Revised_drawings.pdf

PDF 3 MB Posted Nov 16, 2016

Attached to: Training Support Facility, Fort Lee, VA Federal contract opportunity
Solicitation number: W91236-17-R-0002
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

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Attachment 10 (Revised drawings) for Amendment 0002 of W91236-17-R-0002 Training Support Facility at Ft. Lee VA

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ProjNet_Inquiries_W91236-17-R-0002_TSF_Ft._Lee.pdf	PDF	Nov 22, 2016
NAB_technical_amendment_items_11.18.2016.docx	DOCX document	Nov 21, 2016
NAB_Compiled_Amd__2.pdf	PDF	Nov 21, 2016
Amendment_0002_W91236-17-R-0002_Training_Support_Facility.pdf	PDF	Nov 16, 2016
FtLee_TSF_Geotech_Report_April_2016.pdf	PDF	Nov 16, 2016
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Site_Visit_Participants__(09_Nov_2016)_W91236-17-R-0002_Training_Support_Facility.pdf	PDF	Nov 16, 2016
Justification_and_Approval_for_Training_Support_Facility _Ft._Lee_VA.pdf	PDF	Nov 4, 2016
W91236-17-R-0002__Amendment_0001_(01_Nov_2016)_Training_Support_Facility.pdf	PDF	Nov 1, 2016
Lee_TSF_FINAL_RTA_Submittal_Vol_1.pdf	PDF	Oct 27, 2016
Lee_TSF_FINAL_RTA_Submittal_Vol_2.pdf	PDF	Oct 27, 2016
Lee_TSF_FINAL_RTA_Submittal_Vol_1.pdf	PDF	Oct 27, 2016
Ft.Lee_Specs_Vol_3_Sept_2016.pdf	PDF	Oct 27, 2016
Ft.Lee_Specs_Vol_3_Sept_2016.pdf	PDF	Oct 27, 2016
Ft.Lee_Specs_Vol_2_Sept_2016.pdf	PDF	Oct 27, 2016
Ft.Lee_Specs_Vol_1_Sept_2016.pdf	PDF	Oct 27, 2016
W91236-17-R-0002_Training_Support_Facility_Ft._Lee.pdf	PDF	Oct 27, 2016
Installation_Access_Form_FL_FORM_190-2_Blank_TSF.pdf	PDF	Oct 27, 2016
W91236-17-R-0002_Training_Support_Facility_Ft._Lee.pdf	PDF	Oct 27, 2016
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Ft.Lee_Specs_Vol_1_Sept_2016.pdf	PDF	Oct 27, 2016

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FIRE RATING = UL # U419 - 60 MIN.

FIRE RATING = NOT RATED.

STC > 48

3 5/8" MTL. STUD @

16" O.C. (TYP.)

5/8" TYPE 'X' GWB - 1 LAYER

EACH SIDE (TYP.)

BASE BOARD AS SCHEDULED

(TYP.)

SEALANT (TYP.)

SAFING (TYP.)

FINISH CLG. AS SCHEDULED

SEE FIN. SCH. (TYP.)

2 1/2" ACOUST. INSUL

THROUGHOUT (TYP.)

FIRE RATING = NOT RATED.

STC > 40

SEE PLANS

VARIES

FIRE RATING = NOT RATED.

STC > 48

3 5/8" MTL. STUD @

16" O.C. (TYP.)

1 LAYER 5/8" GWB -

EACH SIDE SEE

NOTE 7 & 8 (TYP.)

BASE BOARD AS

SCHEDULED (TYP.)

SEALANT (TYP.)

FINISH CLG. AS

SCHEDULED (TYP.)

2 1/2" ACOUST. INSUL

THROUGHOUT (TYP.)

FIRE RATING = NOT RATED.

CONCRETE

SEE STRUCT DWGS.

(TYP.)

BASE BOARD AS

SCHEDULED (TYP.)BA

(4 7/8") 5"

METAL DECK ABOVE SEE

STRUCT. DWGS (TYP.)

DEFLECTION TRACKS SEE

NOTE 6 (TYP.)

STC > 48

FLOOR FINISH AS SCHEDULED

(TYP.)

3 5/8" MTL. STUD @

16" O.C. (TYP.)

2 LAYERS 5/8" TYPE 'X' GWB -

EACH SIDE (TYP.)

BASE BOARD AS SCHEDULED

(TYP.)

SEALANT (TYP.)

SAFING (TYP.)

FINISH CLG. AS SCHEDULED

SEE FIN. SCH. (TYP.)

2 1/2" ACOUST. INSUL

THROUGHOUT (TYP.)

METAL DECK ABOVE SEE

STRUCT. DWGS (TYP.)

DEFLECTION TRACKS SEE

NOTE 6 (TYP.)

FLOOR FINISH AS SCHEDULED

(TYP.)

