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text G05

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AutoCAD SHX Text A03

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AutoCAD SHX Text Scale 1:2

MOVEMENT JOINT

Prefabricated Perforated Pipe 6”

30*60*3cm Local Stone Marble

10cm Fine aggregate(Semsem)

2cm Mortar

5 cm Extruded Polystyrene XPS

Compacted Fill

15 cm R.C SLAB

Polyethlene Sheet 125 MICRON

±0.00

+0.15

FOUNDATION

Local Stone Marble

10 cm Skirting

2 Coats Cold Asphalt

Bito Proof

2 Coats Cold Asphalt

Nito Proof

C o a t s

C o l d

A s p h a l t

N i t o

P r o o f

C O 0 1

CONSTRUCTION WORKS DETAILS 1

Project No.:

Project Title:

Drawing Title:

Funded by

NOTES

22- DETAILS SIGN

21- ASPHALT

19- ROOM NUMBER

20- DETAILS REFERENCE

18- DOOR LABEL

17- WINDOW LABEL

14- LEVEL SYMBOL

(SECTION - ELEVATION)

16- CONCRETE FLOOR LEVEL

15- FINISH FLOOR LEVEL

13- LEVEL SYMBOL

(PLAN)

12- INSULATION

10- CERAMIC TILES

11- DAMP PROOF

9- SIDEWALK CONCRETE

7- TERRAZZO FLOOR

TILES 30x30x3cm

POLYSEED 2cm

8- CEILING PLASTERING +

6- COMPACTED FILL OR

NATURAL GROUND

5- SAND

4- BASE COURSE

3- CONCRETE BLOCK

1- REINFORCED CONCRETE

2- CONCRETE

23- BUILDING

24- AGRICULTURAL SOIL

DESCRIPTION

DATENO.

Revision

Designed By:

Drawn By :

Checked By:

Date:

Scale :

APRIL 2 0 2 3

0.00 = 348.25

24- ALL DIMINSIONS IN CM

AECOM & FO.TEAM

WEST BANK-GAZA A&E SERVICE PROGRAM

Designed and Managed by

EXPANSION OF TUBAS YOUTH

DEVELOPMENT RESOURCES CENTER

Subcontractor designer

Drawing No.

Ramallah, West Bank

AECOM & FO.TEAM

AECOM

ISSUED FOR TENDER APRIL.20230

b

Single Size Aggregate

Geotextile

AS STRUCTURAL DRAWINGS

DETAIL AT GROUND FLOOR - STAIRCASE

SCALE 1:10

D1

CO01b

AutoCAD SHX Text

WINDOW #

AutoCAD SHX Text

AW1

AutoCAD SHX Text Detail No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text G05

AutoCAD SHX Text

DOOR #

AutoCAD SHX Text D01

AutoCAD SHX Text F.F.L

AutoCAD SHX Text C.F.L

AutoCAD SHX Text 333.00

AutoCAD SHX Text

SECTION #

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text A

AutoCAD SHX Text A03

AutoCAD SHX Text A01

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text A01

C O 0 2

CONSTRUCTION WORKS DETAILS 2

Project No.:

Project Title:

Drawing Title:

Funded by

NOTES

22- DETAILS SIGN

21- ASPHALT

19- ROOM NUMBER

20- DETAILS REFERENCE

18- DOOR LABEL

17- WINDOW LABEL

14- LEVEL SYMBOL

(SECTION - ELEVATION)

16- CONCRETE FLOOR LEVEL

15- FINISH FLOOR LEVEL

13- LEVEL SYMBOL

(PLAN)

12- INSULATION

10- CERAMIC TILES

11- DAMP PROOF

9- SIDEWALK CONCRETE

7- TERRAZZO FLOOR

TILES 30x30x3cm

POLYSEED 2cm

8- CEILING PLASTERING +

6- COMPACTED FILL OR

NATURAL GROUND

5- SAND

4- BASE COURSE

3- CONCRETE BLOCK

1- REINFORCED CONCRETE

2- CONCRETE

23- BUILDING

24- AGRICULTURAL SOIL

DESCRIPTION

DATENO.

