25R0002_Amend0003-SOWAtchB-ConceptDrawings.pdf

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:3

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

G-001

D e s ig n e d

B y

D e s ig n e r

D ra w n

B y

A u th o r

C h e c k e d

B y

C h e c k e r

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

C O

V E

R S

H E

E T

RENOVATE B2245/48/49

FAIRCHILD AIR FORCE BASE

SPOKANE, WASHINGTON

RFP CONCEPT DESIGN - FINAL

NOT FOR CONSTRUCTION

FEBRUARY 15, 2023

CONTRACT NUMBER: FA462018DB002

PROJECT NUMBER: FA462022F0060

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

SOW Attachment B - Amend 0003 - Concept Drawings 30 APR 2025

24'X60' TEMPORARY

MODULAR OFFICE TRAILER,

TYPICAL

TEMPORARY PEDESTRIAN

CONNECTIONS BETWEEN

OFFICE TRAILERS, CONNECT

TO EXISTING SIDEWALKS AT

PARKING AREA

CONNECT TEMPORARY

FACILITIES TO UTILITIES

ON W. CASTLE STREET

W . C

A S

T L E

S T

R E

E T

W . B

O N

G S

T R

E E

T

FOULIS AVENUE

DOOLITTLE AVENUE

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

:3 5:

A

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

TEMP

D e s ig n e d

B y

D e s ig n e r

D ra w n

B y

A u th o r

C h e c k e d

B y

C h e c k e r

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

U n n a m e d

S y m b o l D e s c ri p ti o n

D a te

S it e P la n

T e m p o ra ry O ff ic e T ra ile rs

B2248

B2249

B

TEMPORARY

EXPANDED PARKING

ZONE (EMPLOYEE)

(EXISTING PARKING LOT)

TEMPORARY CUSTOMER

PARKING ZONE

PLAN

NORTH

1. TEMPORARY FACILITIES SITE PLAN IS FOR REFERENCE

ONLY, CONTRACTOR IS RESPONSIBLE FOR COORDINATING

LOCATION AND CONNECTION OF REQUIRED FACILITEIS

2. TEMPORARY OFFICE FACILITIES TO BE COORDINATED WITH

FAIRCHILD AFB, CONTRACTOR TO VERIFY NUMBER OF

PERSONNEL TO BE DISPLACED DUE TO CONSTRUCTION &

PROVIDE ADEQUATE SWING SPACE TO ENSURE

CONTINUOUS OPERATION

TEMPORARY FACILITIES NOTES

FA462025R0002

R C

RC

RC

R

J

R C

R C

R C

R C

R C

R C

R C

R C

SY

MB

OL

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

OV

ED

DRAWING NO:

Da te

: N

OV

, 2

W

JA

P ro jec t N o:

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

Pr oj ec t N o:

FA

F0

CONCEPT DESIGN SUBMITTAL - NOVEMBER 28, 2022

W S P

U

S A

I n c

F e d e r a l

W a y

W

A t h

A v e n u e

S o u t h

S u i t e

T E L

F A X

CD101

D e s i g n e d

B y

D e s i g n e r

D r a w n

B y

A u t h o r

C h e c k e d

B y

C h e c k e r

RE

PA

IR

/ R

EN

OV

AT

E

B2

5- 8-

FA

IR

CH

IL

D

AF

B, W A

D E

M O

L I T

I O

N

P

L A

N

S y m b o l

D e s c r i p t i o n D a t e

LEGEND:

DEMOLISH ASPHALT

PAVEMENT

DEMOLISH CONCRETE

PAVEMENT

DEMOLISH FENCED

A/C ENCLOSURE

DEMOLISH EXISTING

POWER VAULTS AND

TRANSFORMERS

DEMOLISH

EXISTING TREES

TRUE

NORTH

N

1" = 30' feet

603030 0 scale

FA462025R0002

SOW Attachment B - Amend 0003 - Concept Drawings 30 APR 2025

1161298499C Polygonal Line

1161298499C Callout In addition, demolish all existing paved surfaces surrounding the facility.

1161298499C Callout Steam vaults to remain.

1161298499C Line

1161298499C Callout Sidewalks to remain.

1161298499C Line

RC

RC

R

J

R C

R C

R C

R C

R C

R C

R C

R C

A D

A

A D

A

A D

A

A D

A

A D

A

A D

A

TRANSFORMER

GENERATOR

CHILLER, REFER

TO MECHANICAL

TRANSFORMER

MECHANICAL YARD

DOCK

SCREENED

DUMPSTER

ENCLOSURE

ELECTRICAL YARD

SD

SD

S D

S

D

S

D

S

D

S

D

S

D

S

D

W

W

W

W

W

W

W

W

W

W

W

W

W

W W

W

W W

W

W W

W

W

W

W

W

W

S S

S S

SS

SS

S S

S S

S S

FDC

PIV

SY

MB

OL

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

OV

ED

DRAWING NO:

Da te

: N

OV

, 2

W

JA

P ro jec t N o:

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

Pr oj ec t N o:

FA

F0

CONCEPT DESIGN SUBMITTAL - NOVEMBER 28, 2022

W S P

U

S A

I n c

F e d e r a l

W a y

W

A t h

A v e n u e

S o u t h

S u i t e

T E L

F

X

C-101

D e s i g n e d

B y

D e s i g n e r

D r a w n y

A u t h o r

C h e c k e d

B y

C h e c k e r

RE

PA

IR

/ R

EN

OV

AT

E

B2

5- 8-

FA

IR

CH

IL

D

AF

B, W A

S I T

E

U

T I L

I T

Y

P

L A

N

S y m b o l

D e s c r i p t i o n D a t e

.\USAF_logo.tif

LEGEND:

ASPHALT PAVEMENT

CONCRETE PAVEMENT

DRAINAGE BMP AREA

WATER LINE

STORM DRAIN LINE

SANITARY SEWER LINE

STORM

DRAIN POC

STORM

DRAIN POC

STORM

DRAIN POC

SANITARY

SEWER POC

SANITARY

SEWER POC

SANITARY

SEWER POC

STORM

DRAIN POC

SANITARY

SEWER POC

W

SD

SS

SCUPPER (TYP.)