(6 1/8") . 6 1/2"

FIRE RATING = UL # U419 - 60 MIN.

FIRE RATING = NOT RATED.

STC > 52

FIRE RATING = NOT RATED.

STC > 48

3 5/8" MTL. STUD @

16" O.C. (TYP.)

1 LAYER 5/8" TYPE 'X' GWB -

EACH SIDE (TYP.)

BASE BOARD AS SCHEDULED

(TYP.)

SEALANT (TYP.)

FINISH CLG. AS SCHEDULED

SEE FIN. SCH. (TYP.)

2 1/2" ACOUST. INSUL

THROUGHOUT (TYP.)

(4 7/8") 5"

BRACE TO STRUCT. ABOVE

NOTE 6 (TYP.)

TOP TRACK (TYP.)

FLOOR FINISH AS SCHEDULED

(TYP.)

3 5/8" MTL. STUD @

16" O.C. (TYP.)

2 LAYERS 5/8" TYPE 'X' GWB -

EACH SIDE (TYP.)

BASE BOARD AS SCHEDULED

(TYP.)

SEALANT (TYP.)

2 1/2" ACOUST. INSUL

THROUGHOUT (TYP.)

FLOOR FINISH AS SCHEDULED

(TYP.)

(6 1/8") . 6 1/2"

FIRE RATING = NOT RATED.

STC > 48

FINISH CLG. AS SCHEDULED

SEE FIN. SCH. (TYP.)

BRACE TO STRUCT. ABOVE

NOTE 6 (TYP.)

TOP TRACK (TYP.)

2 1/2" MTL. STUD @

16" O.C. (TYP.)

1 LAYER 5/8" TYPE 'X' GWB

BASE BOARD AS SCHEDULED

(TYP.)

SEALANT (TYP.)

FINISH CLG. AS SCHEDULED

SEE FIN. SCH. (TYP.)

2 1/2" ACOUST. INSUL

THROUGHOUT (TYP.)

FLOOR FINISH AS SCHEDULED

(TYP.)

MTL. STUD BRACE AS REQ.

THROUGHOUT (TYP.)

OPPOSING BACK-UP PARTITION

AS SCHEDULE (TYP.)

TOP TRACK (TYP.)(M

BRACE TO STRUCT. ABOVE

NOTE 6 (TYP.)

TILE FINISH AS SCH. (TYP.)

(4 7/8") . 5"

WITHOUT

TILE

FIRE RATING = NOT RATED.

STC > 48

3 5/8" MTL. STUD @

16" O.C. (TYP.)

1 LAYER 5/8" GWB -

EACH SIDE SEE

NOTE 7 & 8 (TYP.)

BASE BOARD AS

SCHEDULED (TYP.)

SEALANT (TYP.)

FINISH CLG. AS

SCHEDULED (TYP.)

2 1/2" ACOUST. INSUL

THROUGHOUT (TYP.)

BRACE TO STRUCT. ABOVE

NOTE 6 (TYP.)

TILE FINISH AS SCH. (TYP.)

(4 7/8") . 5"

WITHOUT

TILE

2 1/2" MTL. STUD @

16" O.C. (TYP.)

1 LAYER 5/8" GWB -

SEE NOTE 7 & 8 (TYP.)

BASE BOARD AS

SCHEDULED (TYP.)

SEALANT (TYP.)

FINISH CLG. AS

SCHEDULED (TYP.)

2 1/2" ACOUST. INSUL

THROUGHOUT (TYP.)

BRACE TO STRUCT. ABOVE

NOTE 6 (TYP.)

TILE FINISH AS SCH. (TYP.)

(3 1/8") . 3 1/2"

WITHOUT

TILE

TILE FINISH AS SCH. (TYP.)

FIRE RATING = NOT RATED.

STC > 40

SEE PLANS

VARIES

3 5/8" MTL. STUD @

16" O.C. (TYP.)

1 LAYER 5/8" TYPE 'X' GWB

BASE BOARD AS SCHEDULED

(TYP.)

SEALANT (TYP.)

FINISH CLG. AS SCHEDULED

SEE FIN. SCH. (TYP.)

2 1/2" ACOUST. INSUL

THROUGHOUT (TYP.)

FLOOR FINISH AS SCHEDULED

(TYP.)

MTL. STUD BRACE AS REQ.

THROUGHOUT (TYP.)

OPPOSING BACK-UP PARTITION

AS SCHEDULE (TYP.)

TOP TRACK (TYP.)(M

FIRE RATING = UL # U419 - 60 MIN.

STC > 48

FIRE RATING = NOT RATED.

STC > 40

SEE PLANS

VARIES

2 1/2" MTL. STUD @

16" O.C. (TYP.)

1 LAYER 5/8" TYPE 'X' GWB

BASE BOARD AS SCHEDULED

(TYP.)

SEALANT (TYP.)