Revision

Designed By:

Drawn By :

Checked By:

Date:

Scale :

APRIL 2 0 2 3

0.00 = 348.25

24- ALL DIMINSIONS IN CM

AECOM & FO.TEAM

WEST BANK-GAZA A&E SERVICE PROGRAM

Designed and Managed by

EXPANSION OF TUBAS YOUTH

DEVELOPMENT RESOURCES CENTER

Subcontractor designer

Drawing No.

Ramallah, West Bank

AECOM & FO.TEAM

AECOM

ISSUED FOR TENDER APRIL.20230

M

D

F

17MM MDF WITH OAK VENEER

INVISIBLE SEPARATION JOINT

STARTING PROFILE

PRIMARY SUPPORT STRUCTURE/600MM

SECONDARY PROFILE

RELIEVING ANGLE

SCALE 1:2

CO02

200MM R.C SHEAR WALL

WITH WIRE MESH(Ø8MM/200MM) BOTH WAY

50mm MATABEH STONE CLADDING

VARIES

Galvanized Steel Nail

10cm @ 40cm

Ø4mm Galvanized Steel Dowels

Ø6mm Galvanized Steel Rod

H&B 435 SS STONE ANCHOR

100MM LENGTH AND 8MM DIAMETER

HILTI HUS-EZ CONCRETE SCREW

PROVIDE TWO CONTACTS POINTS

PER STONE TOP AND BOTTOM

ANGLE THICKNESS IS 10MM

STAINLESS STEEL RELIEVING ANGLE

4 CONTACTS POINTS EVERY

STONE EVERY 1M HIGHTS

20MM INTERNAL PLASTER

TYPICAL SECTION IN EXTERNAL ELEVATION ACOUSTIC WOOD CLADDING FOR WALLS

ROCK WOOL

ACOUSTIC WOOD/TYPICAL SECTION3

CO02

ACOUSTIC WOOD/STARTING FROM SKIRTING TILES4

CO02

PRIMARY SUPPORT STRUCTURE/600MM

2440*(4*128)*17MM MDF WITH OAK VENEER

12.8

2440*(4*128)*17MM MDF WITH OAK VENEER

D3

CO02

D4

CO02

VERTICAL DIRECTION

VERTICAL DIRECTION

ACOUSTIC WOOD/TYPICAL SECTION

Scale 1:50

PRIMARY SUPPORT STRUCTURE/600MM

SECONDARY PROFILE

ROCK WOOL

VERTICAL DIRECTION

STARTING PROFILE

2440*(4*128)*17MM MDF

WITH OAK VENEER

B

CO02

C

CO02

Brushbond 2 coats/1mm thickness

(Flexible acrylic polymer modified protective and decorative coating for concrete and masonry)/Waterproofing

Vapor Barrier

50MM CONCRETE BACKING

SCALE 1:5SCALE 1:5

CO02

10 cm Rock Wool

1.25 cm Gypsum Board

16, AUG.

DETAILED MODIFICATIONS

(INSULATION)

AutoCAD SHX Text

WINDOW #

AutoCAD SHX Text

AW1

AutoCAD SHX Text Detail No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text G05

AutoCAD SHX Text

DOOR #

AutoCAD SHX Text D01

AutoCAD SHX Text F.F.L

AutoCAD SHX Text C.F.L

AutoCAD SHX Text 333.00

AutoCAD SHX Text

SECTION #

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text A

AutoCAD SHX Text A03

AutoCAD SHX Text A01

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text A01

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text 75mm

AutoCAD SHX Text 80mm

AutoCAD SHX Text 40mm

AutoCAD SHX Text 80mm

AutoCAD SHX Text DIA 10-11mm

AutoCAD SHX Text 20mm

AutoCAD SHX Text 40mm

AutoCAD SHX Text 40mm

AutoCAD SHX Text 10mm

10mm

C O 0 3

CONSTRUCTION WORKS DETAILS 3

Project No.:

Project Title:

Drawing Title:

Funded by

NOTES

22- DETAILS SIGN

21- ASPHALT

19- ROOM NUMBER

20- DETAILS REFERENCE

18- DOOR LABEL

17- WINDOW LABEL

14- LEVEL SYMBOL

(SECTION - ELEVATION)

16- CONCRETE FLOOR LEVEL

15- FINISH FLOOR LEVEL

13- LEVEL SYMBOL

(PLAN)

12- INSULATION

10- CERAMIC TILES

11- DAMP PROOF

9- SIDEWALK CONCRETE

7- TERRAZZO FLOOR

TILES 30x30x3cm

POLYSEED 2cm

8- CEILING PLASTERING +

6- COMPACTED FILL OR

NATURAL GROUND

5- SAND

4- BASE COURSE

3- CONCRETE BLOCK

1- REINFORCED CONCRETE

2- CONCRETE

23- BUILDING

24- AGRICULTURAL SOIL

DESCRIPTION

DATENO.

Revision

Designed By:

Drawn By :

Checked By:

Date:

Scale :

APRIL 2 0 2 3

0.00 = 348.25

24- ALL DIMINSIONS IN CM

AECOM & FO.TEAM

WEST BANK-GAZA A&E SERVICE PROGRAM

Designed and Managed by

EXPANSION OF TUBAS YOUTH

DEVELOPMENT RESOURCES CENTER

Subcontractor designer

Drawing No.

Ramallah, West Bank

AECOM & FO.TEAM

AECOM

ISSUED FOR TENDER APRIL.20230

16, AUG.

DETAILED MODIFICATIONS

(INSULATION)

D2

SCALE 1:1

2Ø10

1Ø8/15

2Ø10

1Ø8/15

Low-Modules Silicone

Joint Sealant

ROCK WOOL

1200*1000MM

20MM INTERNAL PLASTER

STARTING PROFILE

INTERIOR FINISH VARIES

50mm BRUSHED WHITE STONE CLADDING

REINFORCED CONC

130MM THICK

50mm BRUSHED WHITE STONE CLADDING

4MM DOUBLE TEMPERED GLASS

WITH 6 MM ARGON GAP

S.STEEL ANGLE

U SHAPE

GROOVE

BOLT

D1

SCALE 1:1

IN SOLID WOOD

INTERIOR JAMB TO MATCH INTERIOR FINISH PER ROOM

TYPICAL HORIZONTAL SECTION IN WINDOW

SCALE 1:5

D5a

CO03

Ø4mm Galvanized Steel Dowels

Ø6mm Galvanized Steel Rod

0.4

50mm BRUSHED WHITE STONE CLADDING

30MM MARBLE SILL

INTERIOR JAMB TO MATCH

INTERIOR FINISH PER ROOM

2 COATS BRUSH BOND 1 mm2 COATS BRUSH BOND 1 mm

+4.60

+7.04

+3.86

+8.24

+4.01

20 cm R.C.

60*60*1 PORCELAIN TILES

10cm fine aggregate(Semsem)

3cm Local

2cm Mortar

ALUMINUM WINDOW

R.C. Conc. Dim. as Structural Drawings

2 cm Internal Plaster

1.5 cm Perforated Wooden Panel

INTERIOR JAMB TO MATCH INTERIOR FINISH PER ROOM

10 cm Rock Wool

2 COATS BRUSH BOND 1 mm

5 cm Plain Concrete

White brushed Stone

SLOPE

5 cm Spray Polyurethane foam (SPF)

2.5 cm Internal Plaster

1.25 cm Gypsum Board

10 cm Rock Wool

R.C. Conc. Dim. as

Structural Drawings

2 Coats Brush Bond 1 mm

White brushed Stone

5 cm Plain Concrete

20 cm R.C.

