As Builts pg 452-526.pdf

PDF 21 MB Posted May 11, 2022

Attached to: Repair Flight Simulator Facility, B108 Federal contract opportunity
Solicitation number: FA441822R0007
Issued by: Department of the Air Force Air Mobility Command

About this file

Written by GovTribe AI · Dec 27, 2023

This solicitation is for repair work on a flight simulator facility at Joint Base Charleston in South Carolina. The Department of the Air Force Air Mobility Command is seeking bids for project number DKFX 1098455/1073222 to provide labor, equipment, materials, and supervision to complete repairs to Flight Simulator Facility B108. The project magnitude is estimated between $5 million and $10 million. This solicitation is issued as a competitive 8(a) small business set-aside using trade-off procedures. The notice to proceed will be issued within 45 days of award. The North American Industry Classification System code is 236220 for commercial and institutional building construction, and the size standard is $39.5 million. Questions regarding this solicitation should be directed to the point of contact listed.

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Other files attached to Repair Flight Simulator Facility, B108, newest first.
File	Type	Posted
As Builts pg 557- 581.pdf	PDF	May 11, 2022
As Builts pg 377-451.pdf	PDF	May 11, 2022
Solicitation Amendment FA441822R00070002 SF 30.pdf	PDF	May 11, 2022
As Builts 558-606.pdf	PDF	May 11, 2022
As Builts pg 81-150.pdf	PDF	May 11, 2022
Bldg 108 Contractor Questions Answered Pre-proposal.xlsx	XLSX spreadsheet	May 11, 2022
As Builts pg 1-80.pdf	PDF	May 11, 2022
As Builts pg 226-300.pdf	PDF	May 11, 2022
Solicitation Amendment FA441822R00070001 SF 30.pdf	PDF	May 11, 2022
As Builts pg 527-556.pdf	PDF	May 11, 2022
As Builts pg 301-376.pdf	PDF	May 11, 2022
As Builts pg 151-225.pdf	PDF	May 11, 2022
JB Charleston - B108 Question and Answer Form.xlsx	XLSX spreadsheet	Apr 26, 2022
Solicitation - FA441822R0007.pdf	PDF	Apr 26, 2022
Attachment 4 - Green Procurement Recovered Materials Form.pdf	PDF	Apr 21, 2022
Attachment 2 - Specifications Vol 1 - Vol 2.pdf	PDF	Apr 21, 2022
Attachment 6 - Wage Determination SC20220023.pdf	PDF	Apr 21, 2022
Attachment 5 - AF Form 66 ( Schedule of Material Submittals).pdf	PDF	Apr 21, 2022
Attachment 3 - Performance Time Tabulation Form.pdf	PDF	Apr 21, 2022
Attachment 1 - Drawings - Pre-Construction Addendum1.pdf	PDF	Apr 21, 2022
Solicitation - FA441822R0007.pdf	PDF	Apr 21, 2022

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WHITE STRIPE

"N O

" S

WHITE STRIPE

BACK STOP BACK STOP

BRICK W

ALK

WHITE STRIPE

"NO PARKING" SIGN

HANDICAP PARKING

10199 Southside Blvd, Suite 103 Jacksonville, FL 32256 Phone (904) 543-0400 Fax (904) 543-0203 Web: www.pondco.com

Architects Engineers Planners

Naval Facilities Engineering Command

NAVFAC SOUTHEAST

NOTE: NAVFAC SHEET NUMBERS

15020384 AND 15020486

ARE NOT USED

th.

AIR

LIF

WIN

AIR

M M

Ar ch ite cts

En gin ee rs

Pla nn ers

P ar kw ay

L an e S ui te

N or cr os s, G

P ho ne (6

) 3

-7

Fa x

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-7

W eb : w w w

.p on dc o.

co m

B Y:

, F

R, N

RECORD DRAWING DATE

N av al F ac ili tie s

E ng in ee rin g

C om m an d N

C S

O U

CODE I.D. NO.

DRAWING SIZE: D

WON NO.

CONSTRN. CONTR. NO.

N69450-07-D-0055

NAVFAC DRAWING NO.

SHEET

B Y

C H

N A

O R

C E

O N

, S .C

C :\R ev it

Lo ca l\C -1

Fl ig ht S im ul at or

A R

C H

.rv t

Ch ec ke r

C O

S H

C -1

M U

R A

D D

G001

U B M

- 0

/ 0

DESIGN OF:

C-17 FLIGHT SIMULATOR ADDITION

CHARLESTON AIR FORCE BASE

CHARLESTON, SOUTH CAROLINA

CONTRACT NO.: N69450-07-D-0055

437th. AIR LIFT

WING

AIR

MOBILIT Y COM

MAN

D R

G R

SCALE: 1" = 80'-0"

SITE PLAN

15020385

W . H

IRCLE

MES

N. G

RAVES AVE

FENCE ON PROPERTY LINE

DORCHESTER ROAD

D R

D P

R O

GOOD STREET

LANGSTON STREET

PRINCE STREET

TAYLO

R STREE T

AVIATION ACCESS ROAD

FENCE ON PROPERTY LINE

N P

FENCE ON PROPERTY LINE

C FENCE

C FEN CE

N. O'NEAL AVE

W . H

I L L

HEN

D R

ITCHELL DR

MANNING

JONES

CIR

LAWSON DR TH

LAWSON DR

AVE

WHITECIR

BELLAMY

CIR

N. O'NEAL

KELLER DR BOI

R S T

ARTHU

R D

RI VE

STEWART AVE

E. H

ILL

S. GRAVES AVE.

SCOTT ST

W. SIMPSON ST.

SLOAN ST

N. DAVIS DR.

E. JACKSON DR

CHANCE DR

FRI CK

LAN

M O

R E

AVE

FRICK

H I

K A

AVE

L L

D R

W. JACKSON DR

GROSS

AVE

COBB

TOUHEY AVE

RICHARDSON

C K

A V E

G E

O N

RE ID ST

ARNOLD

CIR

LAMBS

ELEMENTARY

SCHOOL

C-124C-141

C-121

O U

AIR ST.

COMMAND ST.

DEFENSE ST.

4T H 5T

6T H

E STREET

D STREET

C STREET

B STREET

A STREET

PROP LINE TO ASHLEY RIVER

O A

Y R

I V

C-47

I A

E A S E

M E N

EASEMENT

S E

M E N

T x x x x x x x

E. JACKSON DR

W. JACKSON DR

BATSON

DR.

LONG ST.

N. DAVIS DR.

N. BATES ST.

R otating Beacon3 421'

PARK

CUSABEE TR

AIL

SHAWAWO

SOUTH AVIATION AVE.

S. O'NEAL AVE.

'N E A

L A V

E .

S. O'NEAL AVE.

ARTHUR DRIVE

ARTHUR D RIVE

ARTHUR DRIVE

SCARTON LANE

RANGE ROAD

RANGE R

OAD

N. DAVIS DR. N. G RAVES A VE.

N. G

RAVES AVE

S. DAVIS DR.

S. GRAVES AVE.

W . H

V D

E. S

PSON ST.

N. BATES ST.

S. BATES ST.

W . M cC A

W S

E .

M c C

S T .

E. M cC

AW ST.

ARTHUR DRIVE

U R

ARTHUR DRIVE

N. O'NEAL AVE

DORCHESTER ROAD

FLIG HT

LINE RD

SCHOOL

HUNLEY PARK HOUSING

ALASKA AVE.

ARKANSAS AVE.

GEORGIA AVE.

OLO

RAD

AV E .

IDAHO AVE.

DIANA

A V E .

KANSAS AVE.

MAR

D A

MICHIGAN AVE.

M I C

MISSISSIPPI AVE.

NEW YORK AVE.

NEW MEXICO AVE.

S. CAROLINA AVE.

RHODE ISLAND AVE.

NEVADA AVE.

OKLAHOMA AVE.

MONTANA AVE.

N. DAKOTA AVE.

TENN. AVE.

UTAH AVE.

WEST

ALASKA AVE.

ARYL AND

AVE.

VIRGINIA

AVE.

CHURCH

AVE.

AIR FORCE BASE

CHARLESTON

GEORGETOWN

BEACH

MYRTLE

WILMINGTON

CHARLOTTE

ORANGEBURG

FLORENCE

COLUMBIA

E o o p p p p op p o

SOUTH CAROLINA

NORTH CAROLINA

ATLA

NTIC OCEAN

o o

178 NORTH

SUMTER

CAFB

AUGUSTA

GREENVILLE

p p

SCALE (MILES)

20 40100

GEORGIA

SAVANNAH

SPARTANBURG

20p

CAFB

SCALE (MILES)

ASHLEY PHOSPHATE ROAD

AVIATION AVE.