STORM

DRAIN POC

WATER

POC

WATER

POC

8" WATER (TYP.)

6" SANITARY

SEWER (TYP.)

6" STORM

UNDERDRAIN (TYP.)

12" STORM

DRAIN (TYP.)

TYPICAL STORMWATER

FACILITY SECTION

TRUE

NORTH

N

1" = 30' feet

603030 0 scale

GRAVEL BACKFILL

6" PERFORATED

UNDERDRAIN

6" CURB WALL

SCUPPER

WIDTH VARIES

8" BIOFILTRATION SOIL

MEDIA AND PLANTING

FA462025R0002

SOW Attachment B - Amend 0003 - Concept Drawings 30 APR 2025

1161298499C Polygonal Line

1161298499C Callout Replace all paved surfaces (parking, pedestrian paths including dock surfaces) in this area with solar surfaces.

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

D e s ig n e d

B y

D e s ig n e r

D ra w n

B y

A u th o r

C h e c k e d

B y

C h e c k e r

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

C ro ss w al k

S y m b o l D e s c ri p ti o n

D a te

S it e P la n

R ec ta ng ul ar

R ap id -F la sh in g

Be ac on

PLAN

NORTH

RRFB NOTES

FA462025R0002

SOW Attachment B - Amend 0003 - Concept Drawings 30 APR 2025

1161298499C Polygonal Line

1161298499C Callout Provide Rectangular Rapid-Flashing Beacon (RRFB) type crossing

1161298499C Typewritten Text

1. Provide pedestrian actuated flashing lights with signs for the crosswalk crossing Bong Street.

1161298499C Typewritten Text Bong Street

SY

MB

OL

DE

SC

RI

PT

IO

N

DA

TE

AP

PR

OV

ED

DRAWING NO:

Da te

: F

EB

, 2

W

JA

P ro jec t N o:

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

Pr oj ec t N o:

FA

F0

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

L-100

D es ig ne d B y:

M

LS

D ra w n

B y:

M

LS

C he ck ed

B y:

G N

/S S

RE

PA

IR

/ R

EN

OV

AT

E

B2

5- 8-

FA

IR

CH

IL

D

AF

B, W A

C on ce pt ua l L an ds ca pe

R es to ra tio n

Pl an

Sy m bo l

D es cr ip tio n

D at e d e si g n c o lla b o ra ti v e

LARGE CANOPY CONIFEROUS

TREE, 2" CAL, B&B

MEDIUM UPRIGHT DECIDUOUS

CANOPY TREE, 6-7' HT, B&B

UPRIGHT EVERGREEN ACCENT

SHRUB, 5 GAL CONT.

HYDROSEEDED

NATIVE GRASSES

ROCK MULCH OVER

WEED BARRIER FABRIC

RELOCATED EXISTING ON-SITE

BOULDERS

LANDSCAPE LEGEND

NOTE: ALL NEW TREE AND SHRUB

PLANTINGS TO RECEIVE A MINIMUM

TWO-YEAR TEMPORARY PLANT

ESTABLISHMENT LEVEL IRRIGATION.

N 0' 15' 30' 60'

RC RC

RC RC

R C

R C

R C

R C

R C

R C

R C

R C

R C

SCREENED

DUMPSTER

ENCLOSURE

STAIRS

MECHANICAL

YARD

DOCK

EX TREES TO BE

RETAINED (TYP)

EX TREES TO BE

RETAINED (TYP)

ELECTRICAL

YARD

LOW SEGMENTAL

BLOCK RETAINING

WALLS (TYP)

DOCK

FA462025R0002

@ AT

< ANGLE

DIAMETER

& AND

CENTERLINE

= EQUALS

GREATER THAN OR EQUAL TO

LESS THAN OR EQUAL TO

* MULTIPLIED BY

# NUMBER

CHANNEL

DOUBLE ANGLE

SQUARE

STIRRUP

ABBREVIATIONS SYMBOLS

AASHTO AMERICAN ASSOCIATION OF

STATE HIGHWAY OFFICIALS

AB ANCHOR BOLT

AB ABOVE

ACI AMERICAN CONCRETE INSTITUTE

ADD ADDITIONAL

ADJ ADJACENT

AFF ABOVE FINISH FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON & STEEL INSTITUTE

ANCH ANCHOR

ANSI AMERICAN NATIONAL

STANDARDS INSTITUTE

ARCH ARCHITECTURAL

ASTM ASTM, INTERNATIONAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASD ALLOWABLE STRENGTH DESIGN

AWS AMERICAN WELDING SOCIETY

B/B.O. BOTTOM OF

B/BM BOTTOM OF BEAM

B/DK BOTTOM OF DECK

B/FTG BOTTOM OF FOOTING

B/STL BOTTOM OF STEEL

B/SL BOTTOM OF SLAB

BAL BALANCE

BLDG BUILDING

BLK BLOCK

BM BEAM

BOT/BOTT BOTTOM

BPL/BP BASE PLATE

BRG BRIDGING

BTWN/BET BETWEEN

BU BUILT UP

C CHANNEL

CANT CANTILEVER

CFR CODE OF FEDERAL REGULATION

CFS COLD FORMED STEEL

CG CENTER OF GRAVITY

CIP CAST IN PLACE

CJ CONSTRUCTION JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR/CLEARANCE

