A.03 W912HN-21-B-3005_DRAWINGS_VOL2_AMD2.pdf

M

AT

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SF406

SF406

SF511

SF511

SF511

SF511

SF511

SF511

4" / 12" 4" / 12"

4" / 12" 4" / 12"

4" / 12" 4" / 12"

4" / 12" 4" / 12"

4" / 12" 4" / 12"

4" / 12"

4" / 12" 4" / 12"

4" / 12" 4" / 12"

4" / 12"

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001 AND S-002.

2. SEE SF510 AND FOLLOWING FOR ROOF SECTIONS AND DETAILS.

3. TOP OF SLAB FOR TRUSS BEARING SHALL BE (+)25'-10" UNO.

4. ROOF DECK SHALL BE 1.5B20 GAUGE METAL DECK WITH A 36/4 FASTENING

PATTERN WITH 3 SIDELAPS. SUPPORT FASTENERS ARE TO BE #12 TEK SCREWS

AND SIDELAP FASTENERS ARE TO BE #12 TEK SCREWS.

5. COLD FORMED STEEL TRUSS SPACING SHALL NOT EXCEED 5'-0" OC.

6. COLD-FORMED STEEL TRUSS MNFR SHALL BE RESPONSIBLE FOR DESIGNING

DRAGS, STRUCTS, AND BRACES TO TRANSFER LATERAL FORCES ACTING ON

THE ROOF DOWN TO THE ATTIC SLAB. ALL CONNECTIONS TO THE ATTIC SLAB

SHALL BE THE RESPONSIBILITY OF THE TRUSS MNFR.

7. COLD-FORMED STEEL TRUSS COMPONENTS SHALL BEAR AND ANCHOR

DIRECTLY ABOVE OR ADJACENT TO THE EXISTING LOAD BEARING WALLS

BELOW, SPANNING OVER THE EXISTING ATTIC SLAB FIELD.

8. PROVIDE STRUCTURAL MEMBER ALONG ALL VALLEYS OF INTERSECTING

PRIMARY AND DORMER TRUSSES.

9. PROVIDE CONT 1/4x12" WIDE SPREADER PLATE W/ (2)#12 @ 6" OC

@ VALLEYS TO CONNECT DORMER ROOF DECK TO ADJOINING ROOF DECK.

10. PROVIDE CONT 1/4X12" BENT PLATE @ ALL RIDGES.

11. PROVIDE CONT 1/4x5x5" BENT PLATE AND CONT 1/4x12" PLATE @ THE EDGE OF

ALL ROOF DECK.

12. COORDINATE ALL ROOF DIMENSIONS, ELEVATIONS, OPENINGS AND

PENETRATIONS WITH ARCHITECTURAL, MECHANICAL, PLUMBING, AND

ELECTRICAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ROOF

PENETRATION WATERPROOFING DETAILS.

SHEET ID

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GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

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READY TO ADVERTISE (RTA)

1/8" = 1'-0"

ROOF PLAN - WEST1

WEST EAST

A

B

C

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8 6 2 0 8 164

M

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SF406

SF511

SF511

SF511

SF511

SF511

4"

4"

4" / 12"4" / 12"

4" / 12"4" / 12"

4" / 12"

4" / 12" 4" / 12"

4" / 12"

1. FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS,

SEE S-001 AND S-002.

2. SEE SF510 AND FOLLOWING FOR ROOF SECTIONS AND DETAILS.

3. TOP OF SLAB FOR TRUSS BEARING SHALL BE (+)25'-10" UNO.

4. ROOF DECK SHALL BE 1.5B20 GAUGE METAL DECK WITH A 36/4 FASTENING

PATTERN WITH 3 SIDELAPS. SUPPORT FASTENERS ARE TO BE #12 TEK SCREWS

AND SIDELAP FASTENERS ARE TO BE #12 TEK SCREWS.

5. COLD FORMED STEEL TRUSS SPACING SHALL NOT EXCEED 5'-0" OC.

6. COLD-FORMED STEEL TRUSS MNFR SHALL BE RESPONSIBLE FOR DESIGNING

DRAGS, STRUCTS, AND BRACES TO TRANSFER LATERAL FORCES ACTING ON

THE ROOF DOWN TO THE ATTIC SLAB. ALL CONNECTIONS TO THE ATTIC SLAB

SHALL BE THE RESPONSIBILITY OF THE TRUSS MNFR.

7. COLD-FORMED STEEL TRUSS COMPONENTS SHALL BEAR AND ANCHOR

DIRECTLY ABOVE OR ADJACENT TO THE EXISTING LOAD BEARING WALLS

BELOW, SPANNING OVER THE EXISTING ATTIC SLAB FIELD.

8. PROVIDE STRUCTURAL MEMBER ALONG ALL VALLEYS OF INTERSECTING

PRIMARY AND DORMER TRUSSES.

9. PROVIDE CONT 1/4x12" WIDE SPREADER PLATE W/ (2)#12 @ 6" OC

@ VALLEYS TO CONNECT DORMER ROOF DECK TO ADJOINING ROOF DECK.

10. PROVIDE CONT 1/4X12" BENT PLATE @ ALL RIDGES.

11. PROVIDE CONT 1/4x5x5" BENT PLATE AND CONT 1/4x12" PLATE @ THE EDGE OF

ALL ROOF DECK.

12. COORDINATE ALL ROOF DIMENSIONS, ELEVATIONS, OPENINGS AND

PENETRATIONS WITH ARCHITECTURAL, MECHANICAL, PLUMBING, AND

ELECTRICAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ROOF

PENETRATION WATERPROOFING DETAILS.

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READY TO ADVERTISE (RTA)

1/8" = 1'-0"

ROOF PLAN - EAST1

WEST EAST

A

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SUPPORT FASTENERS

LAP FASTENERS

METAL DECK

METAL DECK

GAGE

MOMENT OF INERTIA OF STEEL

SECTION, Ip (IN4)

SECTION MODULUS OF STEEL

SECTION POSITIVE BENDING, Sp (IN3)

(ROOF DECK) - 1.5 B (FLOOR DECK) - 1.5 VLI

MINIMUM PROPERTIES OF METAL DECK

MOMENT OF INERTIA OF STEEL

SECTION, In (IN4)

SECTION MODULUS OF STEEL

SECTION POSITIVE BENDING, Sn (IN3)

0.155

0.186

0.183

0.192

0.222

0.231

0.186

0.224

0.024

0.070

0.024

0.070

(FIRST FLOOR LANDING) -

0.6 C

PL2x2x3/16 EACH

SIDE OF JOIST

NOTES:

1. THIS DETAIL APPLIES FOR HANGER LOADS GREATER THAN 100 LBS NOT LOCATED AT PANEL POINTS.

2. CONCENTRATED LOADS GREATER THAN 250 LBS SHALL NOT BE APPLIED TO JOISTS AT ANY POINT

UNLESS SPECIFICALLY NOTED.

3. DO NOT SUSPEND ANY LOAD FROM BRIDGING.

4. SIMILAR DETAIL APPLIES FOR CONCENTRATED LOADS FROM ABOVE.

1/8

L2x2x3/16 EACH

SIDE OF JOIST

L5X3X1/4 (LLV)

A A

L4X4X3/8X0'-8"

L4X4X1/4 FRAME,

SIZED FOR OPENING

L5X3X1/4 (LLV)

L4X4X3/8

STEEL JOIST

SECTION

A - A

1/ 2"

T

YP

STEEL JOIST

3/16 3/16

TYP

1/4

TYP

3/16

TYP

METAL DECK, SEE PLAN

COLD-FORMED STEEL TRUSS

BY CONTRACTOR, INSET FROM

EXISTING PARAPET

EXISTING PARAPET

ANCHORAGE BY

CONTRACTOR

CONT 1/4x5x5" BENT PLATE, ATTACH METAL DECK TO BENT PLATE

W/ 5/8" DIA PUDDLE WELDS @ 12" OC

CONT 1/4x12" PLATE

COLD-FORMED STEEL TRUSS

BY CONTRACTOR

COLD-FORMED GABLE END WALL,

BY CONTRACTOR,

INSET FROM EXISTING PARAPET

10" DEEP COLD-FORMED STEEL GIRTS

BY CONTRACTOR

EXISTING SLAB

EXISTING PARAPET

OUTRIGGER BY

CONTRACTOR

METAL DECK, SEE PLAN

ANCHORAGE BY

CONTRACTOR

NOTE:

SEE ARCH FOR METAL PANEL

REQUIRMENTS

DESIGN REQUIREMENTS

SPACING BY

CONTRACTOR'S LAYOUT AND

NOTE:

ROOF FRAMING CONFIGURATION IS

FOR ILLUSTRATIVE PURPOSES ONLY.

COLD-FORMED STEEL TRUSS

BEARING ADJACENT/ABOVE

EXISTING LOAD BEARING WALL

OR SPANNING TO COLLECTOR

ELEMENT

CONT 1/4x12" PLATE

CONT 1/4x5x5" BENT PLATE. ATTACH TO

TRUSS WITH (2) 1/4" DIA SCREWS.

3/16 2-12 3/16 2-12

2"

CONT 1/4x5x5" BENT PLATE. ATTACH TO

OUTRIGGERS WITH (2) 1/4" DIA SCREWS.

CONT 1/4x12" PLATE

3/16 2-12 3/16 2-12

2"

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READY TO ADVERTISE (RTA)

TYPICAL METAL DECK PROPERTIES1 TYPICAL JOIST HANGER DETAIL2 TYPICAL ROOF OPENING DETAIL3

ROOF EAVE FRAMING5

GABLE END ROOF FRAMING4

ROOF EAVE/RAKE PERIMETER DECK FRAMING6

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0 2

FIRST

FLOOR

0"

SECOND

FLOOR

8' - 8"

THIRD FLOOR

17' - 4"

T.O.P 27' - 4"

1 1

1 1

1 1

1 1

1 1

5 5

7 T.O.R

39' - 10 1/2"

ATTIC

25' - 10"

FIRST

FLOOR

0"

SECOND

FLOOR

8' - 8"

THIRD FLOOR

17' - 4"

T.O.P 27' - 4"

5 5

T.O.R

39' - 10 1/2"

ATTIC

25' - 10"

REMOVE EXISTING WINDOWS, DOORS, FRAMES,

HARDWARE, & PLYWOOD PANELS

EXISTING EXTERIOR FLUTED CMU (RIBBED BLOCK) VENEER

TO REMAIN

SHEET LEGEND

EXISTING EXTERIOR FLUTED CMU (RIBBED BLOCK) VENEER

TO BE REMOVED

EXISTING WALL FINISH TO BE REMOVED TO STRUCTURAL

WALL/STUDS

A. PROVIDE TEMPORARY FIRE-RETARDANT PLYWOOD WALLS FOR SECURITY AND

WEATHER PROTECTION OF EXISTING EXTERIOR WALL OPENINGS DURING ALL

PHASES OF CONSTRUCTION. TEMPORARY WALLS SHALL ENSURE WATER-TIGHT

CONDITIONS AND MAINTAIN INTEGRITY OF THE BUILDING AT ALL TIMES.