CHARLESTON

NORTH

ISLAND

JOHNS

ATLANTIC OCEAN

FOLLY RIVER

HARBOR

CHARLESTON

ASHLE

RIVER

COOPER

STONO

MT. PLEASANT

JAMES ISLANDS

FOLLY BEACH

FT. JOHNSON ROAD

SAVANNAH HWY

MONTAGUE AVE.

REMOUNT ROAD

526p o o

52o

26p

WANDO RIVER

th.

AIR

LIF

WIN

AIR

M M

Ar ch ite cts

En gin ee rs

Pla nn ers

P ar kw ay

L an e S ui te

N or cr os s, G

P ho ne (6

) 3

-7

Fa x

) 3

-7

W eb : w w w

.p on dc o.

co m

B Y:

, F

R, N

RECORD DRAWING DATE

N av al F ac ili tie s

E ng in ee rin g

C om m an d N

C S

O U

CODE I.D. NO.

DRAWING SIZE: D

WON NO.

CONSTRN. CONTR. NO.

N69450-07-D-0055

NAVFAC DRAWING NO.

SHEET

B Y

C H

N A

O R

C E

O N

, S .C

C :\R ev it

Lo ca l\C -1

Fl ig ht S im ul at or

A R

C H

.rv t

F SR

F D

C -1

M U

R A

D D

G002

U B M

- 0

/ 0

ARCHITECTURAL SHEET INDEX

SHEET NUMBER SHEET NAME

A433 EXTERIOR WALL SECTIONS

A434 EXTERIOR WALL SECTIONS

A435 EXTERIOR WALL SECTIONS

A436 EXTERIOR WALL SECTIONS

A437 EXTERIOR WALL SECTIONS

A461 EXTERIOR PLAN DETAILS

A462 EXTERIOR PLAN DETAILS

A471 EXTERIOR ELEVATION DETAILS

A472 SECTION DETAILS

A481 ROOF DETAILS

A482 ROOF DETAILS

A483 ROOF DETAILS

A491 CURTAIN WALL ELEVATION & DETAILS

A492 CURTAIN WALL DETAILS

A501 ENLARGED STAIR PLANS AND SECTIONS

A502 ENLARGED STAIR PLANS AND SECTIONS

A521 ENLARGED ELEVATOR PLAN AND DETAILS

A551 TYPICAL STAIR DETAILS

A552 TYPICAL STAIR DETAILS

A621 ENLARGED TOILET PLANS & ELEVATIONS

A651 ADA STANDARDS TYPICAL MOUNTING HEIGHTS

A711 INTERIOR PLAN DETAILS

A712 INTERIOR PLAN DETAILS

A731 FLOOR PATTERN PLANS

A801 DOOR AND FRAME SCHEDULE

A802 FINISH SCHEDULES

ARCHITECTURAL SHEET INDEX

SHEET NUMBER SHEET NAME

A001 GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

A021 FIRST FLOOR LIFE SAFETY PLAN

A022 SECOND FLOOR LIFE SAFETY PLAN

A023 UL RATING DETAILS

A024 WALL TYPES

A061 ARCHITECTURAL SITE PLAN

A062 SCREEN WALL SECTIONS AND DETAILS

A101 FIRST FLOOR DEMOLITION PLAN

A102 SECOND FLOOR DEMOLITION PLAN

A201 FIRST FLOOR PLAN

A202 SECOND FLOOR PLAN

A251 ROOF PLAN

A301 FIRST FLOOR REFLECTED CEILING PLAN

A302 SECOND FLOOR REFLECTED CEILING PLAN

A401 EXTERIOR ELEVATIONS

A402 EXTERIOR ELEVATIONS

A403 ENLARGED NORTH ELEVATION

A404 ENLARGED WEST ELEVATION

A405 ENLARGED SOUTH ELEVATION

A411 BUILDING SECTIONS

A412 BUILDING SECTIONS

A413 BUILDING SECTIONS

A414 BUILDING SECTIONS

A430 EXTERIOR WALL SECTIONS

A431 EXTERIOR WALL SECTION

A432 EXTERIOR WALL SECTIONS

CIVIL SHEET INDEX

SHEET NUMBER SHEET NAME

C001 GENERAL NOTES, ABBREVIATIONS & LEGEND

C100 DEMOLITION PLAN

C101 SITE PLAN

C102 GRADING AND DRAINAGE PLAN

C103 EROSION AND SEDIMENT CONTROL PLAN - PHASE I

C104 EROSION AND SEDIMENT CONTROL PLAN - PHASE II

C105 EROSION AND SEDIMENT CONTROL PLAN - PHASE III

C106 UTILITY PLAN

C201 PIPE PROFILES & CONSTRUCTION DETAILS

C501 CONSTRUCTION DETAILS

C502 CONSTRUCTION DETAILS

C503 EROSION AND SEDIMENTATION CONTROL DETAILS

C504 EROSION AND SEDIMENTATION CONTROL DETAILS

C505 LANDSCAPE DETAILS

C506 CONSTRUCTION DETAILS

MECHANICAL SHEET INDEX

SHEET NUMBER SHEET NAME

M-001 MECHANICAL LEGEND AND ABBREV.

M-002 MECHANICAL GENERAL NOTES

M-100 MECHANICAL SITE PLAN

M-101 FIRST FLOOR MECH. PLAN

M-102 SECOND FLOOR MECH. PLAN

M-301 WST BAY MECHANICAL SECTION

M-302 MECHANICAL ROOM SECTION

M-401 MECH. ROOM PART PLAN

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-603 MECHANICAL FLOW SCHEMATICS

M-701 MECH. CONTROL SCHEMATICS

M-702 NOT USED

M-703 MECH. CONTROL SCHEMATICS

M-704 MECH. CONTROL SCHEMATICS

M-705 MECH. CONTROL SCHEMATICS

M-706 MECH. CONTROL SCHEMATICS

ELECTRICAL SHEET INDEX

SHEET NUMBER SHEET NAME

E001 ELECTRICAL LEGEND, ABBREVIATIONS & NOTES

E100 ELECTRICAL SITE PLAN

E101 FIRST FLOOR DEMO & EXISTING

E102 2ND FLOOR DEMO & EXISTING

E103 FIRST FLOOR POWER PLAN

E104 SECOND FLOOR POWER PLAN

E105 FIRST FLOOR LIGHTING PLAN

E106 SECOND FLOOR LIGHTING PLAN

E107 FIRST FLOOR SYSTEMS PLAN

E108 SECOND FLOOR SYSTEMS PLAN

E109 LIGHTNING PROTECTION PLAN

E501 LIGHT FIXTURE DETAILS

E502 ELECTRICAL DETAILS

E503 ELECTRICAL DETAILS

E601 ONE LINE DIAGRAM

E602 RISER DIAGRAMS

E603 RISER DIAGRAM & PANELBOARD SCHEDULES

PLUMBING SHEET INDEX

SHEET NUMBER SHEET NAME

P-001 PLUMING LEGEND AND NOTES

P-100 PLUMBING LEGEND & GEN. NOTES

P-101 FIRST FLOOR PLUMBING PLAN

P-102 SECOND FLOOR PLUMBING PLAN

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES & RISERS

STRUCTURAL SHEET INDEX

SHEET NUMBER SHEET NAME

S001 STRUCTURAL NOTES

S101 FOUNDATION PLAN

S102 2nd FLOOR FRAMING PLAN

S103 MAIN ROOF FRAMING PLAN

S104 HIGH ROOF FRAMING PLAN

S201 FRAMING ELEVATIONS

S202 FRAMING ELEVATIONS

S203 FRAMING ELEVATIONS

S301 FOUNDATION DETAILS

S302 FOUNDATION DETAILS

S303 SECTIONS AND DETAILS

S304 FRAMING DETAILS

S305 BRACING NOTES AND DETAILS

S306 FRAMING DETAILS

S501 TYPICAL BASE PLATE DETAILS

S502 TYPICAL CONCRETE AND MASONRY DETAILS

S601 STRUCTURAL DIAGRAMS

S602 WIND LOAD DIAGRAMS

CHARLESTON AIR FORCE BASESOUTH CAROLINA CHARLESTON, SC

LOCATION OF NEW CONSTRUCTION

BUILDING C-17

GENERAL SHEET INDEX

SHEET NUMBER SHEET NAME

G001 COVER SHEET

G002 INDEX OF DRAWINGS

D R

G R

FIRE PROTECTION SHEET INDEX

SHEET NUMBER SHEET NAME

F-001 FP LEGEND & GEN. NOTES

F-101 FIRST FLOOR ZONING PLAN

F-102 SECOND FLOOR ZONING PLAN

F-501 FP DETAILS

15020386

ARCHITECTURAL ABBREVIATIONS

A.F. ACCESS FLOORING

A.F.F. ABOVE FINISHED FLOOR

ACC. DR. ACCESS DOOR / PANEL

ADAAG AMERICAN WITH DISABILITIES ACCESSIBILITY GUIDELINES

ACCESS. ACCESSORIES

ADJ. ADJUST/ ADJUSTABLE

ACOUST. ACOUSTICAL

A.B. ANCHOR BOLT

ACT. ACTIVE

ANOD. ANODIZED

A.C. AIR CONDITIONING

AL / ALUM. ALUMINUM

A.B. ANCHOR BOLT

& AND

L ANGLE

APP. APPROVED

APPROX. APPROXIMATE

ARCH. ARCHITECTURAL

@ AT

AT / FP ANTI TERRORISM / FORCE PROTECTION

AVG. AVERAGE

A.W.I. ARCHITECTURAL WOODWORK INSTITUTE

B.H.M.I. BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION, INC.