COL COLUMN

CMU CONCRETE MASONRY UNIT(S)

COMB COMBINATION

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS/CONTINUATION

CONTR CONTRACTOR

CP COMPLETE PENETRATION

CRD CONCRETE RESEARCH DIVISION

CTR CENTER

DBA DEFORMED BAR ANCHOR

DEG DEGREE

DEMO DEMOLISH(ITION)

DEPR DEPRESSED

DET/DTL DETAIL

DEFL DEFLECTION

DIA/ DIAMETER

DIAG DIAGONAL

DIAPH DIAPHRAGM

DIM DIMENSION

DISCONT DISCONTINUOUS

DK DECK

DL DEAD LOAD

DN DOWN

DO DITTO

DOD DEPARTMENT OF DEFENSE

DWG DRAWING

DWL DOWEL

E EAST, EXIST

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

ELECT ELECTRICAL

ELEV/EL ELEVATION

EMBED EMBEDMENT

EP EMBED PLATE

ENGR ENGINEER

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EST ESTIMATE

ETC ETCETERA

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F SPREAD FOOTING

FAS FASTENER(ING)

FB FLAT BAR

FD FLOOR DRAIN

FDN/FNDN FOUNDATION

FF FINISHED FLOOR

FIN FINISH(ED)

FLG FLANGE

FLR FLOOR(ING)

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUD

FRMG FRAMING

FS FAR SIDE

FT FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GC GENERAL CONTRACTOR

GEN GENERAL

GEOTECH GEOTECHNICAL

GF/GI GOVERNMENT FURNISHED/

GOVERNMENT INSTALLED

GL GRIDLINE

GRT GROUT

GSN GENERAL STRUCTURAL NOTES

GWB GYPSUM WALL BOARD

GYP GYPSUM

HD HAND

HDR HEADER

HK HOOK

HOR/HORIZHORIZONTAL

HSA HEADED STUD ANCHOR

HSB HIGH STRENGTH BOLT

HSS HOLLOW STRUCTURAL SECTION(STEEL)

HT HEIGHT

HVAC HEATING/VENTILATING/AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ICBO INTERNA. CONFERENCE OF BUILDING

OFFICIALS

ICC INTERNATIONAL CODE COUNCIL

ICF INSULATED CONCRETE FORMS

ID INSIDE DIAMETER

IE INVERT ELEVATION

IEF ICF EMBED PLATE

IF INSIDE FACE

IN INCH

IJ ISOLATION JOINT

ILD INTERNAL LOCKING DEVICE

INFO INFORMATION

INT INTERIOR

INV INVERT

IR INTENTIONALLY ROUGHEN

Ix MOMENT OF INERTIA ABOUT MAJOR AXIS

JST JOIST

JT JOINT

K KIP

L LENGTH

LB POUND

LG LONG

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONG LONGITUDINAL

LPS LIGHTNING PROTECTION SYSTEM

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MCJ MASONRY CONTROL JOINT

MCE MAXIMUM CREDIBLE EARTHQUAKE

MECH MECHANICAL

MEZZ MEZZANINE

MFD METAL FLOOR DECK

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MP&E MECHANICAL, PLUMBING AND ELECTRICAL

MRD METAL FLOOR DECK

MTL METAL

MU MECHANICAL UNIT

N NORTH OR NEW

N/A NOT APPLICABLE

NA NEUTRAL AXIS

NDT NONDESTRUCTIVE TESTING

NF NEAR FACE

NO/# NUMBER

NOM NOMINAL

NON-BRG NON-BEARING

NS NEAR SIDE

NTS NOT TO SCALE

O/C/OC ON CENTER

OD OUTSIDE DIAMETER OF OUTSIDE FACE

OPNG OPENING

OPP OPPOSITE

OS OVERSIZED

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

PAF POWDER ACTUATED FASTENER

PARA PARALLEL

PCAP PILE CAP

PERP PERPENDICULAR

PLF POUNDS PER LINEAR FOOT

PL/P PLATE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POINT OR POST-TENSIONED

PVC POLYVINYL CHLORIDE PIPE

PVMT PAVEMENT

QTY QUANTITY

R/RAD RADIUS

REBAR REINFORCING BAR

REC RECOMMEND(ATION)

REF/RE REFERENCE

REINF REINFORCING

REM REMAIN(DER)

REQD REQUIRED

RET RETURN

REV REVISE(D)(VISION)