30*60*2 cm Stone Tiles

2cm Mortar

Light weight concrete

Screed 4 cm min.

Bitumen roll

15 cm Spray Polyurethane foam (SPF) or

Gypsum Board false ceiling

20 cm R.C.

60*60*2 cm Rough Local Stone Marble

2cm Mortar

Light weight concrete

1.25 cm Gypsum Board

Screed 4 cm min.

Bitumen roll

15 cm Spray Polyurethane foam (SPF) or

4 cm Rock Wool

2 cm External Plaster

Copping

Mortar

2 Coats Brush Bond 1 mm

White brushed Stone

1 cm Natural Mosaic Stone

Marble Copping

SCALE 1:25

TYPICAL VERTICAL SECTION IN WINDOW

CO03

D5

Flashing

D1

SCALE 1:10

ALUMINUM WINDOW

2.5 cm Internal Plaster

1.25 cm Gypsum Board

10 cm Rock Wool

R.C. Conc. Dim. as

Structural Drawings

2 Coats Brush Bond 1 mm

White brushed Stone

5 cm Plain Concrete

0.4

17MM SOLID OAK WOOD

WHITE SOLID WOOD

PRIMARY SUPPORT STRUCTURE /600MM

BOLT

BOLT

STARTING PROFILE

GROOVE

INTERIOR FINISH VARIES

3 cm Fine aggregate(Semsem) sealant

Air seal

Air seal

Air seal

SealantSealant

15 cm Built-up Polystyrene

15 cm Built-up Polystyrene

AutoCAD SHX Text

WINDOW #

AutoCAD SHX Text

AW1

AutoCAD SHX Text Detail No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text G05

AutoCAD SHX Text

DOOR #

AutoCAD SHX Text D01

AutoCAD SHX Text F.F.L

AutoCAD SHX Text C.F.L

AutoCAD SHX Text 333.00

AutoCAD SHX Text

SECTION #

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text A

AutoCAD SHX Text A03

AutoCAD SHX Text A01

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text A01

TYPICAL DETAIL THROUGH HOLLOW CONCRETE BLOCK

SCALE 1:50

D6

CO04

C O 0 4

CONSTRUCTION WORKS DETAILS 4

Project No.:

Project Title:

Drawing Title:

Funded by

NOTES

22- DETAILS SIGN

21- ASPHALT

19- ROOM NUMBER

20- DETAILS REFERENCE

18- DOOR LABEL

17- WINDOW LABEL

14- LEVEL SYMBOL

(SECTION - ELEVATION)

16- CONCRETE FLOOR LEVEL

15- FINISH FLOOR LEVEL

13- LEVEL SYMBOL

(PLAN)

12- INSULATION

10- CERAMIC TILES

11- DAMP PROOF

9- SIDEWALK CONCRETE

7- TERRAZZO FLOOR

TILES 30x30x3cm

POLYSEED 2cm

8- CEILING PLASTERING +

6- COMPACTED FILL OR

NATURAL GROUND

5- SAND

4- BASE COURSE

3- CONCRETE BLOCK

1- REINFORCED CONCRETE

2- CONCRETE

23- BUILDING

24- AGRICULTURAL SOIL

DESCRIPTION

DATENO.

Revision

Designed By:

Drawn By :

Checked By:

Date:

Scale :

APRIL 2 0 2 3

0.00 = 348.25

24- ALL DIMINSIONS IN CM

AECOM & FO.TEAM

WEST BANK-GAZA A&E SERVICE PROGRAM

Designed and Managed by

EXPANSION OF TUBAS YOUTH

DEVELOPMENT RESOURCES CENTER

Subcontractor designer

Drawing No.