BM. BEAM

BLKG. BLOCKING

BD. BOARD

BTM. BOTTOM

BLDG. BUILDING

B.U.R. BUILT-UP ROOFING

CH. CHANNEL

CPT. CARPET

CLG. CEILING

CLG. HT. CEILING HEIGHT

CTR. CENTER

CENTER LINE

C. TO C. CENTER TO CENTER

C.T. CERAMIC TILE

CLR. CLEAR

C.O. CLEANOUT

CLOS. CLOSET

CO. COMPANY

COL. COLUMN

CONC. CONCRETE

CORR. CORRIDOR

CMU CONCRETE MASONRY UNIT

CONF. CONFERENCE

CONST. CONSTRUCTION

CONT. CONTINUOUS

CONTR. CONTRACTOR

C.J. CONTROL JOINT

C.Y. CUBIC YARD

DET. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DISP. DISPENSER

DR. DOOR

DN. DOWN

D.S. DOWNSPOUT

DESC. DESCRIPTION

DWG. DRAWING

EA. EACH

ELEC. ELECTRICAL OR ELECTRIC

EL. ELEVATION

E.W.C. ELECTRIC WATER COOLER

E.R.D. EMERGENCY ROOF DRAIN

E.P. EPOXY PAINT

ENGR. ENGINEER

EQUIP. EQUIPMENT

EQ. EQUAL

EXIST. EXISTING

EXP. EXPANSION / EXPOSED

E.J. (EXP. JT.) EXPANSION JOINT

EXP. TO STRUCT. EXPOSED TO STRUCTURE

EXT. EXTERIOR

FAC. FACTORY

FDO FIRE DEPARTMENT CONNECTION

FT. FEET

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER CABINET

F.H.C. FIRE HOSE CABINET

FIN. FINISH

F. FLAT PAINT

F.F. FINISHED FLOOR

FLR. FLOOR

F.D. FLOOR DRAIN

FLUOR. FLUORESCENT

F.O.G. FACE OF GIRT

FTG. FOOTING

FDN. FOUNDATION

FV. FIELD VERIFY

GA. GAGE OR GAUGE

GALV. GALVANIZED

G.B.F. GYPSUM BOARD FURRING

G.L. GIRT LINE

G.P. GLOSS PAINT

GL. GLASS

GOVT. GOVERNMENT

G.R. GOVERNMENT

GYP. GYPSUM

GYP. BD. (GWB) GYPSUM BOARD

HKS HOOKS

HR. HANDRAIL

HDW. HARDWARE

HGT. HEIGHT

H. HIGH

H.P. HIGH POINT

H.M. HOLLOW METAL

HORIZ. HORIZONTAL

HB HOSE BIBB

H.V.A.C. HEATING VENTILATION & AIR CONDITIONING

IN. INCH

I.D. INSIDE DIAMETER

INSUL. INSULATION

INT. INTERIOR

JAN. JANITOR

J.C. JANITOR'S CLOSET

JT. JOINT

JST. JOIST

K.P. KICK PLATE

LAM. LAMINATE

LDG. LANDING

LAV. LAVATORY

L.H. LEFT HAND

LHR LEFT HAND REVERSE

LT. LIGHT

LTG. LIGHTING

LONG. LONGITUDINAL

LVR. LOUVER

L.P. LOW POINT

MAS. MASONRY

M.O. MASONRY OPENING

MGR. MANAGER

MANUF. MANUFACTURER

MATL. MATERIAL

MAX. MAXIMUM

MECH. MECHANICAL

MET. METAL

M.W.P. METAL WALL PANEL

MIN. MINIMUM

MISC. MISCELLANEOUS

N.I.C. NOT IN CONTRACT

NO. (#) NUMBER

NTS NOT TO SCALE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

O.C. ON CENTER

O.H. OPPOSITE HAND

OPNG. OPENING

O.W. OPEN WEB

OPP. OPPOSITE

O.D. OUTSIDE DIAMETER

OSHA OCCUPATIONAL SAFETY AND HEALTH ACT

OFOI OWNER FURNISHED OWNER INSTALLED

OFCI OWNER FURNISHED CONTRACTOR

INSTALLED

OVHD OVERHEAD

PDU POWER DISTRIBUTION UNIT

PT PAINT

PR. PAIR

PNL. PANEL

PART. PARTITION

PLAS. PLASTER

PLAS. PLASTIC

PL PLATE

PLYWD. PLYWOOD

LBS. OR # POUNDS

PSF POUNDS / SQUARE FOOT

PSI POUNDS / SQUARE INCH

P.M.J.F. PRE-MOLDED JOINT FILLER

PRE-FAB. PREFABRICATED

Q.T. QUARRY TILE

RAF RAISED ACCESS FLOOR

RECEP. RECEPTIONIST

REF. REFERENCE

REINF. REINFORCEMENT

REQ'D. REQUIRED

REV. REVISIONS / REVISED

R.D. ROOF DRAIN

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RM. ROOM

R.O. ROUGH OPENING

RB RUBBER BASE

RAF RAISED ACCESS FLOOR

SC SEALED CONCRETE

SCW SOLID CORE WOOD

SCHED. SCHEDULE

SECT. SECTION

S.G. SEMI-GLOSS PAINT

SSK SERVICE SINK

SHT. MET. SHEET METAL

SIM. SIMILAR

STC SOUND TRANSMISSION CLASS

SPEC. (S) SPECIFICATION

SFRM SPRAYED FIRE RESISTIVE MATERIAL

SQ. SQUARE

ST. STAIN

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURAL

SUSP. SUSPENDED

TOIL. / TLT TOILET

TEL. TELEPHONE

THK. THICK

T'HOLD THRESHOLD

TG TEMPERED GLASS

T/ TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE

TC TOP OF CURB

TOS TOP OF STEEL

TW TOP OF WALL

TU TOUCH-UP

TYP. TYPICAL

ULUL UNDERWRITERS LABORATORIES

UNFIN UNFINISHED

U.N.O. UNLESS NOTED OTHERWISE

VERT. VERTICAL

VEST. VESTIBULE

VCT VINYL COMPOSITION TILE

VCB VINYL COVE BASE

V.T.R. VENT THRU ROOF

W. WIDTH

W/ WITH

W.C. WATER CLOSET

WCO WALL CLEAN OUT

WD. WOOD

WDW. WINDOW

W.M.P. WIRE MESH PARTITION

W/O WITHOUT

W.R.G.B. WATER RESISTANT GYPSUM BOARD

W.S. WEATHERSTRIPPING

W.R.O. WINDOW ROUGH OPENING

YD. YARD

GENERAL NOTES:

1. THE DRAWINGS INDICATE THE GENERAL EXTENT OF WORK. THE DRAWINGS ARE NOT

INTENDED TO INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE FULL PERFORMANCE

AND COMPLETION OF THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.

2. THE ENUMERATION OF PARTICULAR ITEMS OF WORK IN ONE PORTION OF THE CONTRACT

DOCUMENTS SHALL NOT BE CONSTRUED TO EXCLUDE OTHER ITEMS NECESSARY OR IMPLIED

THEREFROM.

3. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PARTS OF THE WORK

SO THAT NO WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE CONDITION.

4. ALL WORK SHALL CONFORM TO APPLICABLE INDUSTRY AND MANUFACTURER'S

PUBLISHED STANDARDS FOR QUALITY OF MATERIALS AND WORKMANSHIP, AS WELL AS, ALL

REQUIREMENTS IN THESE DRAWINGS AND SPECIFICATIONS. ANY CONFLICTING

REQUIREMENTS OF THE SOURCES LISTED ABOVE SHALL BE BROUGHT TO THE ARCHITECT'S

ATTENTION PRIOR TO PROCEEDING WITH THE WORK.

5. THE CONTRACTOR SHALL PROTECT EXISTING, IN-PLACE, AND NEW WORK.

6. ALL WORK NOTED "N.I.C." IS NOT MEANT TO BE PART OF THE CONSTRUCTION SCOPE OF

WORK AGREEMENT.