RFP REQUEST FOR PROPOSAL

RO ROUGH OPENING

S SOUTH

SC SLIP CRITICAL

SCHED SCHEDULE

SDI STEEL DECK INSTITUTE

SEC/SECT SECTION

SIM SIMILAR

SJ SHRINKAGE JOINT

SJI STEEL JOIST INSTITUTE

SL SNOW LOAD

SLV SLEEVE

SMTH SMOOTH

SOG SLAB ON GRADE

SPC SPACE/SPACING

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STAG STAGGERED

STD STANDARD

STIFF STIFFENER

STIR STIRRUPS

STL STEEL

STRUCT STRUCTURAL

STS, SDS SELF TAPPING SCREW

SW SHEAR WALL

Sx SECTION MODULUS ABOUT MAJOR AXIS Sx- SX FOR NEGATIVE BENDING Sx+ SX FOR POSITIVE BENDING

SYM SYMMETRICAL

SYS SYSTEM

T/T.O. TOP OF

T/BM TOP OF BEAM

T/CONC TOP OF CONCRETE

T/DK TOP OF DECK

T/FTG TOP OF FOOTING

T/GB TOP OF GRADE BEAM

T/SL TOP OF SLAB

T/STL TOP OF STEEL

T&B TOP AND BOTTOM

TEMP TEMPERATURE

THK/t THICKNESS

THRU THROUGH

TJ TOOLED JOINT

TL TOTAL LOAD

TOL TOLERANCE

TOS TOP OF STEEL

TRANS TRANSVERSE

TS TUBE STEEL

TYP TYPICAL

UFC UNITED FACILITIES CRITERIA

UL UNDERWRITER'S LABORATORY

UNO UNLESS NOTED OTHERWISE

UT ULTRASONIC TESTING

VAR VARIES

VERT/V VERTICAL

VSC VERCO SIDELAP CONNECTION

W/ WITH

W/C WATER/CEMENT

W/O WITHOUT

WDB WELDED DEFORMED BARS

WF WIDE FLANGE

WHS WELDED HEADED STUD

WP WORK POINT

WPS WELDING PROCEDURE SPECIFICATION

WT, W WEIGHT

WWF WELDED WIRE FABRIC

Ø

SLOPE OF DRAIN

STEP IN SLAB/ROOF

BLOCKING

CONT MEMBER

OPENING

DOWEL

// PARALLEL

PERPENDICULAR

METAL ROOF DECK

STEPPED FOOTING

HSS SQUARE OR RECTANGULAR

HSS PIPE

WALL OR FOOTING BELOW

S

SPOT OR LEVEL ELEVATION

BREAK LINE

U-SHAPED REBAR

JOIST BRIDGING

GL CONSTRUCTION GRIDLINE

BUILDING, WALL ELEVATION, ELEVATION SYMBOL

SECTION OR ELEVATION NUMBER

SHEET NUMBER WHERE SECTION OR ELEVATION IS

LOCATED

X

S-XXX

DETAIL SYMBOL

DETAIL NUMBER

SHEET NUMBER WHERE DETAIL IS LOCATED

PLAN NORTH

NORTH ARROW

COMPOSITE FLOOR DECK

XX ROOF MOUNTED MECHANICAL

EQUIPMENT WITH XX MAX WEIGHT

CMU WALL

CONCRETE WALL IN ICF FORM

CONCRETE WALL

LINTEL TYPE-X.X

L-X.X

WORK POINT

X

X

SLOPE

XX" <

XX'-X

[X X'-X

PILE

PILE BELOW

CONTINUOUS FOOTING TYPE 'x'

WITH TOP OF FOOTING AT

ELEVATION XX'-X"

BELOW ELEVATION X

CF-X

<XX'-X">

F-X

<XXX>

ISOLATED FOOTING TYPE 'x'

WITH TOP OF FOOTING AT

ELEVATION XX'-X" BELOW

ELEVATION X

WF STEEL COLUMN

MOMENT CONNECTION

SHEAR CONNECTION

SPLICE

DIAGONAL BRACING

BRACING

S

XX" <

XX'-X

[X X'-X

INDICATES XX" DIAMETER

CONCRETE PILE WITH TOP

OF PILE AT ELEVATION XX'-

X", AND TIP ELEVATION XX'-

X". SEE SPECIFIC LOCATION

FOR SIZE AND MINIMUM

DEPTH REQ'D

PILE BELOW

INDICATES PILE CAP

WITH TOP OF CAP AT XX'-

X" SEE SPECIFIC

LOCATION FOR SIZE AND

NUMBER OF PILES

<XX'-X">

X

S-XXX

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:4

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

S-001

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

A B

B R

E V

IA

T

IO

N

S A

N D

S Y

M B

O L

S

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

W U T S R Q P N

XY

(E) 8" CMU SW

(E) HOLLOW CLAY

TILE INFILL, TYP

(E) HOLLOW CLAY

TILE INFILL, TYP

(E) 8" CMU SW (E) 8" CMU SW

(E

C M

U S

W

(E

C M

U S

W

(E) CONC

COL, TYP

(E) CONC

ISO FND,

TYP

(E) CONC

WALL FND,

TYP

(E) CONC

INFILL SW

(E) SLAB ON

GRADE

(E) CONC

INFILL SW

SD03

SD07

SD07

(E

C M

U S

W

(E) HOLLOW CLAY

TILE INFILL, TYP

SD07

(E) STAIR

ABOVE

SD17

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

DEMOLITION NOTES

EXTENT OF DEMOLITION

LEGEND

1. DIMENSIONS ARE APPROXIMATE

AND FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:5

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

SD-101

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F O

U N

D A

T

IO

N P

L A

N

1/8" = 1'-0"1

FOUNDATION DEMO PLAN - B2245-WEST

PLAN

NORTH

STRUCTURAL KEYNOTES

SD03 DEMOLISH CMU SHEAR WALL

SD07 DEMOLISH HOLLOW CLAY TILE INFILL

SD17 DEMOLISH BOTTOM TREADS OF EXISTING STAIR.