B. REFER TO HAZARDOUS MATERIALS REPORTS PRIOR TO DEMOLITION. REMOVE

AND DISPOSE OF ASBESTOS CONTAINING MATERIALS, LEAD BASED PAINT AND

COATINGS, MOLD CONTAMINATED MATERIALS, AND ALL OTHER HAZARDOUS OR

CONTAMINATED MATERIALS INDICATED IN THE REPORT.

C. EXISTING STRUCTURE, EXTERIOR MASONRY AND CONCRETE ENCLOSURE,

INTERIOR STRUCTURAL MASONRY WALLS ARE TO REMAIN. EXCEPT AS

SPECIFICALLY OTHERWISE NOTED.

D. REMOVE EXISTING INTERIOR AND EXTERIOR CONSTRUCTION SHOWN DASHED

IN ITS ENTIRETY INCLUDING REMOVAL OF ALL SUPPLEMENTAL BRACING,

HANGERS, AND FASTENERS, AND ALL PIPING, CONDUITS, CONDUCTORS, AND

RELATED ITEMS.

E. REMOVE EXISTING DOORS, WINDOWS, FRAMES, HARDWARE AND INTERIOR

WINDOW SILLS UNLESS NOTED OTHERWISE. PREPARE OPENINGS FOR NEW

CONSTRUCTION.

F. REMOVE EXISTING CEILING SYSTEM ACCESSORIES INCLUDING HANGERS,

TRACKS, LIGHT FIXTURES, DIFFUSERS, ETC. REFER TO MECHANICAL AND

ELECTRICAL DRAWINGS.

G. REMOVE EXISTING FLOOR FINISH MATERIALS DOWN TO THE BARE CONCRETE.

THOROUGHLY CLEAN, PATCH, LEVEL, AND PREPARE EXISTING CONCRETE

FLOORS SLABS TO RECEIVE NEW FLOOR FINISHES.

H. GOVERNMENT TO REMOVE ALL EXISTING FURNITURE, FIXTURES, AND

EQUIPMENT THROUGHOUT UNLESS NOTED OTHERWISE.

I. COORDINATE WITH STRUCTURAL DRAWINGS FOR NEW OPENINGS AND

PENETRATIONS REQUIRED THROUGH EXISTING FLOOR SLAB AND EXISTING

WALLS THAT ARE TO REMAIN.

J. COORDINATE WITH GENERAL, LIFE SAFETY, CIVIL, STRUCTURAL,

ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL,

AND TELECOMMUNICATIONS DRAWINGS FOR FULL EXTENT OF REQUIREMENTS

THROUGH OUT.

K. PATCH AND INFILL ALL ABANDONED AND UNUSED DUCT AND PIPE

FLOOR AND WALL PENETRATIONS WITH NEW CONSTRUCTION TO MATCH

EXISTING MATERIAL, FINISH, STRUCTURAL CAPACITY, AND FIRE RESISTANCE

RATING. REFER TO MEP DRAWINGS.

1/8" = 1'-0"

DEMOLITION ELEVATION - WEST1

1/8" = 1'-0"

DEMOLITION ELEVATION - EAST2

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READY TO ADVERTISE (RTA)

SHEET KEY NOTES

NOTE # NOTE TEXT

1 REMOVE EXISTING EXTERIOR WINDOW/DOOR COMPLETE INCLUDING ANY

TRANSOMS, FRAMES, AND HARDWARE.

3 REMOVE EXISTING EXTERIOR STAIR STRUCTURE COMPLETE INCLUDING

ANY LANDINGS, HANDRAILS, GUARDRAILS, ETC.

4 REMOVE EXISTING MECHANICAL ADDITION COMPLETE INCLUDING

FOUNDATIONS, ROOF, MECHANICAL EQUIPMENT, ETC. REFER TO MEP

DRAWINGS FOR ADDITIONAL INFORMATION.

5 REMOVE EXISTING GUTTERS AND DOWNSPOUTS COMPLETE.

6 REMOVE EXISTING EXTERIOR FLUTED CMU (RIBBED BLOCK) VENEER.

7 REMOVE EXISTING METAL ROOF AND STRUCTURE. REFER TO STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION.

8 REMOVE EXISITNG WALL FINISH BACK TO STRUCTURAL WALL/STUDS

9 REMOVE EXISTING EXTERIOR CHASE.

WEST EAST

8 6 2 0 8 164

8 6 2 0 8 164

M

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D

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T

AU

G

R

EF

WD

R

EF.

W D

R

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WD

R

EF

W D

FEC

FEC

R

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WD

R

EF.

W D

UP

K

FEC

FE

C

FE

C

EXISTING CMU AND / OR STUD WALLS /PARTITIONS

NEW STUD WALLS /PARTITIONS

1/2-HR RATED WALL

WALL LEGEND

NEW MASONRY WALL

1-HR RATED WALL

A-302

A-405

A-301

A-302

A-203

ELECTRICAL

TELECOMM

MECH EQ

& RISER

MECH EQ

/1 A-102

/1 A-102

MECH EQ

LOBBY

ACTIVITY

UNIT

B13

UNIT

B14

UNIT

E12

UNIT

E11

UNIT

B12

UNIT

B11

MECH ROOM

FA CP

A-408

A-408

A-408

STORAGE

A-402

UNIT

D14

UNIT

D13

A-406

A-408

A-406

A-201

A-202

RESTROOM

JANITOR

C O

R R

ID

O

R

C /D

C O

R R

ID

O

R

B/ E

STAIR

D1

STAIR

C1

STAIR

B1

STAIR

E1

UNIT

E14

UNIT

E13

EQ RM

C1A

C1B

A A A

A

A A

A A

A

A

A

A

UNIT

D11

A A

A

A

A

A

A

A

A

A

A

A

A

B

B

B

B

UNIT

D12

D1B

D1A

E1B

E1A

08 08

07 07

B1B

B1A

A1

M

AT

C H

LI

N

E M

AT

C

H

LI

N E

4 4

A-205

A-204

A-204

M2 M2

A

A

A

M2 M2

A M2

M2

A

A-702

DS

DS

DS

DS

DS

DS

DS DS

DS

DS

DS

DS

BB44

BB44

BB44

DS

DS

DS

CG

CG

CG

CG

CG

DS

CG

DS

DS

A. SEE ENLARGED PLANS FOR DIMENSIONS AND WALL TYPES.

B. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK, COLUMN CENTERLINES.

INTERIOR DIMENSIONS ARE TO FACE OF EXISTING WALL, OR FINISH FACE OF

GYPSUM WALL BOARD, UNLESS NOTED OTHERWISE.

C. REFER TO SHEETS A-601 AND A-602 FOR PARTITION TYPES.

D. ALL WORK DONE TO MATERIALS ADJACENT TO FINISHES OR CONSTRUCTION TO

REMAIN MUST BE DONE TO AVOID DISRUPTION TO THE EXISTING

CONSTRUCTION.

E. EXISTING EXTERIOR MASONRY WALLS TO REMAIN. CLEAN MASONRY ELEMENTS.

F. FOR BLOCK REPAIR PROVIDE MASONRY UNITS WITH THE SIZE, COLOR, PATTERN,

AND TEXTURE TO MATCH EXISTING ADJACENT BLOCKS. FINAL SELECTION FOR

NEW MASONRY TO BE APPROVED BY CONTRACTING OFFICER PRIOR TO

INSTALLATION.

G. PROVIDE FIRE STOPPING AT ALL PENETRATIONS IN FIRE RATED WALLS, FLOORS,

CEILINGS, AND ROOFS WITH A FIRE STOP SYSTEM TESTED AND APPROVED FOR

EACH CONDITION AND FIRE RESISTANCE RATING.

H. LEVEL, PATCH AND GRIND SMOOTH ALL CONCRETE FLOORS PRIOR TO

INSTALLATION OF NEW SCHEDULED FINISHES.

I. COORDINATE WITH GENERAL, LIFE SAFETY, CIVIL, STRUCTURAL,

ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND

TELECOMMUNICATIONS DRAWINGS FOR FULL EXTENT OF REQUIREMENTS

THROUGH OUT.

J. PATCH AND INFILL ALL FLOOR AND WALL OPENINGS WHERE UTILITIES ARE

DEMOLISHED WITH SIMILAR WALL AND FLOOR TYPE MATERIAL, STRUCTURAL

CAPACITY, AND FIRE RESISTANCE RATING.

K. PATCH AND INFILL ALL ABANDONED AND UNUSED DUCT AND PIPE

PENETRATIONS WITH NEW CONSTRUCTION TO MATCH EXISTING MATERIAL,

FINISH, STRUCTURAL CAPACITY, AND FIRE RESISTANCE RATING. REFER TO

MECHANICAL DRAWINGS FOR REMOVAL OF ABANDONED AND UNUSED DUCT

AND PIPING. SEE STRUCTURAL DRAWINGS FOR VERTICAL PENETRATION INFILL

DETAILS. VERIFY EXACT DETAILS IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

L. FIRE EXTINGUISHERS SHALL BE 2A:10B:C (GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED, NOT IN CONTRACT).

M. MAXIMUM TRAVEL DISTANCE TO A PORTABLE FIRE EXTINGUISHER IS 75 FT (NFPA

10 6.2.1.2.2).

N. PROVIDE BLOCKING/REINFORCING IN ALL STUD WALLS AS NEEDED TO

SECURELY ANCHOR ALL WALL MOUNTED ITEMS.

SHEET LEGEND

WINDOW TAG - SEE PLATE A-607

FOR WINDOW TYPES

WALL TAG - SEE PLATES A-601,

A-602 FOR PARTITION TYPES

DOOR TAG - SEE PLATE A-603 FOR

DOOR SCHEDULE

LOUVER TAG - SEE PLATE A-607

FOR LOUVER TYPES1t

1t

DS DOWNSPOUT

CG

CORNER GUARD SEE PLATE

A-521 FOR DETAILS

FEC FIRE EXTINGUISHER CABINET - SEE PLATE A-521

FOR TYPICAL DETAIL

X

BB44 BULLETIN BOARD 48 " HIGH X 48" LONG

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

EC

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

C:\Users\k6endrgr\Documents\FY21_PN95039_BLDG315_ARCH_R21_k6endrgr.rvt

8/5/2021 1:37:44 PM

JU

LY

W

2H N

-2 1-

B-

R .R

U

PP

E

R .R

U

PP

E

S.