7. THE CONTRACTOR SHALL PAY FOR AND COORDINATE THE REMOVAL AND LEGAL

DISPOSAL OF MATERIALS AND RUBBISH.

8. ONCE ON SITE, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SHALL VERIFY ALL

NEW AND EXISTING CONDITIONS, SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL

NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS

BEFORE COMMENCEMENT OF WORK.

9. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN, LARGE SCALE DETAILS GOVERN OVER

SMALL SCALE DETAILS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF

ANY DISCREPANCIES, OMISSIONS AND/OR CONFLICTS BEFORE COMMENCEMENT OF WORK.

10. UNLESS NOTED OTHERWISE, ALL GYPSUM BOARD SURFACES ARE TO RECEIVE ONE

PRIMER COAT AND TWO COATS OF PAINT.

11. DIMENSIONS NOTED AS 'HOLD' SHALL NOT VARY BY MORE THAN 1/8" FROM SIDE TO SIDE

OR FROM FRONT TO BACK, FINISHED SURFACE TO FINISHED SURFACE.

12. NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, AND ALTERATION

OPERATIONS SHALL BE APPLIED.

13. WALL AND/OR CEILING ASSEMBLIES THAT ARE IDENTIFIED WITH A FIRE RESISTIVE RATING

SHALL BE CONSTRUCTED AS DETAILED HEREIN.

14. DIMENSIONS SHOWN ARE TO FACE OF STUD OR CMU.

15. PROVIDE EXPANSION AND CONTROL JOINTS IN ALL WORK AS PER PRODUCT

MANUFACTURER'S STANDARDS.

16. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE

CODES, ORDINANCES AND REGULATORY AGENCIES AND SHALL OBTAIN NECESSARY

BUILDING AND FIRE PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION.

17. ALL INTERIOR FINISH MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF ALL

APPLICABLE CODES, ORDINANCES AND REGULATORY AGENCIES.

18. ALL DISSIMILAR METALS SHALL BE ISOLATED FROM EACH OTHER TO AVOID

MOLECULAR BREAKDOWN.

19. NOTES APPEAR ON VARIOUS SHEETS FOR DIFFERENT SYSTEMS AND MATERIALS.

SHEETS ARE TO BE REVIEWED AND NOTES ON ANY ONE SHEET ARE TO BE APPLIED TO

RELATED DRAWINGS AND DETAILS.

20. A FINISH INDICATION ON A WALL SHALL MEAN THE ENTIRE LENGTH AND HEIGHT OF

WALL IS TO BE FINISHED OR FIRE-RATED AS INDICATED.

21. WHEN NON-DIMENSIONED PARTITIONS APPEAR IN CONJUNCTION WITH DOOR

OPENINGS, THE DOOR WIDTH AND THE DOOR FRAME DETAILS DETERMINE THE LOCATION

OF ADJACENT WALLS AND FRAMES.

22. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. WHERE

SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT CANNOT BE DETERMINED, CONSULT

THE CONTRACTING OFFICER BEFORE PROCEEDING WITH THE WORK.

23. THE CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL FLOOR

AND WALL SLEEVES, CONDUIT AND ALL MECHANICAL, ELECTRICAL, PLUMBING, FIRE

PROTECTION, STRUCTURAL AND ARCHITECTURAL DRAWINGS.

24. PROVIDE ACCESS PANELS AS REQUIRED BY APPLICABLE CODES AND AS REQUIRED

FOR MECHANICAL EQUIPMENT AND PLUMBING WORK. ALL ACCESS PANELS SHALL BE

CONCEALED AND LOCATIONS SHALL BE REVIEWED WITH THE ARCHITECT PRIOR TO

PROCEEDING.

25. ALL PIPE DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS OR WALL

PARTITIONS SHALL BE INSTALLED IN A MANNER THAT WILL PRESERVE THE MOISTURE

RESISTIVENESS, FIRE RATING, AND STRUCTURAL INTEGRITY OF THE BUILDING.

26. DO NOT CUT INTO, REMOVE OR ALTER ANY STRUCTURAL MEMBER OR PORTION OF

THE FLOOR SYSTEM UNLESS IT IS SPECIFICALLY NOTED OR SHOWN ON THE STRUCTURAL

DRAWINGS.

27. INTERIOR PARTITION MOVEMENT CONTROL:

A. VERTICAL CONTROL JOINTS FOR ANY WALL LENGTH ARE TO OCCUR AT NOT MORE

THAN 30'-0" O.C. IN THE HORIZONTAL DIRECTION, UNLESS NOTED OTHERWISE.

B. THE TYPICAL MOVEMENT OF THE STRUCTURE DUE TO DEFLECTION AT THE

HEAD OF THE WALL CONSTRUCTION RUNNING TO THE UNDERSIDE OF THE

STRUCTURE SHALL BE PLUS OR MINUS 1/2".

28. CONTRACTOR SHALL PLAN HIS WORK TO PROVIDE ADEQUATE PROTECTION FOR

PERSONS AND PROPERTY AT ALL TIMES, AND EXECUTE THE WORK IN SUCH A MANNER TO

AVOID ANY HAZARD TO PERSONS AND PROPERTY AS NECESSARY.

29. CONTRACTOR SHALL COORDINATE THE PHASING OF THE WORK TO BE PERFORMED IN

OR ABOUT EXISTING FACILITIES, IF APPLICABLE, WITH GOVERNMENT OR ARCHITECT

PRIOR TO START OF SUCH WORK.

30. ALL 8" METAL STUD EXTERIOR WALL FRAMING SHALL BE 12" O.C. AT 8'-6" FROM

BUILDING CORNERS, AND AT 16" O.C. ELSEWHERE.

SYMBOLS:

A000

SECTION NUMBER

DWG. NO. WHERE

SECTION IS CUT

SECTION MARK

A000

ELEVATION NUMBER

DWG. NO. WHERE

ELEVATION IS DRAWN

BUILDING ELEVATION MARK

A000

ELEVATION NUMBER (TYP.)

DWG. NO. WHERE

ELEVATION IS DRAWN

INTERIOR ELEVATION MARK

DWG. NO. WHERE

ELEVATION IS DRAWN

CALLOUT HEAD

A000

DETAIL

NUMBER (TYP.)

AREA COVERED BY DETAIL

VIEW TITLES:

TITLE ON SHEET

SCALE

SECTION OR DETAIL NAME

SCALE 1A000

VIEW TITLE SECTION OR DETAIL VIEW TITLE

REFERENCED SHEET

SECTION OR DETAIL NUMBER

PLAN SYMBOLS:

XXX

DOOR TAG

WINDOW TAG ROOM TAG

ROOM NAME

XXX XX

PARTITION TYPE

MATERIALS IN SECTION - FILL PATTERNS:

EARTH

CONCRETE / GROUT SAND / E.I.F.S. / PLASTER / STUCCO

STEEL

MASONRY - CONCRETE BLOCK

MASONRY - BRICK

RIGID INSULATIONBATT INSULATION

EXPOSED & FINISHED WOOD TRIM

GYPSUM / PLASTER

PLYWOOD

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N av al F ac ili tie s

E ng in ee rin g

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CODE I.D. NO.

DRAWING SIZE: D

WON NO.

CONSTRN. CONTR. NO.

N69450-07-D-0055

NAVFAC DRAWING NO.

SHEET

B Y

C H

N A

O R

C E

O N

, S .C

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Lo ca l\C -1

Fl ig ht S im ul at or

A R

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N O

S, S

A N

O N

C -1

M U

R A

D D

A001

U B M

- 0

/ 0

D R

G R

15020402

90'-6"

'-0

73'-7"

67'-0"

54'-0"

FEC

EXISTING BUILDINGNEW CONSTRUCTION

FULL HEIGHT WALLS (NO RATING)

1-HR. RATED WALLS

1-HR. RATED WALLS W/ FULL HEIGHT THERMAFIBER

SOUND ATTENUATION FIRE BLANKET (SAFB)

LIFE SAFETY PLAN LEGEND

FULL HEIGHT WALLS (NO RATING) W/ FULL HEIGHT

THERMAFIBER SOUND ATTENUATION FIRE BLANKET

(SAFB)

45'-0" TRAVEL DISTANCE

FEC

FIRE EXTINGUISHER CABINET W/ 10LB. A: BS DRY-

CHEMICAL FIRE EXTINGUISHER

NOTE: FIRE EXTINGUISHERS SHALL BE INSTALLED

W/ TOP AT 4'-0" ABOVE FINISHED FLOOR. PROVIDE

STICK - ON LETTERING AND DIRECTIONAL ARROWS

TO IDENTIFY THE CABINET OR EXTINGUISHERS

LOCATION.