Ramallah, West Bank

AECOM & FO.TEAM

AECOM

ISSUED FOR TENDER APRIL.20230

fixed as per IBC and Seismic Design for

Non structural Elements

All Hollow Concrete Block Should be built &

CONC. BLOCK

100 MM HOLLOW

20 MM MORTAR

CONC. BLOCK

100 MM HOLLOW

20 MM MORTAR

300X300X6 MM

PORCELAIN TILES

300X300X6 MM

PORCELAIN TILES

100 MM HOLLOW

CONC. BLOCK

10510

PLASTERING

SECTION 1-1

R 10@40 CM

R 10@40 CM

asphalt this part painted with

JOINT FILLER

STEEL BAR ANGLE

R 10@40 CM

R 10@40 CM

STEEL BAR ANGLE

SCALE 1:20

15X15 CM

15X15 CM

STEEL BAR ANGLE

15X15 CM

STEEL BAR ANGLE

15X15 CM

CO04

1-1

C O

V A R I E S

4Ø12

1Ø8/20 stirrups

V A R I E S

4Ø10

1Ø8/20 stirrups

LINTEL REINFORCEMENT

IN BLOCK 20CM WIDTH

LINTEL REINFORCEMENT

IN BLOCK 10CM WIDTH

V A R I E S

4Ø10

1Ø8/20 stirrups

LINTEL REINFORCEMENT

IN BLOCK 15CM WIDTH

C O

C O

C O

CONC. BLOCK

100 OR 200*(200*400) MM HOLLOW

10 MM MORTAR

10 MM MORTAR

R 10@30 CM

STEEL BAR

R 10@30 CM

STEEL BAR

R 10@30 CM

STEEL BAR

C O

SLAB

10 MM MORTAR

CONC. BLOCK

100 ,150 OR 200 MM HOLLOW

20 MM PLASTER

200X300X8

20 MM MORTAR

PORCELAIN TILES.

SLAB

4Ø10

1Ø8/20 stirrups

4Ø10

1Ø8/20 stirrups

Scale 1:25

TYPICAL HORIZONTAL SECTION

A

CO04

20 MM PLASTER

1Ø8/20 stirrups

4Ø10

150 20 150 20 150 2020

V A R I E S

1300MM MAX

M

M

M

A X

Scale 1:50

TYPICAL ELEVATION

B

CO04

4Ø10

1Ø8/20 stirrups

4Ø10

1Ø8/20 stirrups

EX.WALL

OR COLUMN

Scale 1:50

TYPICAL VERTICAL SECTION

C

CO04

Scale 1:25

TYPICAL VERTICAL SECTION

D

CO04 Scale 1:25

TYPICAL ELEVATION DETAILS

E

CO04

F

CO04

20 MM PLASTER

Scale 1:20

DETAILS IN TOILETS

E

CO04

±0.00 = 96.40

NOTES

22- DETAILS SIGN

21- ASPHALT

19- ROOM NUMBER

20- DETAILS REFERENCE

18- DOOR LABEL

17- WINDOW LABEL

14- LEVEL SYMBOL

(SECTION - ELEVATION)

16- CONCRETE FLOOR LEVEL

15- FINISH FLOOR LEVEL

13- LEVEL SYMBOL

(PLAN)

12- INSULATION

10- CERAMIC TILES

11- DAMP PROOF

9- SIDEWALK CONCRETE

7- TERRAZZO FLOOR

TILES 30x30x3cm

POLYSEED 2cm

8- CEILING PLASTERING +

6- COMPACTED FILL OR

NATURAL GROUND

5- SAND

4- BASE COURSE

3- CONCRETE BLOCK

1- REINFORCED CONCRETE

2- CONCRETE

23- BUILDING

24- AGRICULTURAL SOIL

AutoCAD SHX Text

WINDOW #

AutoCAD SHX Text

AW1

AutoCAD SHX Text Detail No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text G05

