J3. AnnexB-Basis of Design Final.pdf

May 2, 2025

UNCLASSIFIED

Physical Security

Design Details

Annex Basis of Design i

Contents

May 2, 2025

p. 351

p. 367

p. 369

p. 371

Rebar Grille HGW-05N-DOS-01A (XGW-05N-DOS-01) Hollow CMU with Plywood HPK-05N-DOS-12D Plywood on Both Sides of Stud Wall HPK-05N-DOS-14B Stud Wall with Plywood on One Side HPK-05N-DOS-14D

p. 420-421 15-Minute Grate Grille HGL-15N-DOS-02A (GGL-15N-DOS-02)

p. 424-427 Decorative Steel Grille HGW-15N-DOS-03A (GGW-15N-DOS-03)

p. 428-431 Decorative Aluminum Grille HGW-1N-DOS-04A (GGW-15N-DOS-04)

p. 437

p. 452

Rebar Grille HGW-15N-DOS-01A (XGW-15N-DOS-01) 60-Minute Hardline HPK-60R-DOS-01A

p. 472-473 60-Minute Grate Grille HGL-60N-DOS-02A

TYP

Ø16 (#5) BAR (TYP)

OR 12 x 12 BAR STOCK

∠125x60x5 (5"x2-3/8"x3/16")

C

A

A

230 (TYP)

CB B

(MAX)

(MAX)

(M

AX

(M

AX

TYP.

Ø16 (#5) BAR TYP.

Ø10 x 90 EXPANSION

ANCHOR @230 O.C.

TYP.

Ø12 HOLE

230 (TYP)

∠125x60x4 (5"x2-3/8"x3/16")

Ø16 HOLE

TYP.

75-150

TYP

TYP.

6 TYP.

230 (TYP)

Ø12 HOLE

∠125x60x4 (5"x2-3/8"x3/16")

Ø16 HOLE

Ø16 (#5) BAR TYP.

Ø10 x 90 EXPANSION ANCHOR @230 O.C.

Ø16 (#5)

BAR TYP.

SECTION C-C

SECTION A-A

SECTION B-B

MATERIAL SPECIFICATIONS:

ANGLES:

fy=250 MPa

REINFORCING BARS:

fy=420 MPa MIN.

SQUARE BARS:

fy=250 MPa MIN.

ANCHORING SPECIFICATIONS:

CONCRETE: M10x90 (3/8"x3-1/2")(MIN)

DROP-IN EXPANSION ANCHORS @230 O.C.

(MAX). ANCHOR/BOLT HEADS SHOULD BE

WELDED TO THE FRAME

STEEL: M10x1.5x25 (3/8"-16NC x 1") CLASS

12.9 GRADE 8 SOCKET HEAD CAP SCREWS

@230 O.C. ANCHOR/BOLT HEADS SHOULD

BE WELDED TO THE FRAME

MASONRY: M10x150 (3/8"x6")(MIN) HILTI

CHEMICAL ADHESIVE SYSTEM OR EQUAL

@460 O.C. ANCHOR/BOLT HEADS SHOULD

BE WELDED TO THE FRAME

ALL DIMENSIONS ARE IN MM.

ACCEPTABLE IP SIZES IN ( ).

1 SURFACE MOUNT - 5 MINUTE DUCT GRILLE

SCALE: 1:10

Ø10x90 (3/8"x3-1/2") EXPANSION ANCHORS @230 O.C. MAINTAIN MIN. 50mm CONCRETE COVERAGE

5 MINUTE FE GRILLE

SURFACE MOUNT

HGW-05N-DOS-01A

Buildings Operations

U.S. Department of State

Office of Overseas

SHEET:

DATE:

DWG.TITLE:

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0620. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

WARNING:

OBO/SEB SECURITY DETAILS

UNCLASSIFIED

SEPTEMBER 2024

_HGW-05N-DOS-01A_FY25.DWG

FY25

UNCLASSIFIED 1 OF 2

HOLLOW CMU WITH PLYWOOD 4" CMU

HOLLOW CMUPLYWOOD

CEILING SLAB

FLOOR SLAB

ATTACK

SIDE

PROTECTED SIDE

19mm (3/4") Nominal [18mm (23

32")ACTUAL MINIMUM

THICKNESS] PLYWOOD SHEET, ATTACH W/M5 x 40 (#10 x

1 34" )MASONRY SCREWS @300 O.C. EACH WAY [1ST LAYER

PLYWOOD TO CMU]

100 x 200 x 400 (4"x8"x16") HOLLOW CMU

BLOCKS

TYPE 'S' MORTAR (TYP)

1 SECTION - 5 MINUTE FE HARDLINE WALL

SCALE: 1:5

NOTE: SEAMS OF PLYWOOD AND GYPSUM

BOARD ARE PERPENDICULAR TO EACH OTHER

(TYP)

MATERIAL SPECIFICATIONS:

STRUCTURAL GRADE:

PLYWOOD: CLASS - ABX

E=10MPa (1500 PSI), Fb=8273 kPa (1200 PSI), Fv=965 kPa (140 PSI)

CONCRETE MASONRY: 2000

KG/M3 9125 PCF)

PLATE:

fy=250 MPa (36 KSI)

NOTE: ALL NUMBERS AND

DIMENSIONS ARE IN MILLIMETERS

UNLESS NOTED OTHERWISE

NOTE: ARCHITECTURAL FINISH TO BE

SPECIFIED BY A/E OR OTHERS

ALTERNATE INSTALLATION:

PLYWOOD SHOWN ON THE PROTECTED

SIDE. PLYWOOD CAN BE INSTALLED ON

ATTACK SIDE IF ANCHORS THROUGH

PLATE ARE TACK WELDED*.

