74_SP101_R1_AMENDMENT 010.pdf

AA

ANNEX

ANNEX

ANNEX

SP101

A3

(TYP)

1 HOUR INTUMESCENT MASTIC FIRE-RESISTIVE COATING

ON COLUMNS AND REMAINING STRUCTURAL MEMBERS

SUPPORTING THE FLOOR DECK ABOVE (SUCH AS BEAMS).

1-HOUR FIRE RESISTANCE RATED WALL (SEE LIFE SAFETY

SHEETS)

SLAB, SEE STRUCTURAL

SHEETS

STEEL BEAM, SEE

STRUCURAL SHEETS

INTUMESCENT MASTIC

FIRE-RESISTIVE COATING

STEEL DECK, SEE

STRUCTURAL SHEETS

FOR SIZE

SEE STRUCTURAL

SHEETS FOR DEPTH

STEEL COLUMN

INTUMESCENT MASTIC

FIRE-RESISTIVE COATING

STAIR

003B

CORRIDOR

M103

D3B

SP101

EXISTING WD T&G FLOOR

EXISTING STEEL BEAM,

SEE STRUCTURAL SHEETS

INTUMESCENT MASTIC

FIRE-RESISTIVE COATING

EXISTING 10" WD JOISTS

FIRE RATED

SEALANT

MINERAL WOOL

INSULATION

ELASTOMERIC

SPRAY FIRESTOP

RATED CEILING

TYPE C1

20 GA Z-CLIPS AT 24"

OC, FASTEN BEFORE

APPLICATION OF

SPRAY FIREPROOFING

1'-0"

PROVIDE FIREPROOFING

ON ADJACENT WOOD

JOISTS AND T&G FLOOR

FOR 12" BEYOND BEAM

EXISTING WD T&G

FLOOR

EXISTING STEEL

BEAM

INTUMESCENT MASTIC

FIRE-RESISTIVE

COATING

EXISTING 10" WD

JOISTS

PROVIDE

FIREPROOFING ON

ADJACENT WOOD

JOISTS AND T&G

FLOOR FOR 12"

BEYOND BEAM

RATED SHAFT WALL

TYPE 1G

A

DETAIL

B

DETAIL

CL

RATED CEILING

TYPE C1

D3A

SP101

SATISFACTORY TO DATE

APPROVED

FOR COMMANDER NAVFAC

SEAL

A

B

C

D

1 2 3 4 5

1 2 3 4 5

A

B

C

D

SHEET

NAVFAC DRAWING NO.

DESIGNER

DRAWN BY

CHECKED BY

OF

EPROJECT NO.:

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DRAWFORM REVISION: 14 SEP 2023

DESIGN MANAGER

PROJECT MANAGER

FEAD/PM&E

FIRE PROTECTION

N A

V A

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UNCLASSIFIED

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ACTIVITY

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-M E

S P

PLAN

NORTH

1/8" = 1' - 0" 0 5' 10' 15' 30'

1 1/2" = 1' - 0" 0 6" 1' 2'3" 9"

3" = 1' - 0" 0 3" 6" 1'

GENERAL NOTES

GRAPHIC SCALE(S)

KEY PLAN

KEYNOTES

LEGEND

1. PROVIDE FIREPROOFING TO MAINTAIN INTERNATIONAL BUILDING

CODE (IBC), TYPE IIIB CONSTRUCTION.

2. STRUCTURAL COMPONENTS ARE AS DEFINED BY THE 2021 IBC.

3. MEMBERS ARE CONSIDERED UNRESTRAINED FOR PURPOSES OF

DETERMINING FIRE RESISTANT MATERIAL THICKNESS. THICKNESS

OF FIREPROOFING WILL BE BASED ON MANUFACTURER'S

RECOMMENDATIONS TO ACHIEVE THE REQUIRE RATING.

4. SEE SHEET AE001 FOR WALL AND CEILING TYPES.

5. SEE SHEET AE002 FOR FIRESTOPPING OF JOINTS AND

PENETRATIONS.

6. PIPES, WIRES, CONDUITS, DUCTS, OR OTHER UTILITIES MUST NO BE

EMBEDDED IN THE REQUIRED FIREPROOFING DEPTH.

7. FRAMING SHOWN ON THE SP SHEETS IS FOR REFERENCE ONLY AND

TO ESTABLISH GENERAL FIRE RESISTANCE RATING INTENT. REFER

TO THE STRUCTURAL FRAMING PLANS FOR THE FRAMING LAYOUT

AND FOR MEMBER SIZING.

8. WHEN A RATING IS INDICATED FOR A STRUCTURAL MEMBER, THIS

RATING MUST EXTEND FOR THE FULL LENGTH/HEIGHT OF THE

MEMBER AND MUST INCLUDE PROTECTION OF ITS CONNECTIONS TO

OTHER STRUCTURAL MEMBERS.

9. WHEN A RATING IS INDICATED FOR A STRUCTURAL MEMBER, NON-

RATED MEMBERS CONNECTING TO THE RATED MEMBERS MUST BE

PROTECTED AS REQUIRED FOR THE RATED MEMBER FOR 12 INCHES

BEYOND THE RATED MEMBER UNLESS NOTED OTHERWISE.

10. REFER TO UL LISTINGS FOR THE FULL DESIGN CRITERIA.

11. DO NOT CONCEAL FIREPROOFING PRIOR TO INSPECTION AND

ACCEPTANCE BY CONTRACTING OFFICER.

SCALE: 1/8" = 1'-0"

A1

FIRE PUMP FIREPROOFING PLAN

MATCH LINE

SCALE: 1 1/2" = 1'-0"

D1

1 HOUR RATED FLOOR ASSEMBLY UL D925

SCALE: 3" = 1'-0"

C3

1 HOUR RATED HSS COLUMNS UL X771

SCALE: 1/8" = 1'-0" (90.1 Appendix G 105) A3

NORTHEAST STAIR FIREPROOFING PLAN

SCALE: 1 1/2" = 1'-0"

D3

1 HOUR RATED BEAM

M A

R K

D E

S C

R

IP

T

IO

N D

A T

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P P

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IN

A L

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B M

IS

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IO

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1/

R

S H

A

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/2

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S H

FIREPROOFING AT BEAMS, BRACING, AND COLUMNS SUPPORTING

DECK ABOVE. SEE FRAMING PLANS FOR LAYOUT AND REFER TO

DETAILS C3 AND D1/SP101.

FIREPROOFING AT BEAMS AT UNDERSIDE OF SECOND FLOOR DECK.

REFER TO DETAIL D3/SP101.