1 EXIT SIGN-

SEE ELECT. DWGS.

BRACKET - MOUNTED FIRE

EXTINGUISHER: 10LB. A:BC

DRY - CHEMICAL TYPE

EGRESS CLEAR WIDTH

BUILDING CODE SUMMARY, IBC 2003

COMMON BUILDING

OCCUPANCY TYPE

GROSS

BUILDING

AREA

CONSTRUCTION TYPE

FIRE RESISTANCE

MEANS OF

INGRESS / EGRESS

ASSEMBLY

MERCANTILE

INSTITUTIONAL (UNR)

HAZARDOUS

BUSINESS

RESIDENTIAL TYPE R-2

INSTITUTIONAL (R)

MIXED OCCUPANCY (SPEC. TYPES)

EDUCATIONAL

FACTORY-INDUS.

STORAGE S1

BUILDING HEIGHT: (55 FT.) - (0 IN.)

NO. OF STORIES: (1 OF 2)

SQ. FT.: (7,356 SF)

TYPE I

TYPE II B

TYPE III

TYPE IV

TYPE IV (UP)

TYPE V (P)

TYPE V (UP)

TYPE VI (P) TYPE VI (UP)

OCCUPANCY: TOTAL OCCUPANT LOAD:

WITHIN FIRE DISTRICT

ASSEMBLIES / COMPONENTS

TENANT SEPARATION

INTERIOR WALLS (BEARING)

EXTERIOR WALLS

FLOOR / CEILING

CEILING

COLUMNS / BEAMS / TRUSSES

ADA COMPLIANT

VERTICAL ACCESSIBILITY

PROVIDE CALCULATIONS FOR

EGRESS WIDTH AS PER TABLE 1004:

CORRIDORS: 55 PERSONS X .20 = 11 INCHES REQUIRED, 72 INCHES PROVIDED

SPRINKLED YES (X) NO (X) TYPE ( )

HOURLY RATINGS SYSTEM DESIGN

INTERIOR WALLS (NON-BEARING)

MAX. TRAVEL DISTANCE TO AN EXIT ALLOWED:

(300 FT. @ B OCC)

TOTAL EXITS: 3 MINIMUM WIDTH: (36 IN.)

(X)

( ) (X)

(X)

YES (X) NO ( )

YES ( ) NO ( )

BUSINESS: 34

YES ( ) NO (X)

1 HR UL U419/U906

1 HR NER - 258

STORAGE: 1

FIRST FLOOR TOTAL: 35

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N av al F ac ili tie s

E ng in ee rin g

C om m an d N

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CODE I.D. NO.

DRAWING SIZE: D

WON NO.

CONSTRN. CONTR. NO.

N69450-07-D-0055

NAVFAC DRAWING NO.

SHEET

B Y

C H

N A

O R

C E

O N

, S .C

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Lo ca l\C -1

Fl ig ht S im ul at or

A R

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R L

C -1

M U

R A

D D

A021

U B M

- 0

/ 0

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

FIRST FLOOR LIFE SAFETY PLAN

8 0 8

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

D R

G R

15020403

'-4

98'-9"

70'-0"

70'-6"

FEC

51'-0"

41'-6"

EXISTING BUILDINGNEW CONSTRUCTION

FULL HEIGHT WALLS (NO RATING)

1-HR. RATED WALLS

1-HR. RATED WALLS W/ FULL HEIGHT THERMAFIBER

SOUND ATTENUATION FIRE BLANKET (SAFB)

LIFE SAFETY PLAN LEGEND

FULL HEIGHT WALLS (NO RATING) W/ FULL HEIGHT

THERMAFIBER SOUND ATTENUATION FIRE BLANKET

(SAFB)

45'-0" TRAVEL DISTANCE

FEC

FIRE EXTINGUISHER CABINET W/ 10LB. A: BS DRY-

CHEMICAL FIRE EXTINGUISHER

NOTE: FIRE EXTINGUISHERS SHALL BE INSTALLED

W/ TOP AT 4'-0" ABOVE FINISHED FLOOR. PROVIDE

STICK - ON LETTERING AND DIRECTIONAL ARROWS

TO IDENTIFY THE CABINET OR EXTINGUISHERS

LOCATION.

1 EXIT SIGN-

SEE ELECT. DWGS.

BRACKET - MOUNTED FIRE

EXTINGUISHER: 10LB. A:BC

DRY - CHEMICAL TYPE

EGRESS CLEAR WIDTH

BUILDING CODE SUMMARY, IBC 2003

COMMON BUILDING

OCCUPANCY TYPE

GROSS

BUILDING

AREA

CONSTRUCTION TYPE

FIRE RESISTANCE

MEANS OF

INGRESS / EGRESS

ASSEMBLY

MERCANTILE

INSTITUTIONAL (UNR)

HAZARDOUS

BUSINESS

RESIDENTIAL TYPE R-2

INSTITUTIONAL (R)

MIXED OCCUPANCY (SPEC. TYPES)

EDUCATIONAL

FACTORY-INDUS.

STORAGE S1

BUILDING HEIGHT: (55 FT.) - (0 IN.)

NO. OF STORIES: (2 OF 2)

SQ. FT.: (6,659 SF)

TYPE I

TYPE II B

TYPE III

TYPE IV

TYPE IV (UP)

TYPE V (P)

TYPE V (UP)

TYPE VI (P) TYPE VI (UP)

OCCUPANCY: TOTAL OCCUPANT LOAD:

WITHIN FIRE DISTRICT

ASSEMBLIES / COMPONENTS

TENANT SEPARATION

INTERIOR WALLS (BEARING)

EXTERIOR WALLS

FLOOR / CEILING

ROOF / CEILING

COLUMNS / BEAMS / TRUSSES

ADA COMPLIANT

VERTICAL ACCESSIBILITY

PROVIDE CALCULATIONS FOR

EGRESS WIDTH AS PER TABLE 1004:

CORRIDORS: 30 PERSONS X .20 = 6 INCHES REQUIRED, 72 INCHES PROVIDED

SPRINKLED YES (X) NO ( ) TYPE (NFPA13 )

HOURLY RATINGS SYSTEM DESIGN

INTERIOR WALLS (NON-BEARING)

MAX. TRAVEL DISTANCE TO AN EXIT ALLOWED:

(300 FT. @ B OCC, 250 @ S1 OCC)

TOTAL EXITS: 2 MINIMUM WIDTH: 36 IN.

(X)

YES (X) NO ( )

YES ( ) NO ( )

BUSINESS: 8

YES ( ) NO (X)

1 HR UL U419/ UL U906

1HR NER - 258

SIM.

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Fa x

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-7

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RECORD DRAWING DATE

N av al F ac ili tie s

E ng in ee rin g

C om m an d N

C S

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CODE I.D. NO.

DRAWING SIZE: D

WON NO.

CONSTRN. CONTR. NO.

N69450-07-D-0055

NAVFAC DRAWING NO.

SHEET

B Y

C H

N A

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A R

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O N

D F

R L

C -1

M U

R A

D D

A022

U B M

- 0

/ 0

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

SECOND FLOOR LIFE SAFETY PLAN

8 0 8

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

D R

G R

15020404

2A 2B

1A 3B

1B 2B

1A 1B 3A 3B

1. FLOOR AND CEILING RUNNERS - (NOT SHOWN) - CHANNEL SHAPED, FABRICATED FROM

MIN 25 MSG CORROSION-PROTECTED STEEL, MIN WIDTH TO ACCOMMODATE STUD SIZE,

WITH MIN 1 IN. LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC

MAX.

2. STEEL STUDS - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION-PROTECTED

STEEL, MIN WIDTH AS INDICATED UNDER ITEM 4, MIN 1-1/4 IN. FLANGES AND 1/4 IN. RETURN, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT.

3. BATTS AND BLANKETS* - (REQUIRED AS INDICATED UNDER ITEM 4) - MINERAL WOOL BATTS, FRICTION FITTED BETWEEN STUDS AND RUNNERS. MIN NOM THICKNESS AS INDICATED UNDER

ITEM 4. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED

COMPANIES.

3A. BATTS AND BLANKETS* - (OPTIONAL) - PLACED IN STUD CAVITIES, ANY GLASS FIBER OR

MINERAL WOOL INSULATION BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE

BURNING CHARACTERISTICS AND/OR FIRE RESISTANCE. SEE BATTS AND BLANKETS (BKNV

OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES.