19mm (3/4") Nominal [18mm (23

32")ACTUAL MINIMUM

THICKNESS] PLYWOOD SHEET, ATTACH W/M5 x 30 (#10 x

1 14" )FLATHEAD SCREWS @300 O.C. EACH WAY [2ND LAYER

PLYWOOD TO PLYWOOD - ALTERNATE DIRECTION TO 1ST

LAYER]

GYPSUM BOARD (OR OTHER FINISH

MATERIAL)

75 x 6 (3"x1/4") STEEL PLATE TOP & BOTTOM & SIDES [BOTH SIDES OF WALL], ATTACH WITH 6mm (#14) X 75 (65mm) HEX

WASHER HEAD SELF TAPPING SCREWS @ 200 O.C. [EACH SIDE]*

5 MINUTE FE WALL - 2 LAYER EITHER SIDE

OF HOLLOW CMU WITH BAR

HPK-05N-DOS-12D

Buildings Operations

U.S. Department of State

Office of Overseas

SHEET:

DATE:

DWG.TITLE:

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0620. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

WARNING:

OBO/SEB SECURITY DETAILS

UNCLASSIFIED

SEPTEMBER 2024

_HPK-05N-DOS-12_FY25.DWG

UNCLASSIFIED 4 OF 4

STUD WALL

CEILING SLAB

FLOOR SLAB

ATTACK SIDE PROTECTED SIDE

1 SECTION - 5 MINUTE FE HARDLINE WALL

SCALE: 1:5

MATERIAL SPECIFICATIONS:

ANGLES:

fy=250 MPa (36 KSI)

PLATE:

fy=250 MPa MIN.

NOTE: ALL NUMBERS AND DIMENSIONS ARE

IN MILLIMETERS UNLESS NOTED OTHERWISE

NOTE: ARCHITECTURAL FINISH TO BE

SPECIFIED BY A/E OR OTHERS

STUD WALL: SEE NOTES ON WOOD OR METAL

GYPSUM BOARD (OR OTHER FINISH

MATERIAL)

STRUCTURAL GRADE:

PLYWOOD: CLASS - ABX

E=10MPa (1500 PSI), Fb=8273 kPa (1200 PSI), Fv=965 kPa (140

PSI)

plywood

75 x 6 (3"x1/4") STEEL PLATE TOP & BOTTOM

& SIDES [BOTH SIDES OF WALL], ATTACH

WITH 6mm (#14) X 75 (65mm) HEX WASHER

HEAD SELF TAPPING SCREWS @ 100 O.C. INTO

RUNNER AND 400 O.C. INTO STUD

WOOD STUD WALL CONSTRUCTION: 38 x 140 (2" x 6" NOMINAL) WOOD STUDS @ 200 O.C. w: 38 x 140 (2" x 6" NOMINAL) WOOD HEAD AND SILL PLATES. FRAME WITH 3.4 (1.3") MINIMUM FRAMING NAILS, ANCHOR TOP AND BASE TRACK WITH 16 x 70 (5/8" x 2-1/2") DROP ANCHORS @ 400 O.C., MAXIMUM 75 mm TO EDGE OF WALL. PROVIDE MINIMUM 1-1/2" BITE

AT WOOD FRAMING FOR ALL FASTENERS FOR ADDITIONAL STEEL OR PLYWOOD SHEATHING.

METAL STUD WALL CONSTRUCTION: 41 x 150 x 1.9 (6" x 18 GA.) GALVANIZED STEEL C- studs @ 200 O.C. W/50 x 150 x 1.9 (2" x 6" x 18 GAUGE) TOP AND BASE TRACK. FRAME WITH 4.8mm x 12mm (#10 x 3/4") SELF DRILLING SCREWS, ANCHOR TOP AND BASE TRACK WITH 16 x 70 (5/8" x 2-1/2") DROP ANCHORS @ 400 O.C., MAXIMUM 75 mm TO EDGE OF WALL.