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0" KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

N M L K

(E) 12" CMU

SHAFT WALL

(E

C M

U S

W (E

C

M U

S W

(E) CONC

MAT FND

(E) 8" CMU SW

SD02

(E) SLAB ON

GRADE

(E) CONC

COL, TYP

(E) CONC

ISO FND,

TYP

(E

C M

U S

W

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

DEMOLITION NOTES

EXTENT OF DEMOLITION

LEGEND

1. DIMENSIONS ARE APPROXIMATE

AND FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:5

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

SD-102

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F O

U N

D A

T

IO

N P

L A

N

1/8" = 1'-0"1

FOUNDATION DEMO PLAN - B2245-MID

PLAN

NORTH

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0" KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

STRUCTURAL KEYNOTES

SD02 DEMOLISH CMU ELEVATOR SHAFT WALL

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

K J H G F E D C

B A

(E) HOLLOW CLAY

TILE INFILL, TYP

(E) 8" CMU SW

(E) 8" CMU SW

(E) 8" CMU SW

(E

C M

U S

W (E

C

M U

S W

(E

C M

U S

W

(E

C M

U S

W

(E) CONC

WALL FND,

TYP

(E) SLAB ON

GRADE

(E) HOLLOW

CLAY TILE

INFILL, TYP

SD07

(E) CONC

COL, TYP

(E) CONC

ISO FND,

TYP

SD07

(E) STAIR

ABOVE

SD17

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

DEMOLITION NOTES

EXTENT OF DEMOLITION

LEGEND

1. DIMENSIONS ARE APPROXIMATE

AND FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:5

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

SD-103

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F O

U N

D A

T

IO

N P

L A

N

1/8" = 1'-0"1

FOUNDATION DEMO PLAN - B2245-EAST

PLAN

NORTH

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0"

KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

STRUCTURAL KEYNOTES

SD07 DEMOLISH HOLLOW CLAY TILE INFILL

SD17 DEMOLISH BOTTOM TREADS OF EXISTING STAIR.

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

W U T S R Q P NXY

(E) TIMBER

SHORE, (7)

PLCS

(E) HOLLOW CLAY

TILE INFILL, TYP

(E) CONC

INFILL SW

(E) CONC

INFILL SW

(E) SLAB ON

GRADE

(E) CONC

INFILL SW

SD07

SD08

(E) CONC

COL, TYP

(E) CONC

ISO FND,

TYP

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

DEMOLITION NOTES

EXTENT OF DEMOLITION

LEGEND

1. DIMENSIONS ARE APPROXIMATE

AND FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:5

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

SD-104

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F O

U N

D A

T

IO

N P

L A

N

1/8" = 1'-0"1

FOUNDATION DEMO PLAN - B2248-A

PLAN

NORTH

STRUCTURAL KEYNOTES

SD07 DEMOLISH HOLLOW CLAY TILE INFILL

SD08 DEMOLISH SHORING POST

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0" KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

(E

W O

O D

T U

D W

A L

L

(E

W O

U

D W

A L

L

(E) TIMBER COL,

(12) PLCS

(E) CONC

ISO FND,

TYP

(E) BRICK

PILASTER,

TYP

(E) SLAB ON

GRADE

S D

S D

SD14

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

DEMOLITION NOTES

EXTENT OF DEMOLITION

LEGEND

1. DIMENSIONS ARE APPROXIMATE

AND FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:5

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

SD-105

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F O

U N

D A

T

IO

N P

L A

N

1/8" = 1'-0"1

FOUNDATION DEMO PLAN - B2248-B

PLAN

NORTH

STRUCTURAL KEYNOTES

SD12 DEMOLISH WOOD STUD WALL

SD14 DEMOLISH TIMBER COLUMN

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0"

KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

K J H G F E D C B A

(E) CONC

INFILL SW

(E

W O

U

D W

A L L

(E

W O

U

D W

A L L

(E) SLAB ON

GRADE

(E) HSS SHORE, (16) PLCS

S D

S D

2SD08

(E) CONC

COL, TYP

(E) CONC

ISO FND,

TYP

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

DEMOLITION NOTES

EXTENT OF DEMOLITION

LEGEND

1. DIMENSIONS ARE APPROXIMATE

AND FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:5

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

SD-106

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F O

U N

D A

T

IO

N P

L A

N

1/8" = 1'-0"1

FOUNDATION DEMO PLAN - B2249

PLAN

NORTH

STRUCTURAL KEYNOTES

SD08 DEMOLISH SHORING POST

SD12 DEMOLISH WOOD STUD WALL

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0"

KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

XY

(E) 8" CMU SW

(E

C M

U S

W

(E) 8" CMU SW

(E

C M

U S

W

(E

C M

U S

W

(E) 8" CMU SW

(E) CONC

BM, TYP

(E) CONC

COL, TYP

SD03

(E

C O

N C

O N

E

W A

Y S

L A

B

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

DEMOLITION NOTES

EXTENT OF DEMOLITION

LEGEND

1. DIMENSIONS ARE APPROXIMATE

AND FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:5

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

SD-121

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F R

A M

IN

G

P L

A N

1/8" = 1'-0"1

LEVEL 2 FRAMING DEMO PLAN -

B2245-WEST

PLAN

NORTH

STRUCTURAL KEYNOTES

SD03 DEMOLISH CMU SHEAR WALL

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0" KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