B

AR

BI

N A

1-

-1

A-101

FI

R

ST

F

LO

O

R P

LA

N

W

ES

T

SA

VA

N N

AH

D

IS

TR

IC

T

W . O

G

LE

TH

O

R

PE

A

VE

SA

VA

N

N

AH

, G A

FO

R

T G

O R

D O

N , G

EO

R

G

IA

R

EP

AI

R

B

AR

R

AC

K

BU

IL

D

IN

G

FY

, P N

VO

LU

M

E

-B U

IL

D

IN

G

P.

S

U

LL

IV

AN

READY TO ADVERTISE (RTA)

WEST EAST

A

B

C

D F

E

SHEET KEY NOTES

NOTE # NOTE TEXT

1 EXISTING CONCRETE CORRIDOR FLOORS TO BE REPAIRED AS REQUIRED,

CLEANED AND PREPARE FOR NEW FLOOR FINISH.

2 EXISTING BUILDING EXPANSION JOINT. REMOVE EXISTING SEALANT AND BACKING

MATERIAL. CLEAN JOINT. PROVIDE NEW SEALANT AND BACKER ROD IN EXISTING

JOINT. PROVIDE EXPANSION JOINT IN NEW CONSTRUCTION ALIGNED WITH

EXISTING BUILDING EXPANSION JOINTS. TYPICAL

3 STEEL LADDER FOR ATTIC ACCESS PANEL

4 RECESSED WALK-OFF MAT.

5 BUILDING EXPANSION JOINT. PROVIDE SEALANT AND BACKER ROD.

6 CONCRETE SLAB INFILL. REFER TO STRUCTURAL.

7 FIRE-RATED (1HR) CRAWL SPACE ACCESS DOOR

8 KNOX BOX

1/8" = 1'-0"

FIRST FLOOR PLAN - WEST1

8 6 2 0 8 164

TOTAL FIRST FLOOR GROSS AREA = 14,506 SQFT

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

AU

G

W D

R

EF

WD

R

EF.

W D

R

EF.

WD

R

EF

W D

R

EF.

W D

R

EF

WDR

EF.

WD

FE

C

DN

FE

C

A-301

A-302

A-203

MECH EQ

MECH EQ

STORAGE

UNIT

D21

UNIT

D22

UNIT

D23

UNIT

D24

UNIT

C23

UNIT

C24

UNIT

C21

UNIT

C22

UNIT

E21

UNIT

E22

UNIT

E23

UNIT

E24

UNIT

B23

UNIT

B22

UNIT

B24

UNIT

B21

A-405

A-406

A-408

A-408

A-408

A-408

A-406

/1 A-104

/1 A-104

A-201

A-202

STAIR

D2

STAIR

C2

STAIR

E2

C O

R R

ID

O

R

B2 /E

STAIR

B2

A

A

A A A

A

A A

A

A

AA

A

A

A

A A

A A

A

A

A A

A A

A

A

01 01

06 06

D2

C2

E2

08 08

03 03

B2

A

M

AT

C H

LI

N

E M

AT

C

H

LI

N E

C O

R R

ID

O

R

C 2/

D

A-204

A-204

04 04

07 07

07 07

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

M2 M2

A

M2 M2

A

A

M2 M2

A

M2 M2

STORAGE

ELEVATED

EQUIPMENT

PLATFORM

L1

L2

9' - 4"

A

A A

A

B

B

B

B

08 08

05 06

DS

DS

DS DS

DS DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

EXISTING CMU AND / OR STUD WALLS /PARTITIONS

NEW STUD WALLS /PARTITIONS

1/2-HR RATED WALL

WALL LEGEND

NEW MASONRY WALL

1-HR RATED WALL

A. SEE ENLARGED PLANS FOR DIMENSIONS AND WALL TYPES.

B. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK, COLUMN CENTERLINES.

INTERIOR DIMENSIONS ARE TO FACE OF EXISTING WALL, OR FINISH FACE OF

GYPSUM WALL BOARD, UNLESS NOTED OTHERWISE.

C. REFER TO SHEETS A-601 AND A-602 FOR PARTITION TYPES.

D. ALL WORK DONE TO MATERIALS ADJACENT TO FINISHES OR CONSTRUCTION TO

REMAIN MUST BE DONE TO AVOID DISRUPTION TO THE EXISTING

CONSTRUCTION.

E. EXISTING EXTERIOR MASONRY WALLS TO REMAIN. CLEAN MASONRY ELEMENTS.

F. FOR BLOCK REPAIR PROVIDE MASONRY UNITS WITH THE SIZE, COLOR, PATTERN,

AND TEXTURE TO MATCH EXISTING ADJACENT BLOCKS. FINAL SELECTION FOR

NEW MASONRY TO BE APPROVED BY CONTRACTING OFFICER PRIOR TO

INSTALLATION.

G. PROVIDE FIRE STOPPING AT ALL PENETRATIONS IN FIRE RATED WALLS, FLOORS,

CEILINGS, AND ROOFS WITH A FIRE STOP SYSTEM TESTED AND APPROVED FOR

EACH CONDITION AND FIRE RESISTANCE RATING.

H. LEVEL, PATCH AND GRIND SMOOTH ALL CONCRETE FLOORS PRIOR TO

INSTALLATION OF NEW SCHEDULED FINISHES.

I. COORDINATE WITH GENERAL, LIFE SAFETY, CIVIL, STRUCTURAL,

ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND

TELECOMMUNICATIONS DRAWINGS FOR FULL EXTENT OF REQUIREMENTS

THROUGH OUT.

J. PATCH AND INFILL ALL FLOOR AND WALL OPENINGS WHERE UTILITIES ARE

DEMOLISHED WITH SIMILAR WALL AND FLOOR TYPE MATERIAL, STRUCTURAL

CAPACITY, AND FIRE RESISTANCE RATING.

K. PATCH AND INFILL ALL ABANDONED AND UNUSED DUCT AND PIPE

PENETRATIONS WITH NEW CONSTRUCTION TO MATCH EXISTING MATERIAL,

FINISH, STRUCTURAL CAPACITY, AND FIRE RESISTANCE RATING. REFER TO

MECHANICAL DRAWINGS FOR REMOVAL OF ABANDONED AND UNUSED DUCT

AND PIPING. SEE STRUCTURAL DRAWINGS FOR VERTICAL PENETRATION INFILL

DETAILS. VERIFY EXACT DETAILS IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

L. FIRE EXTINGUISHERS SHALL BE 2A:10B:C (GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED, NOT IN CONTRACT).

M. MAXIMUM TRAVEL DISTANCE TO A PORTABLE FIRE EXTINGUISHER IS 75 FT (NFPA

10 6.2.1.2.2).

N. PROVIDE BLOCKING/REINFORCING IN ALL STUD WALLS AS NEEDED TO

SECURELY ANCHOR ALL WALL MOUNTED ITEMS.

SHEET LEGEND

WINDOW TAG - SEE PLATE A-607

FOR WINDOW TYPES

WALL TAG - SEE PLATES A-601,

A-602 FOR PARTITION TYPES

DOOR TAG - SEE PLATE A-603 FOR

DOOR SCHEDULE

LOUVER TAG - SEE PLATE A-607

FOR LOUVER TYPES1t

1t

DS DOWNSPOUT

CG

CORNER GUARD SEE PLATE

A-521 FOR DETAILS

FEC FIRE EXTINGUISHER CABINET - SEE PLATE A-521

FOR TYPICAL DETAIL

X

BB44 BULLETIN BOARD 48 " HIGH X 48" LONG

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

EC

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

C:\Users\k6endrgr\Documents\FY21_PN95039_BLDG315_ARCH_R21_k6endrgr.rvt

8/5/2021 1:38:21 PM

JU

LY

W

2H N

-2 1-

B-

R .R

U

PP

E

R .R

U

PP

E

S.

B

AR

BI

N A

1-

-1

A-103

SE

C

O N

D F

LO

O

R P

LA

N

W

ES

T

SA

VA

N N

AH

D

IS

TR

IC

T

W . O

G

LE

TH

O

R

PE

A

VE

SA

VA

N

N

AH

, G A

FO

R

T G

O R

D O

N , G

EO

R

G

IA

R

EP

AI

R

B

AR

R

AC

K

BU

IL

D

IN

G

FY

, P N

VO

LU

M

E

-B U

IL

D

IN

G

P.

S

U

LL

IV

AN

READY TO ADVERTISE (RTA)

WEST EAST

A

B

C

D F

E

SHEET KEY NOTES

NOTE # NOTE TEXT

1 EXISTING CONCRETE CORRIDOR FLOORS TO BE REPAIRED AS REQUIRED,

CLEANED AND PREPARE FOR NEW FLOOR FINISH.

2 EXISTING BUILDING EXPANSION JOINT. REMOVE EXISTING SEALANT AND BACKING

MATERIAL. CLEAN JOINT. PROVIDE NEW SEALANT AND BACKER ROD IN EXISTING

JOINT. PROVIDE EXPANSION JOINT IN NEW CONSTRUCTION ALIGNED WITH

EXISTING BUILDING EXPANSION JOINTS. TYPICAL

3 STEEL LADDER FOR ATTIC ACCESS PANEL

4 RECESSED WALK-OFF MAT.

5 BUILDING EXPANSION JOINT. PROVIDE SEALANT AND BACKER ROD.

6 CONCRETE SLAB INFILL. REFER TO STRUCTURAL.

7 FIRE-RATED (1HR) CRAWL SPACE ACCESS DOOR

8 KNOX BOX

1/8" = 1'-0"

SECOND FLOOR PLAN - WEST1

8 6 2 0 8 164

TOTAL SECOND FLOOR GROSS AREA = 13,321 SQFT

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

AU

G

EF.

W D

R

EF

W D R

EF

WD

R

EF.

W DR

EF.

WD

R

EF

WD

R

EF

W D

R

EF.