FINISH CLG. AS SCHEDULED

SEE FIN. SCH. (TYP.)

2 1/2" ACOUST. INSUL

THROUGHOUT (TYP.)

FLOOR FINISH AS SCHEDULED

(TYP.)

MTL. STUD BRACE AS REQ.

THROUGHOUT (TYP.)

OPPOSING BACK-UP PARTITION

AS SCHEDULE (TYP.)

TOP TRACK (TYP.)(M

TILE FINISH AS SCH. (TYP.)

BASE BOARD AS

SCHEDULED (TYP.)

SEALANT (TYP.)

FINISH CLG. AS

SCHEDULED (TYP.)

SAFING (TYP.)

METAL DECK ABOVE SEE

STRUCT. DWGS (TYP.)

FIRE RATING = UL # U419 - 60 MIN.

11A

FIRE RATING = NOT RATED.

STC > 52

12A

FIRE RATING = UL #U419 - 60 MIN.

CMU MASONRY -

SEE STRUCT DWGS.

(TYP.)

BASE BOARD AS

SCHEDULED (TYP.) BA

SEALANT (TYP.)

SAFING (TYP.)

METAL DECK ABOVE SEE

STRUCT. DWGS (TYP.)

FIRE RATING = UL # U419 - 60 MIN.

13A

FIRE RATING = NOT RATED.

STC > 48

BASE BOARD AS

SCHEDULED (TYP.)

6" MTL. STUD @

16" O.C. (TYP.)

CONCRETE DECK

SEE STRUCT DWGS. (TYP.)

2" A

C O

1 LAYER 5/8" GWB -

EACH SIDE SEE

NOTE 7 & 8 (TYP.)

. 7 1/4"

FIRE RATING = UL # U419 - 60 MIN.

STC > 40 - MATCH ASSEMBLY BOTH SIDES BACK TO BACK

NOTE 22 (TYP.)

ACOUSTICALLY RATED PARTITIONS SHALL PROVIDE NO LESS

THAN THE MINIMUM STC RATINGS INDICATED. (TYP.)

FIRE RATED & ACOUSTICAL PARTITIONS SCHEDULED AS

RATED ASSEMBLIES REQUIRED CONTINUOUS &

UNINTERRUPTED SEPARATIONS IN ACCORDANCE WITH

APPLICABLE CODE & TESTED ASSEMBLIES INDICATED.

SEPARATIONS SHALL INCLUDE SAFING & SEALS AT

CORNERS, TERMINATIONS, PENETRATIONS, PLENUMS,

COLUMN ENCLOSURES, & ELECTRICAL BOXES, AS WELL AS

AT PHYSICAL INTERRUPTIONS, SUCH AS COLUMNS, BEAMS,

JOISTS, TRUSSES, & FLOORS, ETC. CONTRACTOR SHALL BE

RESPONSIBLE FOR ASSURING CONTINUOUS

UNINTERRUPTED SEPARATIONS AS SCHEDULED. (TYP.)

PROVIDE PRIME COAT PAINT FINISH FOR ALL GWB

SURFACES THROUGHOUT, INCLUDING SURFACES NOT

EXPOSED SUCH AS AT CEILING & FLOOR PLENUMS. ALL

EXPOSED GWB SURFACES SHALL BE PROVIDE ADDITIONAL

PAINT COAT FINISHED AS SPECIFIED & SCHEDULED (TYP.)

WHERE WALL HUNG ITEMS ARE INDICATED AS EITHER

SURFACE & / OR RECESSED, PROVIDE BLOCKING CONCEALED

WITHIN PARTITION FRAME ASSEMBLY. WALL MOUNTED ITEMS

SHALL INCLUDE, BUT NOT BE LIMITED TOO; WATER

FOUNTAINS, FIRE EXTINGUISHER CABINETS, TOILET

ACCESSORIES, TOILET PARTITIONS, CASEWORK,

COUNTERTOPS, MIRRORS, ETC. METHOD OF BLOCKING TO BE

APPROVED BY CONTRACTING OFFICER. EXPAND & OVERSIZE

AREA OF BLOCKING 20% LARGER THAN WALL HUNG ITEM

SCHEDULED, SPECIFICALLY ASSURING FINAL LOCATION OF

SURFACE MOUNTED ITEMS WILL BE ACCOMMODATED (TYP.).

NOTES:

LEGEND:

MTL METAL

GWB GYPSUM WALL BOARD

S SEALANT

SCH SCHEDULED

METAL STUD FRAME PROVIDED PER SECTION 09 22 00,

SUPPORTS FOR PLASTER AND GYPSUM BOARD USING NO

LESS THAN 20-GAGE METAL STUDS. WHERE PARTITION

ASSEMBLIES ARE STRUCTURAL PROVIDE METAL FRAME PER

SECTION 05 40 00, COLD-FORMED METAL FRAMING USING NO

LESS THAN 20-GAGE METAL STUDS. (TYP.)