(E

C M

U S

W

(E) 8" CMU SW

(E

C M

U S

W

(E) 8" CMU SW

(E

C M

U S

W

(E) 12" CMU

SHAFT WALL

SD02

S D

(E

C O

N C

O N

E

W A

Y S

L A

B

(E) CONC

BM, TYP

(E) CONC

COL, TYP

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

DEMOLITION NOTES

EXTENT OF DEMOLITION

LEGEND

1. DIMENSIONS ARE APPROXIMATE

AND FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:5

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

SD-122

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F R

A M

IN

G

P L

A N

PLAN

NORTH

1/8" = 1'-0"1

LEVEL 2 FRAMING DEMO PLAN - B2245-MID

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0"

KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

STRUCTURAL KEYNOTES

SD02 DEMOLISH CMU ELEVATOR SHAFT WALL

SD03 DEMOLISH CMU SHEAR WALL

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

B A

(E) CONC

COL, TYP

(E) CONC

BM, TYP

(E) 8" CMU SW

(E

C M

U S

W

(E

C M

U S

W

(E

C M

U S

W

(E) 8" CMU SW

(E

C M

U S

W

(E) 8" CMU SW

S D

(E

C O

N C

O N

E

W A

Y S

L A

B

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

DEMOLITION NOTES

EXTENT OF DEMOLITION

LEGEND

1. DIMENSIONS ARE APPROXIMATE

AND FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:5

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

SD-123

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F R

A M

IN

G

P L

A N

PLAN

NORTH

1/8" = 1'-0"1

LEVEL 2 FRAMING DEMO PLAN -

B2245-EAST

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0"

KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

STRUCTURAL KEYNOTES

SD03 DEMOLISH CMU SHEAR WALL

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

(E) CONC

BM, TYP

OPEN

(E) WOOD STUD WALL

(E) WOOD STUD WALL

(E

W O

O D

S T

U D

W A

L L

(E

W O

O D

S T

U D

W A

L L

(E) TIMBER

SHORE, (7)

PLCS

(E) CONC

PILASTER,

(16) PLCS

SD08

SD12

SD12

S D

S D

SD04

(E

C O

N C

O N

E

W A

Y S

L A

B

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

DEMOLITION NOTES

EXTENT OF DEMOLITION

LEGEND

1. DIMENSIONS ARE APPROXIMATE

AND FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:5

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

SD-124

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F R

A M

IN

G

P L

A N

1/8" = 1'-0"1

LEVEL 2 FRAMING DEMO PLAN - B2248-A

PLAN

NORTH

STRUCTURAL KEYNOTES

SD04 DEMOLISH CONCRETE PILASTER

SD08 DEMOLISH SHORING POST

SD12 DEMOLISH WOOD STUD WALL

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0"

KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

(E) TIMBER

COL, (6) PLCS

(E) TIMBER TRUSS, TYP

(E

T

IM

B E

ID

G

IN

G

U

S S

T

Y P

(E) WOOD PLANK

SHEATHING OVER

JOISTS

(E

W O

O D

S T

U D

W A

L L

(E

W O

O D

S T

U D

W A

L L

OPEN

(E

W

O O

D S

T U

D W

A L

L

(E

W O

O D

S T

U D

W A

L L

(E) WOOD PLANK

SHEATHING OVER

JOISTS

SD15

SD15

SD14

SD11

S D

S D

S D

2S D

S D

SD16

SD16SD13

SD13 SD13

SD13

(E) BRICK (E) BRICK (E) BRICK

(E) BRICK (E) BRICK (E) BRICK

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

DEMOLITION NOTES

EXTENT OF DEMOLITION

LEGEND

1. DIMENSIONS ARE APPROXIMATE

AND FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:5

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

SD-125

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F R

A M

IN

G

P L

A N

1/8" = 1'-0"1

LEVEL 2 FRAMING DEMO PLAN - B2248-B

PLAN

NORTH

STRUCTURAL KEYNOTES

SD11 DEMOLISH TIMBER TRUSS

SD12 DEMOLISH WOOD STUD WALL

SD13 REDUCE PARAPET HEIGHT TO LOW-ROOF PARAPET ELEVATION

SD14 DEMOLISH TIMBER COLUMN

SD15 DEMOLISH WOOD PLANK SHEATHING AND JOISTS

SD16 REDUCE WALL HEIGHT TO LOW-ROOF PARAPET ELEVATION

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0"

KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

OPEN

(E) HSS SHORE,

(16) PLCS

(E) CONC

BM, TYP

(E) CONC

PILASTER,

(20) PLCS

(E) WOOD STUD WALL

(E) WOOD STUD WALL

SD13

SD08

S D

S D

S D

S D

S D

S D

SD04

SD12

SD12

(E

C O

N C

O N

E

W A

Y S

L A

B

T Y

P

(E) BRICK

(E

B R

IC

K

(E

W O

O D

S T

U D

W A

L L

(E

B R

IC

K

(E

B R

IC

K

(E

W O

O D

S T

U D

W A

L L

(E

B R

IC

K

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

DEMOLITION NOTES

EXTENT OF DEMOLITION

LEGEND

1. DIMENSIONS ARE APPROXIMATE

AND FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:5

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

SD-126

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F R

A M

IN

G

P L

A N

1/8" = 1'-0"1

LEVEL 2 FRAMING DEMO PLAN - B2249

PLAN

NORTH

STRUCTURAL KEYNOTES

SD04 DEMOLISH CONCRETE PILASTER

SD08 DEMOLISH SHORING POST

SD12 DEMOLISH WOOD STUD WALL

SD13 REDUCE PARAPET HEIGHT TO LOW-ROOF PARAPET ELEVATION

SD16 REDUCE WALL HEIGHT TO LOW-ROOF PARAPET ELEVATION

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0"

KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

W U T S R Q PX

(E) WOOD PLANK

SHEATHING OVER

JOISTS

(E

T

IM

B E

R B

M

T Y

P S

D

SD15

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

DEMOLITION NOTES

EXTENT OF DEMOLITION

LEGEND

1. DIMENSIONS ARE APPROXIMATE

AND FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:5

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

SD-134

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F R

A M

IN

G

P L

A N

1/8" = 1'-0"1

LEVEL 3 FRAMING DEMO PLAN - B2248-A

PLAN

NORTH

STRUCTURAL KEYNOTES

SD06 DEMOLISH TIMBER BEAM

SD15 DEMOLISH WOOD PLANK SHEATHING AND JOISTS

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0"

KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

U T S R

(E) WOOD PLANK

SHEATHING OVER

JOISTS

(E) TIMBER TRUSS, TYP SD11

SD11

(E) TIMBER

BRIDGING

TRUSS, TYP

SD15

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

DEMOLITION NOTES

EXTENT OF DEMOLITION

LEGEND

1. DIMENSIONS ARE APPROXIMATE

AND FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:5

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

SD-135

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F R

A M

IN

G

P L

A N

1/8" = 1'-0"1

LEVEL 3 FRAMING DEMO PLAN - B2248-B

PLAN

NORTH

STRUCTURAL KEYNOTES

SD11 DEMOLISH TIMBER TRUSS

SD15 DEMOLISH WOOD PLANK SHEATHING AND JOISTS

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0"

KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

(E) WOOD PLANK

SHEATHING OVER

JOISTS

(E

T

IM

B E

R T

R U

S S

T

Y P

S D

SD15

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

DEMOLITION NOTES

EXTENT OF DEMOLITION

LEGEND

1. DIMENSIONS ARE APPROXIMATE

AND FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:5

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

SD-136

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F R

A M

IN

G

P L

A N

1/8" = 1'-0"1

LEVEL 3 FRAMING DEMO PLAN - B2249

PLAN

NORTH

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0"

KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

STRUCTURAL KEYNOTES

SD11 DEMOLISH TIMBER TRUSS

SD15 DEMOLISH WOOD PLANK SHEATHING AND JOISTS

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

XY

CMU SW

(E) 8" CMU SW (E) 8" CMU SW

(E

C M

U S

W

(E

C M

U S

W

(E) CONC

WALL FND,

TYP

S03

S08CONC WALL FND

(E) SLAB ON

GRADE

CMU SW

CONC WALL FND

S03

S08

(E

C M

U S

W

(E) CONC

COL, TYP

(E) CONC

ISO FND,

TYP

(E) STAIR

ABOVE

S17

HSS SHORING

POST, (2) PLCS

S16

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

PLAN NOTES

1. DIMENSIONS ARE APPROXIMATE AND

FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

LEGEND

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:4

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

S-101

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F O

U N

D A

T

IO

N P

L A

N

1/8" = 1'-0"1

FOUNDATION PLAN - B2245-WEST

PLAN

NORTH

STRUCTURAL KEYNOTES

S03 PROVIDE CMU SHEAR WALL

S08 PROVIDE CONTINUOUS WALL FOUNDATION

S16 PROVIDE STEEL SHORING POST

S17 PROVIDE CONCRETE STOOP BENEATH

EXISTING STAIR; ALLOW 1/2 INCH MINIMUM

LATERAL CLEARANCE FOR STAIR DRIFT, ALL

DIRECTIONS

KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0"

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

(E

C M

U S

W (E

C M

U S

W

(E) 8" CMU SW

CMU SHAFT

WALL

(E) CONC

MAT FND

S09

S02

(E

C M

U S

W

(E) SLAB ON

GRADE

(E) CONC

COL, TYP

(E) CONC

ISO FND,

TYP

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

PLAN NOTES

1. DIMENSIONS ARE APPROXIMATE AND

FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

LEGEND

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:4

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

S-102

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F O

U N

D A

T

IO

N P

L A

N

PLAN

NORTH

1/8" = 1'-0"1

FOUNDATION PLAN - B2245-MID

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0"

KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

STRUCTURAL KEYNOTES

S02 PROVIDE CMU ELEVATOR SHAFT WALL

S09 PROVIDE EXTENSION TO EXISTING MAT FOUNDATION

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

B A

(E) CONC

COL, TYP

(E) 8" CMU SW

(E) 8" CMU SW

(E) 8" CMU SW

(E

C M

U S

W (E

C M

U S

W

(E

C M

U S

W

(E

C M

U S

W

(E) CONC

ISO FND,

TYP

(E) CONC

WALL FND,

TYP

(E) SLAB ON

GRADE

CMU SW

CONC WALL FND

S03

S08

(E) STAIR

ABOVE

S17

HSS SHORING

POST, (2) PLCS

S16

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

PLAN NOTES

1. DIMENSIONS ARE APPROXIMATE AND

FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

LEGEND

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:4

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

S-103

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F O

U N

D A

T

IO

N P

L A

N

PLAN

NORTH

1/8" = 1'-0"1

FOUNDATION PLAN - B2245-EAST

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0" KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