WD

DN

FE

C

FE

C

A-302

A-301

A-302

A-203

MECH EQ

MECH EQ

ATTIC ACCESS

ATTIC ACCESS

UNIT

D32

UNIT

D31

UNIT

C33

UNIT

C34

UNIT

C31

UNIT

D33

UNIT

D34

UNIT

E31

UNIT

E32

UNIT

B33

UNIT

B34

UNIT

B31

UNIT

B32

UNIT

E33

UNIT

E34

A-408

A-408

A-408

A-406

A-406

/1 A-106

/1 A-106

A-201

A-202

UNIT

C32

STAIR

D3

STAIR

C3

STAIR

E3

C O

R R

ID

O

R

B3 /E

STAIR

B3

A-303

A-303

A A

A A

A A

A A A

A

A A

A A A

A

A

A A

AA

A

A

A

A A

A

A A

A

A

A

A-312

A-312

A-312

01 01

302301

C3

E3

08 08

B3

303 304

D3

M

AT

C H

LI

N

E M

AT

C

H

LI

N E

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

OPEN

TO

BELOW

A-205

A-204

A-204

07 07

M2

A M2

A

M2 M2

A

M2 M2

A

M2 M2

C O

R R

ID

O

R

C 3/

D

A-408

DS

DS

DS DS

DS DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

6'

2"

5' - 10"

EXISTING CMU AND / OR STUD WALLS /PARTITIONS

NEW STUD WALLS /PARTITIONS

1/2-HR RATED WALL

WALL LEGEND

NEW MASONRY WALL

1-HR RATED WALL

A. SEE ENLARGED PLANS FOR DIMENSIONS AND WALL TYPES.

B. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK, COLUMN CENTERLINES.

INTERIOR DIMENSIONS ARE TO FACE OF EXISTING WALL, OR FINISH FACE OF

GYPSUM WALL BOARD, UNLESS NOTED OTHERWISE.

C. REFER TO SHEETS A-601 AND A-602 FOR PARTITION TYPES.

D. ALL WORK DONE TO MATERIALS ADJACENT TO FINISHES OR CONSTRUCTION TO

REMAIN MUST BE DONE TO AVOID DISRUPTION TO THE EXISTING

CONSTRUCTION.

E. EXISTING EXTERIOR MASONRY WALLS TO REMAIN. CLEAN MASONRY ELEMENTS.

F. FOR BLOCK REPAIR PROVIDE MASONRY UNITS WITH THE SIZE, COLOR, PATTERN,

AND TEXTURE TO MATCH EXISTING ADJACENT BLOCKS. FINAL SELECTION FOR

NEW MASONRY TO BE APPROVED BY CONTRACTING OFFICER PRIOR TO

INSTALLATION.

G. PROVIDE FIRE STOPPING AT ALL PENETRATIONS IN FIRE RATED WALLS, FLOORS,

CEILINGS, AND ROOFS WITH A FIRE STOP SYSTEM TESTED AND APPROVED FOR

EACH CONDITION AND FIRE RESISTANCE RATING.

H. LEVEL, PATCH AND GRIND SMOOTH ALL CONCRETE FLOORS PRIOR TO

INSTALLATION OF NEW SCHEDULED FINISHES.

I. COORDINATE WITH GENERAL, LIFE SAFETY, CIVIL, STRUCTURAL,

ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND

TELECOMMUNICATIONS DRAWINGS FOR FULL EXTENT OF REQUIREMENTS

THROUGH OUT.

J. PATCH AND INFILL ALL FLOOR AND WALL OPENINGS WHERE UTILITIES ARE

DEMOLISHED WITH SIMILAR WALL AND FLOOR TYPE MATERIAL, STRUCTURAL

CAPACITY, AND FIRE RESISTANCE RATING.

K. PATCH AND INFILL ALL ABANDONED AND UNUSED DUCT AND PIPE

PENETRATIONS WITH NEW CONSTRUCTION TO MATCH EXISTING MATERIAL,

FINISH, STRUCTURAL CAPACITY, AND FIRE RESISTANCE RATING. REFER TO

MECHANICAL DRAWINGS FOR REMOVAL OF ABANDONED AND UNUSED DUCT

AND PIPING. SEE STRUCTURAL DRAWINGS FOR VERTICAL PENETRATION INFILL

DETAILS. VERIFY EXACT DETAILS IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

L. FIRE EXTINGUISHERS SHALL BE 2A:10B:C (GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED, NOT IN CONTRACT).

M. MAXIMUM TRAVEL DISTANCE TO A PORTABLE FIRE EXTINGUISHER IS 75 FT (NFPA

10 6.2.1.2.2).

N. PROVIDE BLOCKING/REINFORCING IN ALL STUD WALLS AS NEEDED TO

SECURELY ANCHOR ALL WALL MOUNTED ITEMS.

SHEET LEGEND

WINDOW TAG - SEE PLATE A-607

FOR WINDOW TYPES

WALL TAG - SEE PLATES A-601,

A-602 FOR PARTITION TYPES

DOOR TAG - SEE PLATE A-603 FOR

DOOR SCHEDULE

LOUVER TAG - SEE PLATE A-607

FOR LOUVER TYPES1t

1t

DS DOWNSPOUT

CG

CORNER GUARD SEE PLATE

A-521 FOR DETAILS

FEC FIRE EXTINGUISHER CABINET - SEE PLATE A-521

FOR TYPICAL DETAIL

X

BB44 BULLETIN BOARD 48 " HIGH X 48" LONG

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

EC

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

C:\Users\k6endrgr\Documents\FY21_PN95039_BLDG315_ARCH_R21_k6endrgr.rvt

8/5/2021 1:38:41 PM

JU

LY

W

2H N

-2 1-

B-

R .R

U

PP

E

R .R

U

PP

E

S.

B

AR

BI

N A

1-

-1

A-105

TH

IR

D F

LO

O

R P

LA

N

W

ES

T

SA

VA

N N

AH

D

IS

TR

IC

T

W . O

G

LE

TH

O

R

PE

A

VE

SA

VA

N

N

AH

, G A

FO

R

T G

O R

D O

N , G

EO

R

G

IA

R

EP

AI

R

B

AR

R

AC

K

BU

IL

D

IN

G

FY

, P N

VO

LU

M

E

-B U

IL

D

IN

G

P.

S

U

LL

IV

AN

READY TO ADVERTISE (RTA)

SHEET KEY NOTES

NOTE # NOTE TEXT

1 EXISTING CONCRETE CORRIDOR FLOORS TO BE REPAIRED AS REQUIRED,

CLEANED AND PREPARE FOR NEW FLOOR FINISH.

2 EXISTING BUILDING EXPANSION JOINT. REMOVE EXISTING SEALANT AND BACKING

MATERIAL. CLEAN JOINT. PROVIDE NEW SEALANT AND BACKER ROD IN EXISTING

JOINT. PROVIDE EXPANSION JOINT IN NEW CONSTRUCTION ALIGNED WITH

EXISTING BUILDING EXPANSION JOINTS. TYPICAL

3 STEEL LADDER FOR ATTIC ACCESS PANEL

4 RECESSED WALK-OFF MAT.

5 BUILDING EXPANSION JOINT. PROVIDE SEALANT AND BACKER ROD.

6 CONCRETE SLAB INFILL. REFER TO STRUCTURAL.

7 FIRE-RATED (1HR) CRAWL SPACE ACCESS DOOR

8 KNOX BOX

1/8" = 1'-0"

THIRD FLOOR PLAN - WEST1

WEST EAST

A

B

C

D F

E

8 6 2 0 8 164

TOTAL THIRD FLOOR GROSS AREA = 13,321 SQFT

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

AU

G

EF.

WD

R

EF

W D

R

EF

WD

R

EF.

W D

FE

C

A-203

A-301

MECH EQ

ATTIC ACCESS

UNIT

F31

UNIT

F32

UNIT

A33

UNIT

A34

UNIT

A31

UNIT

A32

UNIT

F33

UNIT

F34

A-408

A-408

A-407

/1 A-105

/1 A-105

A-201

A-202

STAIR

A3

STAIR

F3

C O

R R

ID

O

R

A3 /F

A

A A

A

A A

A A

A

A A

A

A A

A A

A3

01 01

01 01

F3

M

AT

C

H

LI

N E

M

AT

C H

LI

N

E

OPEN

TO

BELOW

OPEN

TO

BELOW

A

M2 M2

A

M2 M2

DS DS

DS

DS

DS

DS

DS

DS

CG

CG

6'

2"

5' - 10"

EXISTING CMU AND / OR STUD WALLS /PARTITIONS

NEW STUD WALLS /PARTITIONS

1/2-HR RATED WALL

WALL LEGEND

NEW MASONRY WALL

1-HR RATED WALL

A. SEE ENLARGED PLANS FOR DIMENSIONS AND WALL TYPES.

B. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK, COLUMN CENTERLINES.

INTERIOR DIMENSIONS ARE TO FACE OF EXISTING WALL, OR FINISH FACE OF

GYPSUM WALL BOARD, UNLESS NOTED OTHERWISE.

C. REFER TO SHEETS A-601 AND A-602 FOR PARTITION TYPES.

D. ALL WORK DONE TO MATERIALS ADJACENT TO FINISHES OR CONSTRUCTION TO

REMAIN MUST BE DONE TO AVOID DISRUPTION TO THE EXISTING

CONSTRUCTION.

E. EXISTING EXTERIOR MASONRY WALLS TO REMAIN. CLEAN MASONRY ELEMENTS.

F. FOR BLOCK REPAIR PROVIDE MASONRY UNITS WITH THE SIZE, COLOR, PATTERN,

AND TEXTURE TO MATCH EXISTING ADJACENT BLOCKS. FINAL SELECTION FOR

NEW MASONRY TO BE APPROVED BY CONTRACTING OFFICER PRIOR TO

INSTALLATION.

G. PROVIDE FIRE STOPPING AT ALL PENETRATIONS IN FIRE RATED WALLS, FLOORS,

CEILINGS, AND ROOFS WITH A FIRE STOP SYSTEM TESTED AND APPROVED FOR

EACH CONDITION AND FIRE RESISTANCE RATING.

H. LEVEL, PATCH AND GRIND SMOOTH ALL CONCRETE FLOORS PRIOR TO

INSTALLATION OF NEW SCHEDULED FINISHES.

I. COORDINATE WITH GENERAL, LIFE SAFETY, CIVIL, STRUCTURAL,

ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND

TELECOMMUNICATIONS DRAWINGS FOR FULL EXTENT OF REQUIREMENTS

THROUGH OUT.

J. PATCH AND INFILL ALL FLOOR AND WALL OPENINGS WHERE UTILITIES ARE

DEMOLISHED WITH SIMILAR WALL AND FLOOR TYPE MATERIAL, STRUCTURAL

CAPACITY, AND FIRE RESISTANCE RATING.