BRACE PARTITION STUD FRAMES TO STRUCTURE ABOVE AS

FOLLOWS:

PARTITIONS SCHEDULED FOR AREAS OF KNOWN OR

EXPECTED EXPOSURE TO WATER SHALL BE MODIFIED BY

CONTRACTOR AS FOLLOWS: REPLACE GWB INDICATED ON

EXPOSED SIDE(S) OF PARTITION WITH CEMENTITIOUS

BACKER BOARD IN THE SAME THICKNESS, & INSTALL

CONTINUOUS & UNIFORM 4-MIL POLYETHYLENE MEMBRANE

BACKING BEHIND CEMENTITIOUS BACKER. PREPARE

EXPOSED SURFACE OF CEMENTITIOUS BACKER FOR

SCHEDULED FINISHES. AREAS OF EXPECTED WATER

EXPOSURE ARE DEFINED AS – SHOWER ROOMS, ETC…

PARTITIONS SCHEDULED FOR AREAS OF KNOWN OR

EXPECTED EXPOSURE TO MOISTURE SHALL BE MODIFIED BY

CONTRACTOR AS FOLLOWS: REPLACE GWB INDICATED ON

EXPOSED SIDE(S) OF PARTITION WITH MOISTURE RESISTANT

GWB OF THE SAME THICKNESS, & PREPARE EXPOSED

SURFACE FOR SCHEDULED FINISHES. AREAS OF EXPECTED

MOISTURE ARE DEFINED AS – TOILET ROOMS, JANITOR

CLOSETS, SINK SURROUNDS, VESTIBULES, ETC… (TYP.)

PENETRATIONS THROUGH FIRE RESISTANT ASSEMBLIES

SHALL BE FIRE-STOPPED WITH SAFING AS SPECIFIED. (TYP.)

SUPPLY FULL HEIGHT PARTITIONS USING TWO

CONTINUOUS TOP TRACKS, WITH TOP TRACK

BEING A DEEP LEG DEFLECTION TRACK

FASTENED DIRECTLY TO DECK & PROVIDING

SPACE FOR STRUCTURAL DEFLECTION WITHOUT

DAMAGE CAUSED TO PARTITION ASSEMBLY.

PARTIAL HEIGHT PARTITIONS WITH SPLAYED

METAL STUD BRACING FASTENED DIRECTLY TO

STRUCTURE ABOVE. PROVIDE SPLAYED

BRACING ON BOTH SIDES OF ASSEMBLY AT NO

MORE THAN 4 FEET ON CENTER.

A -

B -

MRGWB MOISTURE RESISTANT GYPSUM WALL BOARD

TYP. TYPICAL

WHERE NOTED - SHADED AREA REPRESENTS A DIFFERENT

PARTITON TYPE AS INDICATED, OR SHALL BE THE SAME

ASSEMBLY SHOWN FOR A BACK TO BACK OVERALL

ASSEMBLY.

10.

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

A s in di ca te d

0 /

: 2

A I

G S

O R

E, V

F-

AE601

N O

N or fo lk

, V A

P A R

O N

A A

E 6

K D

N D

D M

MACRO

1 2 3 4 5 6

W2 W2

W1 W1

100B

SMR

GDS, TYP

BRK-1CWSBRK-1

SUBEJ BEJ BEJ BEJ BEJ BEJ BEJ BEJ BEJ

MECH ENCLOSURE, AL

2.7

MACRO

6 7 8 9 10 11 12

W1 W1 W1 W1 W1

SMR

BRK-1

CWS

BRK-1

GDS, TYP

GDS

BEJ BEJ BEJ BEJ BEJ BEJ BEJ

1. FOR EXTERIOR FINISH INFORMATION, SEE EXTERIOR

COLOR SCHEDULE SHEET AE608

2. FOR ROOF DETAILS SEE AE501-AE509

3. FOR BRICK EXPANSION JOINT DESRIPTION SEE

SHEET AE516

4. FOR LIGHT FIXTURE DESCRIPTION SEE

ELECTRICAL DWGS

5. CONTRACTOR TO PROVIDE SLIP JOINT TYPE

BRICK EXPANSION JOINTS AT WINDOWS AS

INDICATED

6. FOR SIGNAGE SEE AE609

NOTES:

LEGEND:

CWS

CSM

BRK-1

BRK-2

WINDOW TYPES, SEE WINDOW SCHEDULE

SHEET AE605W#

SMR

GDS

LOUVER TYPES, SEE LOUVER SCHEDULE SHEET

AE605

PRECAST CONCRETE WATERTABLE & SILL

CALCIUM SILICATE MASONRY UNITS

METAL COPING

BRICK FINISH - BRK-1 = FIELD BRICK

BRICK FINISH - BRK-2 = SILL BRICK

METAL PANEL - METAL WALL PANELS

SUN SHADE

ALUMINUM TRIM

STANDING SEAM METAL ROOFING

METAL ROOF PANELS

GUTTERS AND DOWNSPOUTS

EXTERIOR DOORS & FRAMES

9 PARTITION TYPES, SEE SCHEDULE SHEET AE601

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

A s in di ca te d

0 /

: 3

A I

G S

O R

E, V

F-

AE205

N O

N or fo lk

, V A

E N

R G

S O

V A

O N

A A

E 2

1/8" = 1'-0"AE205

PARTIAL ENLARGED SOUTH ELEVATION -

AREAS J AND F

1/8" = 1'-0"AE205

PARTIAL ENLARGED SOUTH ELEVATION -

AREAS F AND C 0 4' 16'8'

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

KEY PLAN

K D

N D

D M

1 1

4' -0

-1

4" 5"

4' -0

-1

4" 5" 4"5"

5" 5"

2"2"

2" 2"

DOOR ELEVATIONS

SCALE: NTS

2"2"

4" 4"

2" 2"

FRAME ELEVATIONS SCALE: 1/4"=1'-0"

3/8"

THICK

TEMP.

GLASS

LITES

LEGEND:

ALUM. ALUMINUM

HOLLOW METAL

STL. STEEL

RM ROOM

* SEE REMARKS COLUMN

FR-OCD FIRE RATED OVERHEAD COILING DOORS -

SEE SECTION 08 33 23.

NOTES:

1. DETERMINED FRAME THROAT WIDTH BY ACTUAL WIDTH OF

PARTITION TYPE SCHEDULED. CONTRACTOR SHALL COORDINATE

EACH FRAME WITH PARTITION TYPES THROUGHOUT (TYP.).

2. DOOR FRAME & DETAILS LOCATED WITHIN EXTERIOR WALLS, SHALL

BE PROVIDED AS SCHEDULED & INCLUDE NECESSARY FLASHING,

SEALANT, AIR BARRIER, & VAPOR BARRIER PER MANUFACTURES

STANDARD INSULATED METAL WALL PANEL DETAIL(TYP.).

FOR FRAME DETAILS, REFER TO AE604. FOR SILLS SEE HARDWARE

SCHEDULE OR USE APPROPRIATE TYPICAL DETAIL ON AE604

MINIMUM REQUIREMENT FOR EXTERIOR DOORS & FRAMES, AS

WELL AS OTHER DOOR NUMBERS AS IDENTIFIED SHALL ACHIEVE

DOD MINIMUM STANDARDS AS DEFINED IN UFC 4-010-01 MINIMUM

ANTITERRORISM STANDARDS FOR BUILDINGS, 2012 EDITION.

MACRO FACILITY IS CONSIDERED LOW OCCUPANCY DUE TO LOW

POPULATION DENSITY; AND ENTRY LEVEL SHALL BE CONSIDERED

OCCUPIED ADMINISTRATIVE / SUPPORT AND NEEDS TO COMPLY

WITH UFC STANDARDS. PARKING & ROADS ARE RESTRICTED

ACCESS AT ENTRY LEVEL VICINITY WITH A STANDOFF DISTANCE

FOR DOORS AND WINDOWS OVER 50' FROM THE BUILDING.

CHARGE WEIGHT II SHALL BE UTILIZED PER THE UFC

REQUIREMENTS.

4' -0

5" 5" 5"5" 5"5"5"

LOUVER - WHEN

SCHEDULED

LOUVER - WHEN

SCHEDULED

2 1/2" 2 1/2"

INSUL.

LOW-E

SAFETY

GLASS AS

SPECIFIED

1/ 2"

OVERHEAD

COILING

DOOR

H.M.

INSUL.

LOW-E

SAFETY

GLASS AS

SPECIFIED

INSUL.

LOW-E

SAFETY

GLASS AS

SPECIFIED

INSUL.

LOW-E

SAFETY

GLASS AS

SPECIFIED

2 1/2"

INSUL. LOW-E

SAFETY GLASS AS

SPECIFIED

2 1/2"

1/ 2"

WOOD DOORS PER SECTION 08 14 00, LAMINATE FINISH PL-1

REFER TO COLOR SCHEDULE.

EXTERIOR DOORS & FFRAMES TO BE INSULATED..6.

FOR OVERSIZED HEAVY DOORS, PROVIDE STEEL SUPPORT CHANNELS AS INDICATED. BOTH

JAMB CHANNELS SHALL BE ANCHORED TO SLAB ON GRADE AND EXTENDED TO STRUCTURE

ABOVE SEE SECTION 05 50 13 MISCELLANEOUS METAL FABRICATIONS.