AutoCAD SHX Text

DOOR #

AutoCAD SHX Text D01

AutoCAD SHX Text F.F.L

AutoCAD SHX Text C.F.L

AutoCAD SHX Text 333.00

AutoCAD SHX Text

SECTION #

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text A

AutoCAD SHX Text A03

AutoCAD SHX Text A01

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text A01

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text

WINDOW #

AutoCAD SHX Text

AW1

AutoCAD SHX Text Detail No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text G05

AutoCAD SHX Text

DOOR #

AutoCAD SHX Text D01

AutoCAD SHX Text F.F.L

AutoCAD SHX Text C.F.L

AutoCAD SHX Text 333.00

AutoCAD SHX Text

SECTION #

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text A

AutoCAD SHX Text A03

AutoCAD SHX Text A01

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text A01

ACOUSTIC WOOD PANEL CLADDING

Cap Strip

Contact

Adhesive

Cove Former

Subfloor

RUBBER Flooring

Adhesive

OVERLAY

R. CONC. SLAB

WALL

c m

2.

0c m 3.

0c m

2 cm. MORTAR

STONE MARBLE FLOOR TILES

EPOXY POINTING 4MM THICK

2 cm. MORTAR

30*60*3 cm.

2.0cm

1.5cm

60*10*2 CM LOCAL STONE MARBLE SKIRTING

PLASTER

WALL

R.C. SLAB

2 cm MORTAR

120MM FINE AGGREGATE

2 cm. MORTAR

EPOXY POINTING 4MM THICK

PORCELAIN

0.60cm

PORCELAIN SKIRTING

2.0cm

2 cm. MORTAR

2.2 cm. PLASTER

0.5cm ISOLATION IN WET AREA

TWO LAYERS PAINT

0.5cm ISOLATION IN WET AREA

TWO LAYERS PAINT

Scale 1:2

D7

CO05

Scale 1:2

DETAIL OF PORCELAIN FLOOR FINISHING

D8

CO05

S.F.L

S.F.L

F.F.L

F.F.L

100MM FINE AGGREGATE

DETAIL OF STONE MARBLE FLOOR FINISHING

Scale 1:5

TYPICAL TOILET DOOR THRESHOLD

D9

CO05

Scale 1:2

D10

CO05

DETAIL OF RUBBER FLOOR FINISHING AT RECORDING ROOM AND FITNESS HALL

C O 0 5

CONSTRUCTION WORKS DETAILS 5

Project No.:

Project Title:

Drawing Title:

Funded by

NOTES

22- DETAILS SIGN

21- ASPHALT

19- ROOM NUMBER

20- DETAILS REFERENCE

18- DOOR LABEL

17- WINDOW LABEL

14- LEVEL SYMBOL

(SECTION - ELEVATION)

16- CONCRETE FLOOR LEVEL

15- FINISH FLOOR LEVEL

13- LEVEL SYMBOL

(PLAN)

12- INSULATION

10- CERAMIC TILES

11- DAMP PROOF

9- SIDEWALK CONCRETE

7- TERRAZZO FLOOR

TILES 30x30x3cm

POLYSEED 2cm

8- CEILING PLASTERING +

6- COMPACTED FILL OR

NATURAL GROUND

5- SAND

4- BASE COURSE

3- CONCRETE BLOCK

1- REINFORCED CONCRETE

2- CONCRETE

23- BUILDING

24- AGRICULTURAL SOIL

DESCRIPTION

DATENO.

Revision

Designed By:

Drawn By :

Checked By:

Date:

Scale :

APRIL 2 0 2 3

0.00 = 348.25

24- ALL DIMINSIONS IN CM

AECOM & FO.TEAM

WEST BANK-GAZA A&E SERVICE PROGRAM

Designed and Managed by

EXPANSION OF TUBAS YOUTH

DEVELOPMENT RESOURCES CENTER

Subcontractor designer

Drawing No.