K. PATCH AND INFILL ALL ABANDONED AND UNUSED DUCT AND PIPE

PENETRATIONS WITH NEW CONSTRUCTION TO MATCH EXISTING MATERIAL,

FINISH, STRUCTURAL CAPACITY, AND FIRE RESISTANCE RATING. REFER TO

MECHANICAL DRAWINGS FOR REMOVAL OF ABANDONED AND UNUSED DUCT

AND PIPING. SEE STRUCTURAL DRAWINGS FOR VERTICAL PENETRATION INFILL

DETAILS. VERIFY EXACT DETAILS IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

L. FIRE EXTINGUISHERS SHALL BE 2A:10B:C (GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED, NOT IN CONTRACT).

M. MAXIMUM TRAVEL DISTANCE TO A PORTABLE FIRE EXTINGUISHER IS 75 FT (NFPA

10 6.2.1.2.2).

N. PROVIDE BLOCKING/REINFORCING IN ALL STUD WALLS AS NEEDED TO

SECURELY ANCHOR ALL WALL MOUNTED ITEMS.

SHEET LEGEND

WINDOW TAG - SEE PLATE A-607

FOR WINDOW TYPES

WALL TAG - SEE PLATES A-601,

A-602 FOR PARTITION TYPES

DOOR TAG - SEE PLATE A-603 FOR

DOOR SCHEDULE

LOUVER TAG - SEE PLATE A-607

FOR LOUVER TYPES1t

1t

DS DOWNSPOUT

CG

CORNER GUARD SEE PLATE

A-521 FOR DETAILS

FEC FIRE EXTINGUISHER CABINET - SEE PLATE A-521

FOR TYPICAL DETAIL

X

BB44 BULLETIN BOARD 48 " HIGH X 48" LONG

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

EC

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

C:\Users\k6endrgr\Documents\FY21_PN95039_BLDG315_ARCH_R21_k6endrgr.rvt

8/5/2021 1:38:55 PM

JU

LY

W

2H N

-2 1-

B-

R .R

U

PP

E

R .R

U

PP

E

S.

B

AR

BI

N A

1-

-1

A-106

TH

IR

D F

LO

O

R P

LA

N

EA

ST

SA

VA

N N

AH

D

IS

TR

IC

T

W . O

G

LE

TH

O

R

PE

A

VE

SA

VA

N

N

AH

, G A

FO

R

T G

O R

D O

N , G

EO

R

G

IA

R

EP

AI

R

B

AR

R

AC

K

BU

IL

D

IN

G

FY

, P N

VO

LU

M

E

-B U

IL

D

IN

G

P.

S

U

LL

IV

AN

READY TO ADVERTISE (RTA)

SHEET KEY NOTES

NOTE # NOTE TEXT

1 EXISTING CONCRETE CORRIDOR FLOORS TO BE REPAIRED AS REQUIRED,

CLEANED AND PREPARE FOR NEW FLOOR FINISH.

2 EXISTING BUILDING EXPANSION JOINT. REMOVE EXISTING SEALANT AND BACKING

MATERIAL. CLEAN JOINT. PROVIDE NEW SEALANT AND BACKER ROD IN EXISTING

JOINT. PROVIDE EXPANSION JOINT IN NEW CONSTRUCTION ALIGNED WITH

EXISTING BUILDING EXPANSION JOINTS. TYPICAL

3 STEEL LADDER FOR ATTIC ACCESS PANEL

4 RECESSED WALK-OFF MAT.

5 BUILDING EXPANSION JOINT. PROVIDE SEALANT AND BACKER ROD.

6 CONCRETE SLAB INFILL. REFER TO STRUCTURAL.

7 FIRE-RATED (1HR) CRAWL SPACE ACCESS DOOR

8 KNOX BOX

1/8" = 1'-0"

THIRD FLOOR PLAN - EAST1

WEST EAST

A

B

C

D F

E

8 6 2 0 8 164

TOTAL THIRD FLOOR GROSS AREA = 13,321 SQFT

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

AU

G

0"

SECOND

FLOOR

8' - 8"

THIRD FLOOR

17' - 4"

T.O.P 27' - 4"

A-302

1 1

A-311

A-311

7 7

A-205

L3

ATTIC

25' - 10"

A-702

A-703

A-703

A-703

FIRST

FLOOR

0"

SECOND

FLOOR

8' - 8"

THIRD FLOOR

17' - 4"

T.O.P 27' - 4"

A-302

A-303

L2

ATTIC

25' - 10"

A-702

EXISTING FLUTED CMU (SPLIT RIBBED) VENEER TO REMAIN

SHEET LEGEND

NEW INSULATED METAL PANELS

EXTERIOR COLOR SCHEDULE

COLOR TEXTURE

PRE-FINISHED METAL

PANELS SURREY BROWN PRECAST CONCRETE

TEXTURED FINISH

MATERIAL

SSM ROOFING FEDERAL COLOR # 31302 MIN

SRI = 29, TERRA COTTA SMOOTH

ROOF ACCESSORIES TRIM,

FASCIA, GABLE & SOFFIT

BEST MATCH AMS TERRA

COTTA

VARIOUS

HM DOORS, & DOOR

FRAMES

DARK BRONZE SMOOTH

ALUMINUM WINDOW FRAMES

& ALUMINUM DOORS/FRAMES

DARK BRONZE ANODIZED SMOOTH

NOTES:

1.Surrey Brown color to match vertical siding at Building 13700.

2.Terra Cotta color to match metal roof system at Building 21715 3.Dark Bronze color to match door and window frames at Building 33720

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

EC

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

C:\Users\k6endrgr\Documents\FY21_PN95039_BLDG315_ARCH_R21_k6endrgr.rvt

8/9/2021 12:18:52 PM

JU

LY

W

2H N

-2 1-

B-

R .R

U

PP

E

R .R

U

PP

E

S.

B

AR

BI

N A

1-

-1

A-201

N O

R

TH

E

LE

VA

TI

O N

SA

VA

N N

AH

D

IS

TR

IC

T

W . O

G

LE

TH

O

R

PE

A

VE

SA

VA

N

N

AH

, G A

FO

R

T G

O R

D O

N , G

EO

R

G

IA

R

EP

AI

R

B

AR

R

AC

K

BU

IL

D

IN

G

FY

, P N

VO

LU

M

E

-B U

IL

D

IN

G

P.

S

U

LL

IV

AN

READY TO ADVERTISE (RTA)

1/8" = 1'-0"

NORTH ELEVATION - EAST1

1/8" = 1'-0"

NORTH ELEVATION - WEST2

WEST EAST

A

B

C

D F

E

SHEET KEY NOTES

NOTE # NOTE TEXT

1 PROVIDE PREFINISHED FIXED ALUMINUM STOREFRONT WINDOW- TYPICAL.

SEE WINDOW TYPES, DETAILS, AND SCHEDULES.

2 PRE-FINISHED METAL STRUCTURAL STANDING SEAM ROOF, TYP.

3 PROVIDE HOLLOW METAL DOOR AND FRAME. SEE DOOR SCHEDULE FOR

DETAILS.

4 PREFINISHED METAL GUTTER AND DOWNSPOUT

5 CLEAN EXISTING FLUTED CMU (SPLIT RIBBED) AND CONCRETE BANDING

.REPLACE EXTERIOR JOINT SEALANTS WITH NEW BACKER ROD AND

SEALANTS.

6 INSULATED METAL PANEL

7 PRE-ENGINEERED METAL CANOPY. REFER TO STRUCTURAL.

8 PROVIDE PREFINISHED CURTAIN WALL SYSTEM - SEE WINDOW TYPES,

DETAILS, AND SCHEDULES.

8 6 2 0 8 164

8 6 2 0 8 164

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

AU

G

0"

SECOND

FLOOR

8' - 8"

THIRD FLOOR

17' - 4"

T.O.P 27' - 4"

A-302

A-302

1 1

A-303

A-311

A-311

A-312

8 8

7 7

L1

ATTIC

25' - 10"

A-702

FIRST

FLOOR

0"

SECOND

FLOOR

8' - 8"

THIRD FLOOR

17' - 4"

T.O.P 27' - 4"

5 8

L4

ATTIC

25' - 10"

A-702

EXISTING FLUTED CMU (SPLIT RIBBED) VENEER TO REMAIN

SHEET LEGEND

NEW INSULATED METAL PANELS

EXTERIOR COLOR SCHEDULE

COLOR TEXTURE

PRE-FINISHED METAL

PANELS SURREY BROWN PRECAST CONCRETE

TEXTURED FINISH

MATERIAL

SSM ROOFING FEDERAL COLOR # 31302 MIN

SRI = 29, TERRA COTTA SMOOTH

ROOF ACCESSORIES TRIM,

FASCIA, GABLE & SOFFIT

BEST MATCH AMS TERRA

COTTA

VARIOUS

HM DOORS, & DOOR

FRAMES

DARK BRONZE SMOOTH

ALUMINUM WINDOW FRAMES

& ALUMINUM DOORS/FRAMES

DARK BRONZE ANODIZED SMOOTH

NOTES:

1.Surrey Brown color to match vertical siding at Building 13700.

2.Terra Cotta color to match metal roof system at Building 21715 3.Dark Bronze color to match door and window frames at Building 33720

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

EC

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

C:\Users\k6endrgr\Documents\FY21_PN95039_BLDG315_ARCH_R21_k6endrgr.rvt

8/9/2021 12:18:58 PM

JU

LY

W

2H N

-2 1-

B-

R .R

U

PP

E

R .R

U

PP

E

S.

B

AR

BI

N A

1-

-1

A-202

SO

U

TH

E

LE

VA

TI

O

N

SA

VA

N N

AH

D

IS

TR

IC

T

W . O

G

LE

TH

O

R

PE

A

VE

SA

VA

N

N

AH

, G A

FO

R

T G

O R

D O

N , G

EO

R

G

IA

R

EP

AI

R

B

AR

R

AC

K

BU

IL

D

IN

G

FY

, P N

VO

LU

M

E

-B U

IL

D

IN

G

P.

S

U

LL

IV

AN

READY TO ADVERTISE (RTA)

1/8" = 1'-0"

SOUTH ELEVATION - WEST1

1/8" = 1'-0"

SOUTH ELEVATION - EAST2

SHEET KEY NOTES

NOTE # NOTE TEXT

1 PROVIDE PREFINISHED FIXED ALUMINUM STOREFRONT WINDOW- TYPICAL.

SEE WINDOW TYPES, DETAILS, AND SCHEDULES.