LOUVER - WHEN

SCHEDULED

LOUVER - WHEN

SCHEDULED

DOOR LEAF USED

AS ACCESS PANEL

CUSTOM SIZE

4' -4

" A

2"2"

2" 2"

DOOR FRAME USED

FOR ACCESS PANEL

CUSTOM SIZE ALL

AROUND

4' -2

" A

FIN. FLOOR ELEV

DIMENSIONS AS

SCHEDULED

FOR WINDOWS

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

'-0

0 /

: 4

A I

G S

O R

E, V

F-

AE603

N O

N or fo lk

, V A

D O

O R

N D

D E

A A

E 6

DOOR SCHEDULE

DOOR #

ROOM: # STC

DOOR PANEL LOUVER SIZE FRAME FIRE

RATING

(MIN.) HDW SET # CommentsELEV. MAT'L W H T U.C. H W ELEV. MAT'L HEAD JAMB SILL

001A 001 F ALUM/GLASS 6'-0" 7'-0" 1 3/4" ---- ---- ---- 5 ALUM --- --- S3 ---- 902 001B 001 F ALUM/GLASS 6'-0" 7'-0" 1 3/4" ---- ---- ---- 5 ALUM --- --- S2 ---- 901

002A 002 F ALUM/GLASS 6'-0" 7'-0" 1 3/4" ---- ---- ---- 2 ALUM --- --- ---- 903

002B 002A C HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 3 HM H4 J4 ---- 904

005A 005 45 C WD *NOTE 5 3'-0" 7'-0" 1 3/4" 3/4" ---- ---- 1 HM H1 / H2 J1 / J2 ---- 906 005B 005 45 C WD *NOTE 5 3'-0" 7'-0" 1 3/4" 3/4" ---- ---- 1 HM H1 / H2 J1 / J2 ---- 907

005H 005 D HM 6'-0" 7'-0" 1 3/4" 3/4" 2 HM H1 / H2 J1 / J2 ---- 908

009 009 C HM 3'-0" 7'-0" 1 3/4" 3/4" ---- ---- 1 HM H1 / H2 J1 / J2 ---- 909

010A 002 45 A WD *NOTE 5 3'-0" 7'-0" 1 3/4" 3/4" ---- ---- 1 HM H1 / H2 J1 / J2 ---- 910 010B 010A 45 A WD *NOTE 5 3'-0" 7'-0" 1 3/4" 3/4" ---- ---- 1 HM H1 / H2 J1 / J2 ---- 910 010C 010B 45 A WD *NOTE 5 3'-0" 7'-0" 1 3/4" 3/4" ---- ---- 1 HM H1 / H2 J1 / J2 ---- 910 010D 010B 45 A WD *NOTE 5 3'-0" 7'-0" 1 3/4" 3/4" ---- ---- 1 HM H1 / H2 J1 / J2 ---- 910 010E 010A 45 E ALUM/GLASS 3'-7" 7'-0" 1 3/4" 3/4" ---- ---- 6 ALUM --- --- ---- 911 010F 010B 45 E ALUM/GLASS 3'-7" 7'-0" 1 3/4" 3/4" ---- ---- 6 ALUM --- --- ---- 911 011 007 C WD *NOTE 5 3'-0" 7'-0" 1 3/4" 3/4" 2'-0" 2'-0" 1 HM H1 / H2 J1 / J2 ---- 912 012 010B D WD *NOTE 5 6'-0" 7'-0" 1 3/4" 3/4" ---- ---- 2 HM H1 / H2 J1 / J2 ---- 914 013 013 C WD *NOTE 5 3'-0" 7'-0" 1 3/4" 3/4" 2'-0" 2'-0" 1 HM H1 / H2 J1 / J2 ---- 912