Ramallah, West Bank

AECOM & FO.TEAM

AECOM

ISSUED FOR TENDER APRIL.20230

c m

F.F.L

Internal Tiles

Mortar

R.C Slab

Fill

3cm Thick Marble Threshold

Door Leaf

Internal Wall

Wall Thickness

Internal Finish

OUT

IN

(Toilet)

Non-Slip Porcelain

Tiles

Mortar

R.C Slab

F.F.L (-2 CM)

Water Proof

Conc. Water Stop

FINE AGGREGATE

AutoCAD SHX Text

WINDOW #

AutoCAD SHX Text

AW1

AutoCAD SHX Text Detail No.

AutoCAD SHX Text Drawing No.

AutoCAD SHX Text G05

AutoCAD SHX Text

DOOR #

AutoCAD SHX Text D01

AutoCAD SHX Text F.F.L

AutoCAD SHX Text C.F.L

AutoCAD SHX Text 333.00

AutoCAD SHX Text

SECTION #

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text A

AutoCAD SHX Text A03

AutoCAD SHX Text A01

AutoCAD SHX Text

SHEET #

AutoCAD SHX Text A01

C O 0 6

CONSTRUCTION WORKS DETAILS 6

r.c slab dim. as structural drawings

2cm Internal Plaster

3cm Mortar

Local marble 2cm thick

Local marble 3cm thick

1x1cm trimmed edge

30 3

Seamless Steel

Balustrade

Anchor@117cm in the wall

Seamless Steel Pipe

Ø1.50"x2mm

Local marble panel

Local marble riser

2cm thick

Local marble tread

3cm thick

2cm Internal Plaster

2cm Polished Local

Marble Cut Stone

Scale 1:20

STAIRCASE DETAIL

CO06

Scale 1:20

STAIRCASE DETAIL

CO06

Scale 1:20

STAIRCASE DETAIL

AD43

Seamless Steel Pipe

Ø14mm@10cm

Seamless Steel Pipe

Ø50mmx2mm

Steel Pipe

Ø14mm@15cm

Anchor@110cm

Local marble tread 3cm thick

Local marble riser 2cm thick

Seamless Steel Pipe

Ø1.5"x2mm

Seamless Steel

Balustrade

Anchor@117cm in the wall

10cm LOCAL MARBLE

Skirting

Local marble 3cm thick

Local marble riser

2cm thick

Local marble tread

3cm thick r.c slab dim. as structural drawings

3x30x30cm

Local marble Tile

10cm Local marble Skirting

8cm fine aggregate(Semsem)

2cm Mortar

2cm Internal Plaster

Anchor Bolts

12mm Dia.

D11

CO06

STAIRCASE DETAILS

Project No.:

Project Title:

Drawing Title:

Funded by

NOTES

22- DETAILS SIGN

21- ASPHALT

19- ROOM NUMBER

20- DETAILS REFERENCE

18- DOOR LABEL

17- WINDOW LABEL

14- LEVEL SYMBOL

(SECTION - ELEVATION)

16- CONCRETE FLOOR LEVEL

15- FINISH FLOOR LEVEL

13- LEVEL SYMBOL

(PLAN)

12- INSULATION

10- CERAMIC TILES

11- DAMP PROOF

9- SIDEWALK CONCRETE

7- TERRAZZO FLOOR

TILES 30x30x3cm

POLYSEED 2cm

8- CEILING PLASTERING +

6- COMPACTED FILL OR

NATURAL GROUND

5- SAND

4- BASE COURSE

3- CONCRETE BLOCK

1- REINFORCED CONCRETE

2- CONCRETE

23- BUILDING

24- AGRICULTURAL SOIL

DESCRIPTION

DATENO.

Revision

Designed By:

Drawn By :

Checked By:

Date:

Scale :

APRIL 2 0 2 3

0.00 = 348.25

24- ALL DIMINSIONS IN CM

AECOM & FO.TEAM

WEST BANK-GAZA A&E SERVICE PROGRAM

Designed and Managed by

EXPANSION OF TUBAS YOUTH

DEVELOPMENT RESOURCES CENTER

Subcontractor designer

Drawing No.

Ramallah,…