19mm (3/4") Nominal [18mm (23

32")ACTUAL MINIMUM

THICKNESS] PLYWOOD SHEET, ATTACH W/M6.3x40 (#14x1-5/8") SELF DRILLING SCREW (TYP) @150 O.C. MAX

(VERTICAL), 75 FROM EDGE & AT EACH STUD

5 MINUTE FE WALL - 1 LAYER EACH SIDE

OF STUD WALL WITH BAR

HPK-05N-DOS-14B

Buildings Operations

U.S. Department of State

Office of Overseas

SHEET:

DATE:

DWG.TITLE:

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0620. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

WARNING:

OBO/SEB SECURITY DETAILS

UNCLASSIFIED

SEPTEMBER 2024

_HPK-05N-DOS-14_FY25.DWG

UNCLASSIFIED 2 OF 4

STUD WALL

CEILING SLAB

FLOOR SLAB

ATTACK SIDE PROTECTED SIDE

1 SECTION - 5 MINUTE FE HARDLINE WALL

SCALE: 1:5

MATERIAL SPECIFICATIONS:

ANGLES:

fy=250 MPa (36 KSI)

PLATE:

fy=250 MPa MIN.

NOTE: ALL NUMBERS AND DIMENSIONS ARE

IN MILLIMETERS UNLESS NOTED OTHERWISE

NOTE: ARCHITECTURAL FINISH TO BE

SPECIFIED BY A/E OR OTHERS

STUD WALL: SEE NOTES ON WOOD OR METAL

ALTERNATE INSTALLATION:

PLYWOOD SHOWN ON THE PROTECTED

SIDE. PLYWOOD CAN BE INSTALLED ON

ATTACK SIDE IF ANCHORS THROUGH

PLATE ARE TACK WELDED*.

GYPSUM BOARD (OR OTHER FINISH MATERIAL)

STRUCTURAL GRADE:

PLYWOOD: CLASS - ABX

E=10MPa (1500 PSI), Fb=8273 kPa (1200 PSI), Fv=965 kPa (140

PSI)

plywood

WOOD STUD WALL CONSTRUCTION: 38 x 140 (2" x 6" NOMINAL) WOOD STUDS @ 200 O.C. w: 38 x 140 (2" x 6" NOMINAL) WOOD HEAD AND SILL PLATES. FRAME WITH 3.4 (1.3") MINIMUM FRAMING NAILS, ANCHOR TOP AND BASE TRACK WITH 16 x 70 (5/8" x 2-1/2") DROP ANCHORS @ 400 O.C., MAXIMUM 75 mm TO EDGE OF WALL. PROVIDE MINIMUM 1-1/2" BITE

AT WOOD FRAMING FOR ALL FASTENERS FOR ADDITIONAL STEEL OR PLYWOOD SHEATHING.

METAL STUD WALL CONSTRUCTION: 41 x 150 x 1.9 (6" x 18 GA.) GALVANIZED STEEL C- studs @ 200 O.C. W/50 x 150 x 1.9 (2" x 6" x 18 GAUGE) TOP AND BASE TRACK. FRAME WITH 4.8mm x 12mm (#10 x 3/4") SELF DRILLING SCREWS, ANCHOR TOP AND BASE TRACK WITH 16 x 70 (5/8" x 2-1/2") DROP ANCHORS @ 400 O.C., MAXIMUM 75 mm TO EDGE OF WALL.

19mm (3/4") Nominal [18mm (23

32")ACTUAL MINIMUM

THICKNESS] PLYWOOD SHEET, ATTACH W/ATTACH W/M6.3x40 (#14x1-5/8") SELF DRILLING SCREW (TYP) @150 O.C. MAX

(VERTICAL), 75 FROM EDGE & AT EACH STUD [1ST LAYER

PLYWOOD TO STUD]

19mm (3/4") Nominal [18mm (23

32")ACTUAL MINIMUM

THICKNESS] PLYWOOD SHEET, ATTACH W/M5 x 30 (#10 x 1 14" )

FLATHEAD SCREWS @300 O.C. EACH WAY [2ND LAYER PLYWOOD

TO PLYWOOD - ALTERNATE DIRECTION TO 1ST LAYER]

75 x 6 (3"x1/4") STEEL PLATE TOP & BOTTOM & SIDES [BOTH SIDES OF WALL], ATTACH WITH 6mm (#14) X 75 (65mm) HEX

WASHER HEAD SELF TAPPING SCREWS @ 100 O.C. INTO

RUNNER AND 400 O.C. INTO STUD*

5 MINUTE FE WALL - 2 LAYER EITHER SIDE

OF STUD WALL WITH BAR

HPK-05N-DOS-14D

Buildings Operations

U.S. Department of State

Office of Overseas

SHEET:

DATE:

DWG.TITLE:

This document is the property of the U.S. Government. Further reproduction and/or distribution is prohibited without the express written permission of:

Overseas Buildings Operations, U.S. Department of State, Washington, DC, 20522-0620. Information on this document is not to be altered except with the written approval of the individual whose seal appears hereon.

WARNING:

OBO/SEB SECURITY DETAILS

UNCLASSIFIED

SEPTEMBER 2024

_HPK-05N-DOS-14_FY25.DWG

UNCLASSIFIED 4 OF 4

HGW-15N-DOS-04A

HPK-60R-DOS-01A