2 PRE-FINISHED METAL STRUCTURAL STANDING SEAM ROOF, TYP.

3 PROVIDE HOLLOW METAL DOOR AND FRAME. SEE DOOR SCHEDULE FOR

DETAILS.

4 PREFINISHED METAL GUTTER AND DOWNSPOUT

5 CLEAN EXISTING FLUTED CMU (SPLIT RIBBED) AND CONCRETE BANDING

.REPLACE EXTERIOR JOINT SEALANTS WITH NEW BACKER ROD AND

SEALANTS.

6 INSULATED METAL PANEL

7 PRE-ENGINEERED METAL CANOPY. REFER TO STRUCTURAL.

8 PROVIDE PREFINISHED CURTAIN WALL SYSTEM - SEE WINDOW TYPES,

DETAILS, AND SCHEDULES.

WEST EAST

A

B

C

D F

E

GENERAL SHEET NOTES

8 6 2 0 8 164

8 6 2 0 8 164

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

AU

G

0"

SECOND

FLOOR

8' - 8"

THIRD FLOOR

17' - 4"

T.O.P 27' - 4"

A-301

A-303

A-312

ATTIC

25' - 10"

FIRST

FLOOR

0"

SECOND

FLOOR

8' - 8"

THIRD FLOOR

17' - 4"

T.O.P 27' - 4"

A-301

1 1

1 1

A-501

Sim

ATTIC

25' - 10"

EXISTING FLUTED CMU (SPLIT RIBBED) VENEER TO REMAIN

SHEET LEGEND

NEW INSULATED METAL PANELS

EXTERIOR COLOR SCHEDULE

COLOR TEXTURE

PRE-FINISHED METAL

PANELS SURREY BROWN PRECAST CONCRETE

TEXTURED FINISH

MATERIAL

SSM ROOFING FEDERAL COLOR # 31302 MIN

SRI = 29, TERRA COTTA SMOOTH

ROOF ACCESSORIES TRIM,

FASCIA, GABLE & SOFFIT

BEST MATCH AMS TERRA

COTTA

VARIOUS

HM DOORS, & DOOR

FRAMES

DARK BRONZE SMOOTH

ALUMINUM WINDOW FRAMES

& ALUMINUM DOORS/FRAMES

DARK BRONZE ANODIZED SMOOTH

NOTES:

1.Surrey Brown color to match vertical siding at Building 13700.

2.Terra Cotta color to match metal roof system at Building 21715 3.Dark Bronze color to match door and window frames at Building 33720

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

EC

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

C:\Users\k6endrgr\Documents\FY21_PN95039_BLDG315_ARCH_R21_k6endrgr.rvt

8/9/2021 12:19:08 PM

JU

LY

W

2H N

-2 1-

B-

R .R

U

PP

E

R .R

U

PP

E

S.

B

AR

BI

N A

1-

-1

A-203

EA

ST

A N

D W

ES

T

EL

EV

AT

IO

N S

SA

VA

N N

AH

D

IS

TR

IC

T

W . O

G

LE

TH

O

R

PE

A

VE

SA

VA

N

N

AH

, G A

FO

R

T G

O R

D O

N , G

EO

R

G

IA

R

EP

AI

R

B

AR

R

AC

K

BU

IL

D

IN

G

FY

, P N

VO

LU

M

E

-B U

IL

D

IN

G

P.

S

U

LL

IV

AN

READY TO ADVERTISE (RTA)

1/8" = 1'-0"

WEST ELEVATION2

1/8" = 1'-0"

EAST ELEVATION1

SHEET KEY NOTES

NOTE # NOTE TEXT

1 PROVIDE PREFINISHED FIXED ALUMINUM STOREFRONT WINDOW- TYPICAL.

SEE WINDOW TYPES, DETAILS, AND SCHEDULES.

2 PRE-FINISHED METAL STRUCTURAL STANDING SEAM ROOF, TYP.

3 PROVIDE HOLLOW METAL DOOR AND FRAME. SEE DOOR SCHEDULE FOR

DETAILS.

4 PREFINISHED METAL GUTTER AND DOWNSPOUT

5 CLEAN EXISTING FLUTED CMU (SPLIT RIBBED) AND CONCRETE BANDING

.REPLACE EXTERIOR JOINT SEALANTS WITH NEW BACKER ROD AND

SEALANTS.

6 INSULATED METAL PANEL

7 PRE-ENGINEERED METAL CANOPY. REFER TO STRUCTURAL.

8 PROVIDE PREFINISHED CURTAIN WALL SYSTEM - SEE WINDOW TYPES,

DETAILS, AND SCHEDULES.

WEST EAST

A

B

C

D F

E

GENERAL SHEET NOTES

8 6 2 0 8 164

8 6 2 0 8 164

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

AU

G

0"

SECOND

FLOOR

8' - 8"

THIRD FLOOR

17' - 4"

T.O.P 27' - 4"

ATTIC

25' - 10"

3 FIRST

FLOOR

0"

SECOND

FLOOR

8' - 8"

THIRD FLOOR

17' - 4"

T.O.P 27' - 4"

1 1

ATTIC

25' - 10"

EXTERIOR COLOR SCHEDULE

COLOR TEXTURE

PRE-FINISHED METAL

PANELS SURREY BROWN PRECAST CONCRETE

TEXTURED FINISH

MATERIAL

SSM ROOFING FEDERAL COLOR # 31302 MIN

SRI = 29, TERRA COTTA SMOOTH

ROOF ACCESSORIES TRIM,

FASCIA, GABLE & SOFFIT

BEST MATCH AMS TERRA

COTTA

VARIOUS

HM DOORS, & DOOR

FRAMES

DARK BRONZE SMOOTH

ALUMINUM WINDOW FRAMES

& ALUMINUM DOORS/FRAMES

DARK BRONZE ANODIZED SMOOTH

NOTES:

1.Surrey Brown color to match vertical siding at Building 13700.

2.Terra Cotta color to match metal roof system at Building 21715 3.Dark Bronze color to match door and window frames at Building 33720

EXISTING FLUTED CMU (SPLIT RIBBED) VENEER TO REMAIN

SHEET LEGEND

NEW INSULATED METAL PANELS

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

ZE

FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

C H

EC

KE

D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

E

F

G

2 3 4 5 6 7 8 9 10

NORTH ARROW

GENERAL SHEET NOTES

KEY PLAN

PLAN NORTH

C:\Users\k6endrgr\Documents\FY21_PN95039_BLDG315_ARCH_R21_k6endrgr.rvt

8/9/2021 12:19:15 PM

JU

LY

W

2H N

-2 1-

B-

R .R

U

PP

E

R .R

U

PP

E

S.

B

AR

BI

N A

1-

-1

A-204

EX

TE

R

IO

R E

LE

VA

TI

O

N S

SA

VA

N N

AH

D

IS

TR

IC

T

W . O

G

LE

TH

O

R

PE

A

VE

SA

VA

N

N

AH

, G A

FO

R

T G

O R

D O

N , G

EO

R

G

IA

R

EP

AI

R

B

AR

R

AC

K

BU

IL

D

IN

G

FY

, P N

VO

LU

M

E

-B U

IL

D

IN

G

P.

S

U

LL

IV

AN

READY TO ADVERTISE (RTA)

WEST EAST

A

B

C

D F

E

SHEET KEY NOTES

NOTE # NOTE TEXT

1 PROVIDE PREFINISHED FIXED ALUMINUM STOREFRONT WINDOW- TYPICAL.

SEE WINDOW TYPES, DETAILS, AND SCHEDULES.

2 PRE-FINISHED METAL STRUCTURAL STANDING SEAM ROOF, TYP.

3 PROVIDE HOLLOW METAL DOOR AND FRAME. SEE DOOR SCHEDULE FOR

DETAILS.

4 PREFINISHED METAL GUTTER AND DOWNSPOUT

5 CLEAN EXISTING FLUTED CMU (SPLIT RIBBED) AND CONCRETE BANDING

.REPLACE EXTERIOR JOINT SEALANTS WITH NEW BACKER ROD AND

SEALANTS.

6 INSULATED METAL PANEL

7 PRE-ENGINEERED METAL CANOPY. REFER TO STRUCTURAL.

8 PROVIDE PREFINISHED CURTAIN WALL SYSTEM - SEE WINDOW TYPES,

DETAILS, AND SCHEDULES.

1/8" = 1'-0"

WEST ELEVATION1

1/8" = 1'-0"

EAST ELEVATION2

8 6 2 0 8 164 8 6 2 0 8 164

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

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R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

AU

G

WD

S

A-403

A-403

11 10

A-403 5

/8

CLOSET

52 SF

KITCHEN/DINING

133 SF

CLOSET

51 SF

RESTROOM

37 SF

RESTROOM

37 SF

MECH

7 SF

W/D

19 SF

BEDROOM

152 SF

BEDROOM

152 SF

A1

B

B

B

B

B

B

C

MG

MG

C

C

S1

B

S1

M2 7'

/2

7'

7/

8" 3'

1/ 8"

1'

3" 7'

4"

1/

2"

S1

04 02

B

1'

6"

5'

7/

8"

7'

3/

4" 4'

1/ 8"

/2 " 1'

1/ 4"

/2

4'

7/

8" 7'

7/ 8"

3' - 0 3/8" 5' - 6 7/8"

A2

A

A

7' - 5 1/2"

F

8' - 7 1/4"

3' - 5 1/2"

11 1/2"

7' - 0"

7' - 0"

7' - 0"7' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8' - 0"

8" 8"

7' - 0"

7' - 0"

7' - 0"

EXISTING CMU AND / OR STUD WALLS /PARTITIONS

NEW STUD WALLS /PARTITIONS

1/2-HR RATED WALL

WALL LEGEND

NEW MASONRY WALL

1-HR RATED WALL

SD

GWB CEILING

RECESSED CAN LIGHTING FIXTURE

SMOKE DETECTOR (REFER TO FA DWGS)

EXIT SIGN LOCATION (REFER TO FA DWGS)

WALL MOUNTED LED LUMINAIRE.

DIFFUSER

RETURN

CEILING HEIGHT, ABOVE FINISH FLOORA.F.F.1'-0"

EXPOSED PAINTED EXISTING CEILING

SMOKE DETECTOR, CEILING MOUNTED

FIRE ALARM & MASS NOTIFICATION SYSTEM

SPEAKER, CEILING MOUNTED.

1x4 OR WRAPAROUND LED LUMINAIRES.

SHADING INDICATES EMERGENCY LUMINAIRE.