STRUCTURAL KEYNOTES

S03 PROVIDE CMU SHEAR WALL

S08 PROVIDE CONTINUOUS WALL FOUNDATION

S16 PROVIDE STEEL SHORING POST

S17 PROVIDE CONCRETE STOOP BENEATH EXISTING STAIR; ALLOW 1/2

INCH MINIMUM LATERAL CLEARANCE FOR STAIR DRIFT, ALL

DIRECTIONS

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

HSS COL,

(16) PLCS

(E) CONC

INFILL SW

(E) CONC

INFILL SW

CONC ISO FND,

(16) PLCS

C M

U S

W

C M

U S

W

C M

U S

W

CONC WALL FND

CONC WALL FND

CONC WALL FND

S

S

S

S08 S08

S08

S10 S04

(E) CONC

COL, TYP

(E) CONC

ISO FND,

TYP

(E) SLAB ON

GRADE

1'-6" 1'-6"

T Y

P

(E) CONC

INFILL SW

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

PLAN NOTES

1. DIMENSIONS ARE APPROXIMATE AND

FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

LEGEND

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:4

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

S-104

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F O

U N

D A

T

IO

N P

L A

N

1/8" = 1'-0"1

FOUNDATION PLAN - B2248-A

PLAN

NORTH

STRUCTURAL KEYNOTES

S03 PROVIDE CMU SHEAR WALL

S04 PROVIDE COLUMN

S08 PROVIDE CONTINUOUS WALL FOUNDATION

S10 PROVIDE ISOLATED FOUNDATION

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0"

KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

18A

17A

HSS COL, TYP

CONC

ISO FND,

TYP

(E) BRICK

PILASTER,

TYP

(E) BRICK

PILASTER,

TYP

(E) SLAB ON

GRADE

OCBF

O C

B F

O C

B F

O C

B F

OCBF

(E) CONC

ISO FND,

TYP

S10

S06

S06

S

S 6S

S04

1'-6" 1'-6"

T Y

P

C F

S S

T U

D W

A L

L

C F

S S

T U

D W

A L

L S

S

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

PLAN NOTES

1. DIMENSIONS ARE APPROXIMATE AND

FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

LEGEND

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN SUBMITTAL (FINAL) - FEBRUARY 15, 2023

2/

/2

9:

:4

P

M C

:\U se rs \s sm ith

\D oc um en ts \G

JK

Z

-R en ov at e-

B

-4

8-

_C E

N T

R A

L- A

IS

_F in al

R ev is io ns -2

_s sm ith w ja

-d c.

co m

_s sm ith w ja

-d c.

co m

.r vt

S-105

D e s ig n e d

B y

A

B C

D ra w n

B y

W

J A

C h e c k e d

B y

C

T S

R E

P A

IR

R E

N O

V A

T E

B

-8

-9

F A

IR

C

H

IL

D A

F B

, W A

F O

U N

D A

T

IO

N P

L A

N

1/8" = 1'-0"1

FOUNDATION PLAN - B2248-B

PLAN

NORTH

STRUCTURAL KEYNOTES

S04 PROVIDE COLUMN

S06 PROVIDE CONCENTRICALLY BRACED FRAME

S10 PROVIDE ISOLATED FOUNDATION

S18 PROVIDE COLD-FORMED STEEL STUD WALL

0'

SCALE:

4' 8' 16' 32'

1/8" = 1'-0"

KEY PLAN

2248-B

2248-A

2245-WEST 2245-EAST

S y m b o l D e s c ri p ti o n

D a te

FA462025R0002

9A

(E) CONC

INFILL SW

(E) SLAB ON

GRADE

C M

U S

W

C M

U S

W

HSS COL,

TYP

CONC

ISO FND,

TYP

S04

S10

S 3 S

S08

S08

CONC WALL FND

CONC WALL FND

CMU SW

C M

U S

W

CONC WALL FND

S03

S

S08

T Y

P

1'-6"

C F

S S

T U

D W

A L

L

C F

S S

T U

D W

A L

L S

S

GENERAL NOTES

1. THESE DRAWINGS REPRESENT A

CONCEPT DESIGN ONLY AND ARE

NOT FOR CONSTRUCTION. THE

DESIGN-BUILD CONTRACTOR SHALL

PROVIDE A COMPLETE DESIGN IN

ACCORDANCE WITH THE REQUEST

FOR PROPOSAL.

2. FOR ABBREVIATIONS AND SYMBOLS

SEE S-001.

PLAN NOTES

1. DIMENSIONS ARE APPROXIMATE AND

FOR REFERENCE ONLY. THE

CONTRACTOR SHALL FIELD VERIFY

EXISTING CONDITIONS AND

COORDINATE DESIGN OF NEW

CONSTRUCTION WITH EXISTING

BUILDING ELEMENTS.

2. PROTECT ALL EXISTING BUILDING

ELEMENTS FROM DAMAGE DURING

CONSTRUCTION EXCEPT THOSE

IDENTIFIED FOR DEMOLITION.

3. EQUALLY SPACE STRUCTURAL

FRAMING BETWEEN DIMENSIONED

POINTS OR GRIDLINES UNLESS

INDICATED OTHERWISE.

SPAN DIRECTION FOR ONE-

WAY SLABS OR METAL DECK

LEGEND

d e si g n c o lla b o ra ti v e

S Y

M B

O L

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R O

V E

D

DRAWING NO:

D at e:

N

O V

8, W

JA

P ro je ct

N o

0-

SHEET OF

DEPARTMENT OF

THE AIR FORCE

AIR MOBILITY

COMMAND

FAIRCHILD AFB.

92D CES/CENME

FAIRCHILD

AIR FORCE BASE

87654321

F

E

D

C

B

A

P ro je ct

N o

F A

F

CONCEPT DESIGN…