4. GYPSUM BOARD* - GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED

VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED

ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS

(MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE

BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON

OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND

HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A MIN

OF12 IN. THE THICKNESS AND NUMBER OF LAYERS FOR THE 1 HR, 2 HR, 3 HR AND 4 HR

RATINGS ARE AS FOLLOWS:

WALLBOARD PROTECTION ON EACH SIDE OF WALL

RATING

MIN STUD

DEPTH NO. OF LAYERS

& THKNS

OF PANEL MIN THKNS

OF INSULATION

(ITEM 3)

1 3-1/2 1 LAYER, 5/8 IN. THICK OPTIONAL

1 2-1/2 1 LAYER, 1/2 IN. THICK 1-1/2 IN.

1 1-5/8 1 LAYER, 3/4 IN. THICK OPTIONAL

2 1-5/8 2 LAYERS, 1/2 IN. THICK OPTIONAL

2 1-5/8 2 LAYERS, 5/8 IN. THICK OPTIONAL

2 3-1/2 1 LAYER, 3/4 IN. THICK 3 IN.

3 1-5/8 3 LAYERS, 1/2 IN. THICK OPTIONAL

3 1-5/8 2 LAYERS, 3/4 IN. THICK OPTIONAL

3 1-5/8 3 LAYERS, 5/8 IN. THICK OPTIONAL

4 1-5/8 4 LAYERS, 5/8 IN. THICK OPTIONAL

4 1-5/8 4 LAYERS, 1/2 IN. THICK OPTIONAL

4 2-1/2 2 LAYERS, 3/4 IN. THICK 2 IN.

CANADIAN GYPSUM COMPANY - 1/2 IN. THICK TYPE C, IP-X2 OR IPC-AR; WRC, 5/8 IN. THICK TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX OR WRC; 3/4 IN. THICK TYPE IP-X3, ULTRACODE, ULTRACODE SHC OR ULTRACODE WRC.

UNITED STATES GYPSUM CO - 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR WRC; 5/8 IN. THICK TYPE SCX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 IN. THICK TYPE IP-X3, ULTRACODE, ULTRACODE SHC OR ULTRACODE WRC.

USG MEXICO S A DE C V - 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR WRC; 5/8 IN. THICK TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC OR; 3/4 IN. THICK TYPE IP-X3, ULTRACODE, ULTRACODE SHC OR ULTRACODE WRC.

Fire Resistance Ratings - ANSI/UL 263

Design No. U419 October 09, 2003

Nonbearing Wall Ratings - 1, 2, 3 or 4 Hr (See Items 3 & 4)

4A. GYPSUM BOARD* - (AS AN ALTERNATE TO ITEM 4) - 5/8 IN. THICK, 2 FT. WIDE,

TONGUE AND GROOVE EDGE, APPLIED HORIZONTALLY AS THE OUTER LAYER TO

ONE SIDE OF THE ASSEMBLY. SECURED AS DESCRIBED IN ITEM 5. JOINT COVERING

(ITEM 7) NOT REQUIRED.

CANADIAN GYPSUM COMPANY - TYPE SHX.

UNITED STATES GYPSUM CO - TYPE SHX.

USG MEXICO S A DE C V - TYPE SHX.

5. FASTENERS - (NOT SHOWN) - TYPE S OR S-12 STEEL SCREWS USED TO ATTACH

PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS:

1 IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK

PANELS, SPACED 8 IN. OC WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8 IN. OC

ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. OC IN THE FIELD WHEN PANELS ARE

APPLIED VERTICALLY. TWO LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 AND

5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC.

SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-1/4 IN. LONG

FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC WITH SCREWS OFFSET 8 IN. FROM FIRST

LAYER. THREE-LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 IN., 5/8 IN. THICK

PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK

PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN., 5/8 IN. THICK

PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC. SCREWS

OFFSET MIN 6 IN. FROM LAYER BELOW. FOUR-LAYER SYSTEMS: FIRST LAYER- 1 IN.

LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN.

LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN.

LONG FOR 1/2 IN. THICK PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED

24 IN. OC. FOURTH LAYER- 2-5/8 IN. LONG FOR 1/2 IN. THICK PANELS OR 3 IN. LONG FOR

5/8 IN. THICK PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN 6 IN. FROM LAYER

BELOW.

6. FURRING CHANNELS - (OPTIONAL, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER

SYSTEMS) - RESILIENT FURRING CHANNELS FABRICATED FROM MIN 25 MSG

CORROSION - PROTECTED STEEL, SPACED VERTICALLY A MAX OF 24 IN. OC. FLANGE

PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE S-12

STEEL SCREWS. NOT FOR USE WITH ITEM 4A.

6A. STEEL FRAMING MEMBERS (NOT SHOWN)* - (OPTIONAL ON ONE OR BOTH SIDES,

NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) - AS AN ALTERNATE TO ITEM

6, FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW:

A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. 2-3/8 IN. WIDE BY 7/8 IN.

DEEP, SPACED MAX. 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO

STUDS AS DESCRIBED IN ITEM B. GYPSUM BOARD ATTACHED TO FURRING CHANNELS

AS DESCRIBED IN ITEM 5. NOT FOR USE WITH ITEM 4A.

B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING CHANNELS (ITEM 6A) TO

STUDS (ITEM 2). CLIPS SPACED MAX. 48 IN. OC., AND SECURED TO STUDS WITH NO. 8 X

1-1/2 IN. MINIMUM SELF-DRILLING, S-12 STEEL SCREW THROUGH THE CENTER

GROMMET. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. PAC

INTERNATIONAL INC - TYPE RSIC-1.

7. JOINT TAPE AND COMPOUND - VINYL OR CASEIN, DRY OR PREMIXED JOINT

COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER

LAYERS. PAPER TAPE, NOM 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND

OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY

BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE.

8. SIDING, BRICK OR STUCCO - (OPTIONAL, NOT SHOWN) - ALUMINUM, VINYL OR STEEL

SIDING, BRICK VENEER OR STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE

AGENCIES, INSTALLED OVER GYPSUM PANELS. BRICK VENEER ATTACHED TO STUDS

WITH CORRUGATED METAL WALL TIES ATTACHED TO EACH STUD WITH STEEL

SCREWS, NOT MORE THAN EACH SIXTH COURSE OF BRICK.

9. CAULKING AND SEALANTS* - (OPTIONAL, NOT SHOWN) - A BEAD OF ACOUSTICAL

SEALANT APPLIED AROUND THE PARTITION PERIMETER FOR SOUND CONTROL.

UNITED STATES GYPSUM CO - TYPE AS

*Bearing the UL Classification Mark

Through-Penetration Firestop Systems

System No. C-AJ-1045 April 30, 1998

(Formerly No. 323) F Rating - 3 Hr T Rating - 0 Hr

L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - Less Than 1 CFM/sq ft

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

WEIGHT (100-150 PCF) CONCRETE FLOOR OR MIN 5 IN. THICK REINFORCED LIGHTWEIGHT OR

NORMAL WEIGHT CONCRETE WALL. 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. THROUGH PENETRANTS ONE METALLIC PIPE, CONDUIT OR TUBING TO BE

INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP

SYSTEM. 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 10 IN. DIAM (OR SMALLER) SCHEDULE 5 (OR HEAVIER) STEEL

PIPE. THE ANNULAR SPACE SHALL BE MIN 5/8 IN. TO MAX 2-3/4 IN.

B. IRON PIPE NOM 2 IN. DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE. THE

ANNULAR SPACE SHALL BE MIN 5/8 IN. TO MAX 2-3/4 IN.

C. CONDUIT NOM 4 IN. DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC TUBING

OR NOM 6 IN. (OR SMALLER) STEEL CONDUIT. THE ANNULAR SPACE SHALL BE MIN

5/8 IN. TO MAX 3-1/4 IN.

D. COPPER TUBING NOM 2 IN. DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER

TUBING. THE ANNULAR SPACE SHALL BE MIN 5/8 IN. TO MAX 3-1/4 IN.

E. COPPER PIPE NOM 2 IN. DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER

PIPE. THE ANNULAR SPACE SHALL BE MIN 5/8 IN. TO MAX 3-1/4 IN.

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

A. PACKING MATERIAL MIN 4 IN. THICKNESS OF MIN 8 PCF MINERAL WOOL BATT

INSULATION FIRMLY PACKED INTO OPENING AS A PERMANENT FORM. PACKING

MATERIAL TO BE RECESSED FROM TOP SURFACE OF FLOOR OR 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. THICKNESS OF FILL MATERIAL

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

BOTH SURFACES OF WALL.

GENERAL ELECTRIC CO

SILICONE PRODUCTS DIV - PENSIL 100 CAULK FOR FLOORS AND WALLS.

SPECIFIED TECHNOLOGIES INC - PENSIL 100 SEALANT FOR FLOORS AND WALLS,

PENSIL 300 SEALANT FOR FLOORS AND WALLS AND PENSIL 300 S/L SEALANT FOR

FLOORS ONLY.