SHEET LEGEND

WINDOW TAG - SEE PLATE A-607

FOR WINDOW TYPES

WALL TAG - SEE PLATES A-601,

A-602 FOR PARTITION TYPES

DOOR TAG - SEE PLATE A-603 FOR

DOOR SCHEDULE

LOUVER TAG - SEE PLATE A-607

FOR LOUVER TYPES1t

1t

CG

CORNER GUARD SEE PLATE

A-521 FOR DETAILS

FEC FIRE EXTINGUISHER CABINET - SEE PLATE A-521

FOR TYPICAL DETAIL

X

BB44 BULLETIN BOARD 48 " HIGH X 48" LONG

A. SEE ENLARGED PLANS FOR DIMENSIONS AND WALL TYPES.

B. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK, COLUMN CENTERLINES.

INTERIOR DIMENSIONS ARE TO FACE OF EXISTING WALL, OR FINISH FACE OF

GYPSUM WALL BOARD, UNLESS NOTED OTHERWISE.

C. REFER TO SHEETS A-601 AND A-602 FOR PARTITION TYPES.

D. ALL WORK DONE TO MATERIALS ADJACENT TO FINISHES OR CONSTRUCTION TO

REMAIN MUST BE DONE TO AVOID DISRUPTION TO THE EXISTING

CONSTRUCTION.

E. EXISTING EXTERIOR MASONRY WALLS TO REMAIN. CLEAN MASONRY ELEMENTS.

F. FOR BLOCK REPAIR PROVIDE MASONRY UNITS WITH THE SIZE, COLOR, PATTERN,

AND TEXTURE TO MATCH EXISTING ADJACENT BLOCKS. FINAL SELECTION FOR

NEW MASONRY TO BE APPROVED BY CONTRACTING OFFICER PRIOR TO

INSTALLATION.

G. PROVIDE FIRE STOPPING AT ALL PENETRATIONS IN FIRE RATED WALLS, FLOORS,

CEILINGS, AND ROOFS WITH A FIRE STOP SYSTEM TESTED AND APPROVED FOR

EACH CONDITION AND FIRE RESISTANCE RATING.

H. LEVEL, PATCH AND GRIND SMOOTH ALL CONCRETE FLOORS PRIOR TO

INSTALLATION OF NEW SCHEDULED FINISHES.

I. COORDINATE WITH GENERAL, LIFE SAFETY, CIVIL, STRUCTURAL,

ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND

TELECOMMUNICATIONS DRAWINGS FOR FULL EXTENT OF REQUIREMENTS

THROUGH OUT.

J. PATCH AND INFILL ALL FLOOR AND WALL OPENINGS WHERE UTILITIES ARE

DEMOLISHED WITH SIMILAR WALL AND FLOOR TYPE MATERIAL, STRUCTURAL

CAPACITY, AND FIRE RESISTANCE RATING.

K. PATCH AND INFILL ALL ABANDONED AND UNUSED DUCT AND PIPE

PENETRATIONS WITH NEW CONSTRUCTION TO MATCH EXISTING MATERIAL,

FINISH, STRUCTURAL CAPACITY, AND FIRE RESISTANCE RATING. REFER TO

MECHANICAL DRAWINGS FOR REMOVAL OF ABANDONED AND UNUSED DUCT

AND PIPING. SEE STRUCTURAL DRAWINGS FOR VERTICAL PENETRATION INFILL

DETAILS. VERIFY EXACT DETAILS IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

L. FIRE EXTINGUISHERS SHALL BE 2A:10B:C (GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED, NOT IN CONTRACT).

M. MAXIMUM TRAVEL DISTANCE TO A PORTABLE FIRE EXTINGUISHER IS 75 FT (NFPA

10 6.2.1.2.2).

N. PROVIDE BLOCKING/REINFORCING IN ALL STUD WALLS AS NEEDED TO

SECURELY ANCHOR ALL WALL MOUNTED ITEMS.

1/4" = 1'-0"

FLOOR PLAN - TYPICAL LIVING UNIT1

1/4" = 1'-0"

REFLECTED CEILING PLAN - TYPICAL LIVING UNIT2

SHEET ID

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US Army Corps of Engineers ®

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-1

A-401

EN

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O

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TY

PI

C

AL

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READY TO ADVERTISE (RTA)

GENERAL SHEET NOTES

CEILING LEGEND

SHEET KEY NOTES

NOTE # NOTE TEXT

1 PROVIDE LVT FLOORING.

2 PROVIDE NEW EXTERIOR DOOR AND FRAME.

3 INSTALL NEW SHOWER UNIT

4 15 INCH DEEP CLOSET SHELF & ROD

5 PROVIDE PORCELIAN TILE FLOORING.

6 PROVIDE UPPER AND LOWER CABINETS, INDUCTION COOK-TOP,

CONVECTION MICROWAVE, AND KITCHEN SINK.PROVIDE SPACE FOR A

REFRIGERATOR SIZE OF 7 CF

7 RESIDENTIAL WASHER AND DRYER. GOVERNMENT

FURNISHED-GOVERNMENT INSTALLED

8 PROVIDE VANITY WITH BASE CABINET BELOW

9 PROVIDE ONE LAYER OF 5/8" THICK GLASS MAT WALLBOARD ON 7/8"

FURRING HAT CHANNEL. UNLESS OTHERWISE NOTED. TYPICAL

4 3 1 0 4 82 4 3 1 0 4 82

M

AR

K D

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O

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IS

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IN

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C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

AU

G

UP

K

A-409

A-409

A-311

A-311

A-311

7' - 3"

11" 3'

6"

3'

M .O

3'

4" 6'

3"

4" 4' - 8" 10' - 0" M.O. 4' - 7 3/4" 4"

19' - 3 3/4"

2"

4"

2"

4"

A-522

A-522

7'

1"

1'

1/

8"

ALIGN

M2

M5 M5

M5

M2

A

C

6' - 0"

A-606

1' - 8 3/4"

6' - 0"

A-311

F

PROVIDE

DRAINAGE FOR

RECESSED MAT

4'

0"

4' - 0"

CGCG

CG

A-409

A-409

A-311

A-311

A-311

4" 4' - 8" 10' - 0" M.0. 4' - 7 3/4" 4"

19' - 3 3/4"

2"

4"

4' - 7 3/4"

2"

4"

3'

6" 1'

5/ 8"

3'

6"

8' - 0"

7T @ 11"

6' - 5 1/2"

1' - 0"

7T @ 11"

6' - 5"

1'

/2

8'

0"

5' - 0 1/4"

ALIGN

OPEN TO

BELOW

A-606

A-311

M5F

M2

F

C

C

3' - 6"

CG

CG

A-409

A-409

A-311

A-311

A-311

4" 4' - 8" 10' - 0" M.O. 4' - 7 3/4" 4"

19' - 3 3/4"

2"

4"

2"

4"

1' - 0"

7T @ 11"

6' - 5"

3'

6" 1'

5/ 8"

3'

6"ALIGN

OPEN TO

BELOW

5"

A-606

A-311

F M5F

M2 C

3' - 6"

CG

CG

19' - 3 3/4"

4" 4' - 7 3/4" 10' - 0" M.O. 4' - 8" 3 1/2"

4"

2"

6'

3"

M .O

3'

4" 4'

0"

2"

4"

4' - 7 3/4"

7' - 3 1/4"

6' - 0"

7'

2"

M5

M5

M2

M2

M2 M5

M2

A

ALIGN

1'

1/

4"

C

4'

0"

4'

0"

4' - 0"

CGCG CG

19' - 3 3/4"

4" 4' - 7 3/4" 10' - 0" M.O. 4' - 8" 3 1/2"

3' - 6" 6' - 5 7/8" 7' - 2 7/8"

11 3/4" 6' - 5" 1' - 0 3/8"

4"

2"

4"

2"

3'

6" 1'

5/ 8"

3'

6"

5' - 0 1/4"

2'

1/

2" 8'

0"

ALIGN

OPEN TO

BELOW CG CG

4"

2"

19' - 3 3/4"

3' - 8" 6' - 5 1/8" 7' - 3 1/4"

1' - 5 3/8"

4"

4" 4' - 7 3/4" 10' - 0" M.O. 4' - 8" 3 1/2"

3'

6" 1'

5/ 8"

3'

6"

4' - 7 3/4"

11 3/4"

ALIGN

OPEN TO

BELOW

CG CG

A. SEE ENLARGED PLANS FOR DIMENSIONS AND WALL TYPES.

B. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK, COLUMN CENTERLINES.

INTERIOR DIMENSIONS ARE TO FACE OF EXISTING WALL, OR FINISH FACE OF

GYPSUM WALL BOARD, UNLESS NOTED OTHERWISE.

C. REFER TO SHEETS A-601 AND A-602 FOR PARTITION TYPES.

D. ALL WORK DONE TO MATERIALS ADJACENT TO FINISHES OR CONSTRUCTION TO

REMAIN MUST BE DONE TO AVOID DISRUPTION TO THE EXISTING

CONSTRUCTION.

E. EXISTING EXTERIOR MASONRY WALLS TO REMAIN. CLEAN MASONRY ELEMENTS.

F. FOR BLOCK REPAIR PROVIDE MASONRY UNITS WITH THE SIZE, COLOR, PATTERN,

AND TEXTURE TO MATCH EXISTING ADJACENT BLOCKS. FINAL SELECTION FOR

NEW MASONRY TO BE APPROVED BY CONTRACTING OFFICER PRIOR TO

INSTALLATION.

G. PROVIDE FIRE STOPPING AT ALL PENETRATIONS IN FIRE RATED WALLS, FLOORS,

CEILINGS, AND ROOFS WITH A FIRE STOP SYSTEM TESTED AND APPROVED FOR

EACH CONDITION AND FIRE RESISTANCE RATING.

H. LEVEL, PATCH AND GRIND SMOOTH ALL CONCRETE FLOORS PRIOR TO

INSTALLATION OF NEW SCHEDULED FINISHES.

I. COORDINATE WITH GENERAL, LIFE SAFETY, CIVIL, STRUCTURAL,

ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, AND

TELECOMMUNICATIONS DRAWINGS FOR FULL EXTENT OF REQUIREMENTS

THROUGH OUT.

J. PATCH AND INFILL ALL FLOOR AND WALL OPENINGS WHERE UTILITIES ARE

DEMOLISHED WITH SIMILAR WALL AND FLOOR TYPE MATERIAL, STRUCTURAL

CAPACITY, AND FIRE RESISTANCE RATING.