014 014 --- --- 4'-6" 7'-0" 0" ---- ---- ---- 2 HM H3 J3 ---- ---

015 015 C WD *NOTE 5 3'-0" 7'-0" 1 3/4" 3/4" ---- ---- 1 HM H1 / H2 J1 / J2 ---- 920

016 016 --- --- 4'-6" 7'-0" 0" ---- ---- ---- 2 HM H3 J3 ---- ---

017 017 C HM 3'-0" 7'-0" 1 3/4" 3/4" ---- ---- 1 HM H1 / H2 J1 / J2 ---- 917

018 018 C HM 3'-0" 7'-0" 1 3/4" 3/4" ---- ---- 1 HM H1 / H2 J1 / J2 ---- 918

019 019 C HM 3'-0" 7'-0" 1 3/4" 3/4" ---- ---- 1 HM H1 / H2 J1 / J2 ---- 918

020 020 --- --- 3'-4" 7'-0" 0" ---- ---- ---- 2 HM H3 J3 ---- ---

022 022 C WD *NOTE 5 3'-0" 7'-0" 1 3/4" 3/4" 1'-0" 2'-0" 1 HM H1 / H2 J1 / J2 ---- 919 026 026 A WD *NOTE 5 3'-0" 7'-0" 1 3/4" 3/4" 1'-0" 2'-0" 1 HM H1 / H2 J1 / J2 ---- 920 028 001 G WD *NOTE 5 3'-0" 7'-0" 1 3/4" 3/4" ---- ---- 1 HM H1 / H2 J1 / J2 ---- 922 029 029 C WD *NOTE 5 3'-0" 7'-0" 1 3/4" 3/4" ---- ---- 1 HM H1 / H2 J1 / J2 ---- 921 030 030 C WD *NOTE 5 3'-0" 7'-0" 1 3/4" 3/4" ---- ---- 1 HM H1 / H2 J1 / J2 ---- 921

032 032 D HM 6'-0" 7'-0" 1 3/4" ---- ---- ---- 4 HM H4 J4 ---- 905

100A 100 A HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 3 HM H4 J4 ---- 939

100B 100 A HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 3 HM H4 J4 ---- 939

100C 100 A HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 3 HM H4 J4 ---- 904

100D 100 J --- 14'-0" 18'-0" 1/2" ---- ---- ---- --- --- ** ** ---- 923 COILING DOOR - INSULATED 100E 002 H ALUM 6'-0" 7'-0" 1 3/4" ---- ---- ---- 2 ALUM H1 / H2 J1 / J2 ---- 924

103 103 48 H HM 6'-0" 7'-2" 1 3/4" ---- ---- ---- 3 HM H6 J6 1 HR 925

105A 105 48 A HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 3 HM H6 J6 1 HR 926

105B 105 48 A HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 3 HM H6 J6 1 HR 926

105C 105 A HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 3 HM H1 / H2 J1 / J2 ---- 927

106 106 J STL 8'-0" 8'-0" 1 1/2" ---- ---- ---- --- STL ** ** 1 HR 923 COILING DOOR - RATED

106A 106 A HM 3'-0" 7'-0" 1 3/4" ---- 2'-0" 2'-0" 3 HM H6 J6 1 HR 929

107A 107 A HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 3 HM H6 J6 ---- 930

107B 107 J --- 14'-0" 14'-0" 1/2" ---- ---- ---- --- --- ** ** ---- 923 COILING DOOR - INSULATED 107C 107 J --- 14'-0" 14'-0" 1/2" ---- ---- ---- --- --- ** ** 1 HR 923 COILING DOOR - RATED 107D 107 J --- 14'-0" 14'-0" 1/2" ---- ---- ---- --- --- ** ** ---- 923 COILING DOOR - INSULATED

107E 107 A HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 3 HM H1 / H2 J1 / J2 ---- 928

107F 107 J --- 14'-0" 14'-0" 1/2" ---- ---- ---- --- --- ** ** ---- 923 COILING DOOR - INSULATED 108 108 D HM 6'-0" 7'-0" 1 3/4" ---- 1'-0"* 2'-0"* 2 HM H1 / H2 J1 / J2 ---- 934 * LOUVER EACH DOOR

109 109 B HM 6'-0" 7'-0" 1 3/4" ---- ---- ---- 2 HM H1 / H2 J1 / J2 ---- 931

110 110 C HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 1 HM H1 / H2 J1 / J2 ---- 918

111A 111 B HM 6'-0" 7'-0" 1 3/4" ---- ---- ---- 2 HM H1 / H2 J1 / J2 ---- 931

111B 111 B HM 6'-0" 7'-0" 1 3/4" ---- ---- ---- 2 HM H1 / H2 J1 / J2 ---- 931

112 112 D HM 6'-0" 7'-0" 1 3/4" ---- 1'-0"* 2'-0"* 2 HM H1 / H2 J1 / J2 ---- 934 * LOUVER EACH DOOR 113 113 ** ** 4'-0" 7'-0" 1 3/4" ** ---- ---- ** ** ** ** ---- ** ** VAULT DOOR & DAY GATE

114 114 C HM 3'-0" 7'-0" 1 3/4" ---- 2'-0" 2'-0" 1 HM H1 / H2 J1 / J2 ---- 933

115A 115 B HM 7'-0" 8'-0" 1 3/4" ---- ---- ---- 2 HM H5 J5 ---- 935 ADDITIONAL STEEL FRAME

SUPPORT IN WALL AS DETAILED.