*BEARING THE UL CLASSIFICATION MARKING

1. Wall Assembly -- The fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features:

A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 3-1/2 in. wide and spaced max 24 in. OC.

B. Gypsum Board* -- One layer of 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam of opening is 6 in.

2. Metallic Sleeve -- Nom 6 in. diam (or smaller) Schedule 40 (or thinner) steel pipe cast into wall assembly with joint compound and installed flush with wall surface.

3. Cables -- Max 7/C No. 12 AWG cables with polyvinyl chloride jacket and insulation. Aggregate cross-sectional area of tightly bundled cable group to be 33 percent of the aggregate cross-sectional area of the opening. Cables to be rigidly supported on both sides of wall assembly.

4. Packing Material -- Min 2-3/4 in. thickness of min 4.0 pcf 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.

5. Fill, Void or Cavity Material* -- Sealant -- Min 1 in. thickness of fill material applied within the annulus, flush with both surfaces of wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF

HILTI INC -- FS-One Sealant *Bearing the UL Classification Mark

B. Gypsum Board* -- One layer of 5/8 in. thick gypsum wallboard, as specified in the individual Wall and Partition Design. Max diam of opening is 6 in.

2. Metallic Sleeve -- Nom 6 in. diam (or smaller) Schedule 40 (or thinner) steel pipe cast into wall assembly with joint compound and installed flush with wall surface.

5. Fill, Void or Cavity Material* -- Sealant -- Min 1 in. thickness of fill material applied within the annulus, flush with both surfaces of wall.

HILTI CONSTRUCTION CHEMICALS, DIV OF

HILTI INC -- FS-One Sealant *Bearing the UL Classification Mark

SECTION A-A

System No. W-L-3046 F Rating - 1 Hr

T Rating - 1/2 Hr

System No. W-L-2098 F Ratings - 1 and 2 Hr (See Item 1) T Ratings - 1 and 2 Hr (see Item 1)

L Rating At Ambient - Less Than 1 CFM/Sq Ft L Rating At 400 F - 4 CFM/Sq Ft

SECTION A-A

1. Floor Assembly - The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor-Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features:

A. Steel Floor And Form Units* - Max 3 in. deep galv steel fluted units.

B. Concrete - Min 2-1/2 in. thick reinforced concrete, as measured from the top plane of the floor units.

2. Wall Assembly - The 1 or 2 hr fire rated gypsum wallboard/steel stud wall assembly shall be constructed of the materials and in the manner described in the individual U400-Series Wall or Partition Design in the UL Fire Resistance Directory and shall include the following construction features:

A. Steel Floor And Ceiling Runners - Floor and ceiling runners of wall assembly shall consist of min 25 ga galv steel channels sized to accommodate steel studs (Item 2B). Ceiling runner to be provided with 2 in. flanges. Ceiling runner secured to valleys of steel floor units (Item 1A) with steel fasteners or welds spaced max 12 in. OC.

B. Studs - Steel studs to be min 2-1/2 in. wide. Studs cut 5/8 to 3/4 in.

less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment. Stud spacing not to exceed 24 in. OC.

C. Wallboard, Gypsum* - Wallboard sheets installed to a min total thickness of 5/8 in. or 1-1/4 in. on each side of wall for 1 and 2 hr rated assemblies, respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that a max 1 in. gap shall be maintained between the top of the wallboard and the bottom of the steel floor units and the top row of screws shall be installed into the studs 3-1/2 to 4 in.

below the lower surface of the floor.

3. Joint System - Max separation between bottom of floor and top of wall at time of installation of joint system is 1 in. The joint system is designed to accommodate a max 50 percent compression or extension from its installed width. The joint system consists of forming material and a fill material, as follows:

A. Forming Material* - Min 8 pcf density mineral wool batt insulation cut approx 25 percent wider than the flutes and with a length approx equal to the overall thickness of the wall. Multiple pieces stacked on top of each other, as needed, and then compressed 50 percent in thickness and inserted into the flutes of the steel floor units above the top of the ceiling runner. The mineral wool batt insulation is to project beyond each side of the ceiling runner, flush with wall surfaces. Nom 5/8 in. and 1-1/4 in. wide strips for 1 and 2 hr rated assemblies, repectively, of min 8 pcf mineral wool batt insulation are to be cut to fill the gap between the top of the wallboard and bottom of the steel floor units. The strips of mineral wool are compressed 50 percent and tightly packed, cut edge first, into the gap between the top of the wallboard and bottom of the steel floor units on both sides of the wall.

Rock Wool Mfg. Co. - Delta-8

B. Fill, Void or Cavity Material* - Min 1/8 in. wet thickness of fill material sprayed or troweled on each side of the wall to completely cover mineral wool forming material and to overlap a min of 1/2 in. onto wallboard and steel deck on both sides of wall.

HILTI, Inc. - CP 672 Firestop Spray or approved equal

*Bearing the UL Classification Marking

System No. HW-D-0042 Assembly Ratings 1 and 2 Hr (See Items 2 & 3A)

Joint Width - 1 In. Max Class 2 Movement Capabilities - 50% Compression or Extension th.

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CODE I.D. NO.

DRAWING SIZE: D

WON NO.

CONSTRN. CONTR. NO.

N69450-07-D-0055

NAVFAC DRAWING NO.

SHEET

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15020405

1. PARTITIONS ARE TYPE A3 FOR GWB PARTITIONS UNLESS OTHERWISE NOTED.

2. PARTITIONS ARE ACCOUSTICALLY RATED UNLESS OTHERWISE NOTED.

3. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO THE FACE OF FINISH.

4. INSTALLATION OF GYPSUM BOARD, BACKER BOARD, AND BASE BOARD SHALL

CONFORM TO REQUIREMENTS FOR FIRE RATINGS AND ACOUSTICAL RATINGS.

5. PROVIDE 5/8" GYPSUM BOARD UNLESS OTHERWISE NOTED.

6. PROVIDE 5/8" TYPE X GYPSUM BOARD AT FIRE RATED PARTITIONS.

7. GA (IF NOTED) AND UL TEST NUMBERS WILL VARY DEPENDING ON THE

MANUFACTURER OF COMPONENTS ACTUALLY USED.

8. SEE "INTERIOR PARTITION TYPE SUBSCRIPT KEY" FOR SYMBOLS USED TO IDENTIFY

ADDITIONAL REQUIREMENTS OR MODIFICATIONS TO BASIC PARTITION TYPES.

9. PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO

OTHER PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDED DETAILS AND IN COMPLIANCE WITH APPPLICABLE TESTING AGENCY

REQUIREMENTS.

10. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT/MOUNTING OF WALL

HUNG ITEMS OR EQUIPMENT DESCRIBED IN THE DOCUMENTS.

11. WHEN INSTALLING GYPSUM BOARD, CONTRACTOR SHALL COMPLY WITH

REQUIREMENTS OF THE MOST CURRENT EDITION OF THE GYPSUM ASSOCIATION

GA-600 FIRE RESISTANCE DESIGN MANUAL AND THE MOST CURRENT EDITION OF

THE UL FIRE RESISTANCE DIRECTORY.

12. PARTITIONS THAT ARE REQUIRED TO EXTEND TO THE DECK ABOVE SHALL HAVE

THE GWB CUT TO FIT WITHIN A 1/4" MAXIMUM TOLERANCE TO THE SHAPE OF THE

DECK ABOVE. GWB SHALL BE CONTINUOUSLY SEALED FOR THE FULL DEPTH OF

THE GWB WITH FLEXIBLE SEALANT.

13. GWB SHALL BE CUT SO THAT THE CLEARANCE BETWEEN METALLIC ELEC OUTLET

BOXES AND THE GWB DOES NOT EXCEED 1/8".

14. THE BOTTOM OF THE GWB AT INTERIOR PARTITIONS SHALL BE 1/4" MINIMUM AND

1/2" MAXIMUM ABOVE THE CONCRETE FLOOR SLAB AND SHALL BE SEALED FOR

THE FULL DEPTH OF THE GWB WITH FLEXIBLE SEALANT.

15. REFER TO LIFE SAFETY PLAN, FOR EXTENT OF WALL RATINGS

GENERAL NOTES

FOR WALLS / PARTITIONS A SERIES

NON COMBUSTIBLE

AVAILABLE FIRE

RESISTANCE: 1 HOUR

B SERIES

NON COMBUSTIBLE

NO FIRE RESISTANCE

RATING AVAILABLE

V SERIES

NON COMBUSTIBLE

NO FIRE RESISTANCE

RATING AVAILABLE

G SERIES

NON COMBUSTIBLE

AVAILABLE FIRE

RESISTANCE: 1 HOUR

M SERIES

NON COMBUSTIBLE

AVAILABLE FIRE

RESISTANCE: 1 HOUR

FLOOR OR ROOF ASSEMBLY

PER U.L. DESIGN NUMBER (SEE

THE PLAN REVIEW DATA FOR

THE APPROPRIATE U.L. DESIGN

NUMBER FOR THE FLOOR AND

ROOF ASSEMBLIES.

