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ISSUED FOR: PROPOSAL PURCHASE AS BUILT

FACILITY NAME/LOCATION:ITEM NAME: PURCHASER/LOCATION:

ITEM TAG NO.: JOB NO.:

SERVICE: PURCHASER ORDER NO.:

UNIT: SUPPLIER/LOCATION:

P&ID NO.: SUPPLIER ORDER/SERIAL NOS.: /

BLAST RESISTANT BUILDING CONSTRUCTION:

BUILDING RESPONSE RANGE: LOW MEDIUM HIGH

BUILDING STRUCTURAL SYSTEM: NOTE: CHECK CONSTRUCTION TYPE FROM EACH COLUMN BELOW. PROVIDE DETAILS ON BACK PAGE IF

NECESSARY.

CAST-IN-PLACE CONCRETE CAST-IN-PLACE CONCRETE CAST-IN-PLACE CONCRETE

HOT-ROLLED STEEL PRECAST CONCRETE PRECAST CONCRETE

PRE-ENGINEERED METAL TILT-UP CONCRETE SINGLE SHEET METAL PANEL

LOAD BEARING WALL SINGLE SHEET METAL PANEL INSULATED METAL SANDWICH PANEL

INSULATED METAL SANDWICH PANEL INSULATED METAL DECK

REINFORCED MASONRY/CMU COMPOSITE CONCRETE DECK

OTHER: OTHER: OTHER:

FRAGMENT RESISTANT REQUIRED: YES NO

BLAST LOAD DESIGN REQUIREMENTS:

FOR EACH LOAD CASE DEFINED IN "TABLE A" AND REFERENCING "FIGURE A" ON PAGE 2, THE BLAST ON EACH SURFACE SHALL BE

DETERMINED USING PROCEDURES PROVIDED IN ASCE "DESIGN OF BLAST RESISTANT BUILDINGS IN PETROCHEMICAL FACILITIES",

CHAPTER 3 BASED ON THE PEAK SIDE-ON PRESSURE AND CORRESPONDING DURATIONS OR IMPULSES.

TABLE A - BLAST LOAD PARAMETERS, NOTES 1, 2, 3

NOTES FOR TABLE A:

1. BLAST LOADS SHALL BE COMPUTED AT THE WALL NEAREST THE BLAST CENTER.

2. ROOF SHALL BE CONSIDERED LOADED BY THE PEAK SIDE-ON PRESSURE.

3. DEPENDING ON THE LOAD SHAPE, SOME OF THE PARAMETERS MAY NOT BE APPLICABLE.

4. EACH LOAD CASE MAY SEE A DIFFERENT REFLECTED WALL. INDICATE THE WALL (N, S, E, OR W) FACING THE BLAST FOR THE CURRENT LOAD CASE.

5. INDICATE ANGLE OF BLAST SOURCE (IN DEGREES) MEASURED FROM THE LINE NORMAL TO THE REFLECTED WALL.

NO. DATE REVISION DESCRIPTION BY APVD.

PAGE 1 OF 3

OCTOBER 2006

DATA SHEET ASSOC. PIP

STC01018STC01018-DM

BLAST RESISTANT BUILDINGS

(SI UNITS)

WALLFRAME

LOAD SHAPE AND ANGLE

A , Bα,

NOTE 5 T1 T2 T3 T4

LOADCASE,

NOTE 4DESCRIPTION

REFLECTEDWALL,

NOTE 4(N, S, E, OR W)

ROOF

PEAK SIDE-ON PRESSURE,MPA

P1 P2

DURATION,MSEC

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FIGURE A - LOAD SHAPES AND BUILDING ORIENT ATION

BLAST DOOR REQUIREMENTS:

TABLE B SUMMARIZES THE DESIGN REQUIREMENTS FOR EACH BLAST DOOR LOCATED IN THE EXTERIOR WALLS:

TABLE B - BLAST DOORS

PERFORMANCE

CATEGORY- SEE PIPSTC01018, TABLE 9

(I, II, III, IV)

OCTOBER 2006

DATA SHEET ASSOC. PIP

STC01018STC01018-DM

PAGE 2 OF 3BLAST RESISTANT BUILDINGS

(SI UNITS)

BLAST DOOR IDOR NO.

BUILDING FACE WHEREDOOR IS LOCATED(N, S, E, W)

P r e s s u r e

BuildingPlan View

Load Shape A Load Shape B

P r e s s u r e

Reflected Wall (N,S,E, or W)

Direction of Blast

Duration Duration

P1

P2, T2

P1, T1

T2

P2, T3

T4 T3T1

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FOUNDATION TYPE AND GEOTECHNICAL REQUIREMENTS: (REFER TO PIP CVS02010 )

MAT FOUNDATION:

ULTIMATE NET BEARING CAPACITY: KN/M² AT DEPTH: M

DYNAMIC MODULUS OF SUBGRADE REACTION: KN/M 3

SLIDING FRICTION COEFFICIENT:

PASSIVE PRESSURE COEFFICIENT:

SPREAD FOOTING FOUNDATION:

ULTIMATE NET BEARING CAPACITY: KN/M² AT DEPTH: M

SLIDING FRICTION COEFFICIENT:

PASSIVE PRESSURE COEFFICIENT:

PILE - SUPPORTED FOUNDATION:PILE DESCRIPTION:

MAXIMUM VERTICAL PILE CAPACITY: KN

MAXIMUM HORIZONTAL PILE CAPACITY: KN

VERTICAL PILE SPRING CONSTANT: KN/M

HORIZONTAL PILE SPRING CONSTANT: KN/M

OTHER REQUIREMENTS:

BLAST VALVES BLAST ATTENUATORS

OTHER REQUIREMENTS:

OCTOBER 2006

DATA SHEET ASSOC. PIP

STC01018STC01018-DM

PAGE 3 OF 3BLAST RESISTANT BUILDINGS

(SI UNITS)