K. PATCH AND INFILL ALL ABANDONED AND UNUSED DUCT AND PIPE

PENETRATIONS WITH NEW CONSTRUCTION TO MATCH EXISTING MATERIAL,

FINISH, STRUCTURAL CAPACITY, AND FIRE RESISTANCE RATING. REFER TO

MECHANICAL DRAWINGS FOR REMOVAL OF ABANDONED AND UNUSED DUCT

AND PIPING. SEE STRUCTURAL DRAWINGS FOR VERTICAL PENETRATION INFILL

DETAILS. VERIFY EXACT DETAILS IN THE FIELD PRIOR TO COMMENCEMENT OF

CONSTRUCTION.

L. FIRE EXTINGUISHERS SHALL BE 2A:10B:C (GOVERNMENT FURNISHED,

GOVERNMENT INSTALLED, NOT IN CONTRACT).

M. MAXIMUM TRAVEL DISTANCE TO A PORTABLE FIRE EXTINGUISHER IS 75 FT (NFPA

10 6.2.1.2.2).

N. PROVIDE BLOCKING/REINFORCING IN ALL STUD WALLS AS NEEDED TO

SECURELY ANCHOR ALL WALL MOUNTED ITEMS.

1/4" = 1'-0"

FIRST FLOOR - STAIR PLAN1

1/4" = 1'-0"

SECOND FLOOR - STAIR PLAN2

1/4" = 1'-0"

THIRD FLOOR - STAIR PLAN3

SHEET ID

D R

AW

N

B Y:

D

ES

IG

N

B Y:

SU

BM

IT

TE

D B

Y:

SI

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FI

LE

N

AM

E:

IS

SU

E D

AT

E:

C O

N

TR

AC

T

N O

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LI

C

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IO

N N

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U .S

. A R

M Y

C O

R

PS

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EN

G

IN

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R S

C H

EC

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D B

Y:

US Army Corps of Engineers ®

D

C

B

A

C

AT

EG

O

R Y

C O

D E:

AN

SI

D

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F

G

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A-408

ST

AI

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N

S

SA

VA

N N

AH

D

IS

TR

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T

W . O

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TH

O

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A

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SA

VA

N

N

AH

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READY TO ADVERTISE (RTA)

1/4" = 1'-0"

FIRST FLOOR - STAIR PLAN REVERSE6

1/4" = 1'-0"

SECOND FLOOR - STAIR PLAN REVERSE7

1/4" = 1'-0"

THIRD FLOOR - STAIR PLAN REVERSE8

GENERAL SHEET NOTES

THIS PLAN IS

APPLICABLE TO:

STAIR C

STAIR D

THIS PLAN IS

APPLICABLE TO:

STAIR C

STAIR D

THIS PLAN IS

APPLICABLE TO:

STAIR C

STAIR D

THIS PLAN IS

APPLICABLE TO:

STAIR A

STAIR B

STAIR E

STAIR F

THIS PLAN IS

APPLICABLE TO:

STAIR A

STAIR B

STAIR E

STAIR F

THIS PLAN IS

APPLICABLE TO:

STAIR A

STAIR B

STAIR E

STAIR F

4 3 1 0 4 82 4 3 1 0 4 82 4 3 1 0 4 82

4 3 1 0 4 82 4 3 1 0 4 82 4 3 1 0 4 82

WEST EAST

A

B

C

D F

E

M

AR

K D

ES

C

R

IP

TI

O

N D

AT

E

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

AU

G

1 1

1 1

EXTERIOR/INTERIOR

SINGLE DOORS

IN MASONRY WALL

4"

AS

S

C H

ED

4"

AS

S

C H

ED

2" AS SCHED 2" 2" AS SCHED 2"

INTERIOR

SINGLE DOORS

EXTERIOR

DOUBLE DOORS

IN MASONRY WALL

EXTERIOR

UNEVEN DOOR

IN MASONRY WALL W/ STEEL

PANEL TRANSOM

6'

8"

2"

2" AS SCHED 2"

8'

0" 7'

0"

2" 2"AS SCHED

4"

6"STEEL PANEL

EXTERIOR SINGLE DOOR

IN MASONRY WALL W/ STEEL

PANEL TRANSOM

8'

0" 7'

0"

2" 2"AS SCHED

4"

6"STL PANEL

EXTERIOR DOUBLE DOOR

IN MASONRY WALL W/ STEEL

PANEL TRANSOM

2" 2"AS SCHED

4" 3'

6"

STEEL PANEL

7'

0" 2"

TYPE F TYPE R

2'

0" 6"

4"

6"

TYPE DF TYPE UF

SHEET ID

D R

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B Y:

D

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B Y:

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US Army Corps of Engineers ®

D

C

B

A

C

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C O

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A-603

D O

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S C

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U

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A N

D T

YP

ES

SA

VA

N N

AH

D

IS

TR

IC

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W . O

G

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TH

O

R

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A

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SA

VA

N

N

AH

, G A

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R

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D O

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IA

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AI

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B

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READY TO ADVERTISE (RTA)

USACE_DOOR SCHEDULE

DOOR

NUMBERS TYPE

DOOR

FIRE

RATING

FRAME

HARDWARE COMMENTS:

SIZE

MATERIAL FINISH TYPE MATERIAL FINISH

DETAIL

WIDTH HEIGHT THICKNESS HEAD JAMB SILL

01 F 3' - 0" 6' - 8" 1 3/4" WOOD STAIN 1⁄3-HR 2 HM PAINT 2/A-605 5/A-605 8/A-605 7 UNIT ENTRY 02 F 2' - 10" 6' - 8" 1 3/4" WOOD STAIN N/A 2 HM PAINT 2/A-605 5/A-605 8/A-605 8 UNIT BEDROOM 03 F 2' - 10" 6' - 8" 1 3/4" WOOD STAIN N/A 2 HM PAINT 2/A-605 5/A-605 8/A-605 10 UNIT CLOSET 04 F 2' - 8" 6' - 8" 1 3/4" WOOD STAIN N/A 2 HM PAINT 2/A-605 5/A-605 8/A-605 9 UNIT BATHROOM 05 F 2' - 8" 6' - 8" 1 3/4" WOOD STAIN N/A 2 HM PAINT 2/A-605 5/A-605 8/A-605 9 UNIT BATHROOM 06 F 2' - 10" 6' - 8" 1 3/4" WOOD STAIN N/A 2 HM PAINT 2/A-605 5/A-605 8/A-605 8 UNIT BEDROOM 07 F 2' - 10" 6' - 8" 1 3/4" WOOD STAIN N/A 2 HM PAINT 2/A-605 5/A-605 8/A-605 10 UNIT CLOSET 08 F 2' - 6" 6' - 8" 1 3/4" HM PAINT 1/2-HR 2 HM PAINT 2/A-605 5/A-605 8/A-605 6 UNIT MECH

101 R 3' - 0" 6' - 8" 1 3/4" HM PAINT 1-HR 2 HM PAINT 3/A-605 6/A-605 9/A-605 2 LOBBY 102 R 3' - 0" 6' - 8" 1 3/4" WOOD STAIN N/A 2 HM PAINT 2/A-605 5/A-605 8/A-605 11 ACCESSIBLE RESTROOM 103 F 2' - 10" 6' - 8" 1 3/4" WOOD STAIN N/A 2 HM PAINT 2/A-605 5/A-605 8/A-605 5 JANITORS 104 F 2' - 8" 6' - 8" 1 3/4" WOOD STAIN N/A 2 HM PAINT 1/A-605 4/A-605 7/A-605 5 STORAGE 105 R 3' - 0" 6' - 8" 1 3/4" WOOD STAIN N/A 2 HM PAINT 1/A-605 4/A-605 7/A-605 12 ACTIVITY 107 F 3' - 0" 6' - 8" 1 3/4" HM PAINT 1/2-HR 2 HM PAINT 2/A-605 5/A-605 8/A-605 6 MECH EQ & RISER RM 108 F 3' - 0" 6' - 8" 1 3/4" HM PAINT 1/2-HR 2 HM PAINT 2/A-605 5/A-605 8/A-605 6 FA CP 109 F 3' - 0" 6' - 8" 1 3/4" HM PAINT 1/2-HR 2 HM PAINT 2/A-605 5/A-605 8/A-605 6 MECH EQ RM 110 F 3' - 0" 6' - 8" 1 3/4" HM PAINT 1/2-HR 2 HM PAINT 2/A-605 5/A-605 8/A-605 6 TELE COMM 111 F 3' - 0" 6' - 8" 1 3/4" HM PAINT 1/2-HR 2 HM PAINT 2/A-605 5/A-605 8/A-605 6 MECH EQ RM 112 F 3' - 0" 6' - 8" 1 3/4" HM PAINT 1/2-HR 2 HM PAINT 2/A-605 5/A-605 8/A-605 6 MECH EQ RM 113 DF 6' - 0" 7' - 0" 1 3/4" HM PAINT N/A 3 HM PAINT 2/A-604 5/A-604 8/A-604 3 MECH RM 114 F 3' - 0" 7' - 0" 1 3/4" HM PAINT N/A 5 HM PAINT 1/A-604 4/A-604 7/A-604 4 MECH EQ RM 115 UF 5' - 0" 7' - 0" 1 3/4" HM PAINT N/A 4 HM PAINT 1/A-604 4/A-604 7/A-604 3 ELECTRICAL RM 116 DF 5' - 0" 7' - 0" 1 3/4" HM PAINT N/A 6 HM PAINT 1/A-604 4/A-604 7/A-604 3 MECH EQ RM (LOCATE PIPE PENETRATIONS IN TRANSOM, SEAL WITH

PREFABRICATED BOOT)

117 DF 6' - 0" 7' - 0" 1 3/4" HM PAINT N/A 3 HM PAINT 2/A-604 5/A-604 8/A-604 3 MECH RM 201 F 3' - 0" 6' - 8" 1 3/4" HM PAINT 1/2-HR 2 HM PAINT 2/A-604 5/A-604 8/A-604 6 MECH EQ RM 202 F 3' - 0" 6' - 8" 1 3/4" HM PAINT 1/2-HR 2 HM PAINT 2/A-605 5/A-605 8/A-605 6 STORAGE 203 F 3' - 0" 6' - 8" 1 3/4" HM PAINT 1/2-HR 2 HM PAINT 2/A-604 5/A-604 8/A-604 6 MECH EQ RM 204 F 3' - 0" 6' - 8" 1 3/4" HM PAINT 1/2-HR 2 HM PAINT 2/A-604 5/A-604 8/A-604 6 TELE COMM 205 F 3' - 0" 7' - 0" 1 3/4" HM PAINT 1/2-HR 2 HM PAINT…