PACK WALL TIGHT DECK WITH

GROUT FOR FULL WIDTH OF

CONCRETE MASONRY UNIT OR

COMPLY WITH ONE SPECIFIC

TESTED "HEAD-OF-WALL JOINT

SYSTEM" INCLUDED IN THE U.L.

FIRE RESISTANCE DIRECTORY -

VOLUME 2. SELECTED SYSTEM

MUST BE PRE-APPROVED BY

ARCHITECT.

STRUCTURAL BRACE - SEE

STRUCTURAL

RATED CONCRETE MASONRY

UNIT (SEE FLOOR PLANS AND

"WALLS/PARTITIONS LEGEND"

FOR SIZE AND RATING OF

CONCRETE MASONRY UNITS)

CONCRETE FLOOR SLAB

INTERIOR PARTITION TYPE - A SERIES

INTERIOR PARTITION TYPE - B SERIES

INTERIOR PARTITION TYPE - W SERIES

INTERIOR PARTITION TYPE - G SERIES INTERIOR PARTITION TYPE - M SERIES

PARTITION SUBSCRIPT KEY

1/4" MINIMUM 1/2" MAXIMUM

3-5/8" (MINIMUM) METAL STUDS

@ 16" O.C. MAXIMUM

MINIMUM OF ONE LAYER OF

TYPE "X" GYP. BOARD ON EACH

SIDE ATTATHED TO COMPLY WITH

DESIGNATED TESTEDASSEMBLY

FLOOR OR ROOF ASSEMBLY

PER U.L. DESIGN NUMBER

(SEE THE PLAN REVIEW DATA

FOR THE APPROPRIATE U.L.

DESIGN NUMBER FOR THE FLOOR

AND ROOF ASSEMBLIES)

TYPE "X" GYP BD SHALL BE CUT

TO WITHIN 1/4" OF DECK FLUTES

AND SHALL BE SEALED TO DECK

WITH FLEXIBLE SEALANT

CEILING - SEE

FINISH SCHEDULE

MTL STUD RUNNERS

ATTACHED TO COMPLY

WITH DESIGNATED

TESTING ASSEMBLY

SEAL EACH LAYER OF

GYPSUM BOARD (ON EACH

SIDE OF WALL) TO FLOOR

WITH FLEXIBLE SEALANT

CONCRETE FLOOR SLAB

COMPLY WITH ALL REQUIREMENTS

OF THE DESIGNATED TESTING

ASSEMBLY.

1. TYPICAL ONE HOUR RATED WALL, ONE HOUR RATED

SMOKE WALL OR NON-RATED SMOKE TIGHT WALL

2. TYPICAL RATED AND/OR RATED SMOKE WALL USING

CONCRETE MASONRY UNITS (CMU)

SCALE: NTS SCALE: NTS

A024

NOTE: SUBSCRIPTS MAY APPLY TO ANY

PARTITION TYPE. (TYPE A3 IS USED

ABOVE AS AN EXAMPLE)

SUBSCRIPT N

NO ACOUSTICAL

INSULATION.

PARTITION TO

DECK ABOVE

NO SUBSCRIPT

PARTITION TO

DECK ABOVE

W/ ACOUSTICAL

INSULATION

A3 A3

GYPSUM BOARD

ONE LAYER

MTL FURRING @ 1'-4" O.C.

SUBSTRATE

NOTE:

EXTEND GYPSUM BOARD 4"

ABOVE CEILING UNLESS

OTHERWISE NOTED

PLAN VIEW

PTN

TYPE

STUD

WIDTH

PTN

WIDTH NOTES

V1 7/8" 1 1/2"

PTN

TYPE

STUD

WIDTH

PTN

WIDTH NOTES

B2 1 5/8" 2 1/4"

MTL STUDS @ 1'-4" O.C.

GYPSUM BOARD

PLAN VIEW

NEW OR

EXISTING WALL

REFER TO FLOOR PLAN FOR

FURRING SIDE AS TAGGED

PTN

TYPE

STUD

WIDTH

PTN

WIDTH

1 HOUR

CONSTR. TESTS

STC

W/O

INSUL

INSUL.

NOTES

PTN

TYPE

STUD

WIDTH

PTN

WIDTH

1 HOUR

CONSTR. TESTS

STC

W/O

INSUL

INSUL.

NOTES

PTN

TYPE

ACT.

WIDTH

NOM.

WIDTH

AVAILABLE RATINGS

STC

W/O

INSUL

INSUL.

NOTES

PTN

TYPE

ACT.

WIDTH

STC

W/O

INSUL

INSUL.

NOTES

A8.1

3 5/8"

4 7/8"

7 1/4"

8 5/8"

UL DES # U419

40-44

45-49

1-HOUR RATING

1-HOUR RATING;

(1) LA. TYPE X GWB (1 SIDE ONLY)

2 1/2"

GA FILE # WP7008

UL DES # U469

GA FILE # WP7008

UL DES # U469

GA FILE # WP7008

UL DES # U469

NA 45-49

M10

M12

1 5/8"

3 5/8"

5 5/8"

7 5/8"

NONE

1HR

(SOLID BLOCK)

1 HR, 2HR, 3HR

(SOLID BLOCK ONLY)

1 HR, 2HR, 3HR, 4HR

(SOLID BLOCK ONLY)

SEE DET. 2 THIS SHT.

1" SHAFTWALL LINER BOARD

GYPSUM WALLBOARD

MTL C-H STUDS @ 1'-4" O.C.

INSUL AT ACOUSTIC

RATED PARTITIONS

5/8" FIRECODE "C" GWB

PLAN VIEWPLAN VIEW

GYPSUM WALLBOARD

ONE LAYER EACH SIDE

MTL STUDS @ 1'-4" O.C.

R-19 BATT INSULATION

AT EXT. WALL ONLY

PLAN VIEW

STANDARD WEIGHT CMU, FACE

SHELL THICKNESS AS REQ'D

FOR FIRE RESISTANCE RATING

REFER TO FLOOR PLAN FOR

FURRING SIDE AS TAGGED

(SOUND ATTENUATION

FIRE BLANKETS (SAFB)

AT INTERIOR WALLS -

SEE FLOOR PLANS.)

A024

A3.1 3 5/8" 4 7/8" UL DES # U419 40-44 45-49 1-HR. RATING W/ FULL HEIGHT

THERMAFIBER SOUND ATTENUATION

FIRE BLANKET (SAFB)

NO RATING W/ FULL HEIGHT

THERMAFIBER SOUND ATTENUATION

FIRE BLANKET (SAFB)

A3.2 3 5/8" 4 7/8" UL DES # U419 40-44 45-49 1-HR. RATING

6" "J" SHAPED RUNNER

6" C-H SHAPED STUDS

1" F.R. GWB

5/8" F.R. GWB

HOR. SHAFT

CEILING SYSTEM

PER NER-258

ELEV. 127'-0"

CEILING HEIGHT

6" "J" SHAPED RUNNER

6" C-H SHAPED STUDS

1" F.R. GWB

5/8" F.R. GWB

HOR. SHAFT

CEILING SYSTEM

PER NER-258

ELEV. 127'-6"

TOP OF WALL

ELEV. 127'-0"

CEILING HEIGHT

th.

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SCALE: 1 1/2" = 1'-0" A302

STAIRWELL / RATED CEILING 1

SCALE: 1 1/2" = 1'-0" A521

ELEVATOR SHAFT / RATED CEILING 2

1 0 1

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

D R

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15020406

WHITE STRIPE

"N O

WHITE STRIPE

BACK STOP BACK STOP

BRICK W

ALK

WHITE STRIPE

"NO PARKING" SIGN

HANDICAP PARKING

BUILDING ADDITION

14,015 S.F.

EXISTING BUILDING

A062

A062 2 Sim th.

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WON NO.

CONSTRN. CONTR. NO.

N69450-07-D-0055

NAVFAC DRAWING NO.

SHEET

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SCALE: 1" = 30'-0"

SITE PLAN

15020407

EXISTING BUILDING

EXTENT OF EXISTING WALL &

FOOTING TO BE REMOVED

SEE NOTES #1 & #2

63' - 11" ±

EXTENT OF EXISTING WALL TO

REMAIN

36' - 2" ±

EXTENT OF NEW BRICK

SCREEN WALL

R 14' - 0"

EXTENT OF EXISTING

WALL TO REMAIN

A062

A062 7 3

A062

SEE NOTES #1 & #2

8'-0" MAX. (TYP.)

A062

- 0

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File details come from the government source that posted it. Updated May 11, 2022.