115B 115 A HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 1 HM H1 / H2 J1 / J2 ---- 936

118A 118 D HM 6'-0" 7'-0" 1 3/4" ---- ---- ---- 2 HM H1 / H2 J1 / J2 ---- 937

118B 118 C HM 3'-0" 7'-0" 1 3/4" ---- 2'-0" 2'-0" 1 HM H1 / H2 J1 / J2 ---- 938

120 120 --- --- 4'-0" 7'-0" 0" ---- ---- ---- 2 HM H3 J3 ---- ---

121 120 C HM 3'-0" 7'-0" 1 3/4" ---- 2'-0" 2'-0" 1 HM H1 / H2 J1 / J2 ---- 912

122 122 C HM 3'-0" 7'-0" 1 3/4" ---- 2'-0" 2'-0" 1 HM H1 / H2 J1 / J2 ---- 912

123 123 --- --- 3'-4" 7'-0" 0" ---- ---- ---- 2 HM H3 J3 ---- ---

124 124 --- --- 3'-4" 7'-0" 0" ---- ---- ---- 2 HM H3 J3 ---- ---

128 128 D HM 6'-0" 7'-0" 1 3/4" ---- 1'-0"* 2'-0"* 2 HM H1 / H2 J1 / J2 ---- 934 * LOUVER EACH DOOR 129 129 D HM 6'-0" 7'-0" 1 3/4" ---- 1'-0"* 2'-0"* 2 HM H1 / H2 J1 / J2 ---- 934 * LOUVER EACH DOOR

130 130 D HM 6'-0" 7'-0" 1 3/4" ---- ---- ---- 4 HM H1 / H2 J1 / J2 ---- 905

134 134 D HM 6'-0" 7'-0" 1 3/4" ---- ---- ---- 4 HM H1 / H2 J1 / J2 ---- 905

136 136 C HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 1 HM H1 / H2 J1 / J2 ---- 918

137 137 C HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 1 HM H1 / H2 J1 / J2 ---- 918

138 138 C HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 1 HM H1 / H2 J1 / J2 ---- 918

139 139 C HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 1 HM H1 / H2 J1 / J2 ---- 918

140 140 D HM 6'-0" 7'-0" 1 3/4" ---- ---- ---- 4 HM H4 J4 ---- 905

145 145 C HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 1 HM H1 / H2 J1 / J2 ---- 918

146 146 C HM 3'-0" 7'-0" 1 3/4" ---- ---- ---- 1 HM H1 / H2 J1 / J2 ---- 918

04 8268 02 4 8134

SCALE: 1/4"=1'-0"

K D

N D

D M

1 1 1

B C E

BRK-1, SOLDIER

BRK-1

CWS

GDS, TYP

MPCWSBRK-1

GDS, TYP

BEJ BEJ BEJ BEJ BRK-1BEJ BEJ BEJBEJ BEJ

L4 L9

16'-8"

4'-8"

MECH ENCLOSURE, AL

MACRO

E G H

MP MECH ENCLOSURE, AL

BRK-1

CWS BRK-1 GDS, TYP

BEJ BEJBEJ

BEJ

BEJ BEJ BEJ

1. FOR EXTERIOR FINISH INFORMATION, SEE EXTERIOR

COLOR SCHEDULE SHEET AE608

2. FOR ROOF DETAILS SEE AE501-AE509

3. FOR BRICK EXPANSION JOINT DESRIPTION SEE

SHEET AE516

4. FOR LIGHT FIXTURE DESCRIPTION SEE

ELECTRICAL DWGS

5. CONTRACTOR TO PROVIDE SLIP JOINT TYPE

BRICK EXPANSION JOINTS AT WINDOWS AS

INDICATED

6. FOR SIGNAGE SEE AE609

NOTES:

LEGEND:

CWS

CSM

BRK-1

BRK-2

WINDOW TYPES, SEE WINDOW SCHEDULE

SHEET AE605W#

SMR

GDS

LOUVER TYPES, SEE LOUVER SCHEDULE SHEET

AE605

PRECAST CONCRETE WATERTABLE & SILL

CALCIUM SILICATE MASONRY UNITS

METAL COPING

BRICK FINISH - BRK-1 = FIELD BRICK

BRICK FINISH - BRK-2 = SILL BRICK

METAL PANEL - METAL WALL PANELS

SUN SHADE

ALUMINUM TRIM

STANDING SEAM METAL ROOFING

METAL ROOF PANELS

GUTTERS AND DOWNSPOUTS

EXTERIOR DOORS & FRAMES

9 PARTITION TYPES, SEE SCHEDULE SHEET AE601

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

A s in di ca te d

0 /

: 2

A I

G S

O R

E, V

F-

AE208

N O

N or fo lk

, V A

E N

R G

A T

N S

A A

E 2

1/8" = 1'-0"AE208

PARTIAL ENLARGED WEST ELEVATION - AREAS

L AND K

1/8" = 1'-0"AE208

PARTIAL ENLARGED WEST ELEVATION - AREAS

K AND J

0 4' 16'8'

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

KEY PLAN

K D

N D

D M

FLASHING (TYP.)

DRIP (TYP.)

RIGID INSUL SEE WALL

SECTIONS (TYP.)

METAL STUD FRAMING -

SEE WALL SECTIONS

(TYP.)

FACE BRICK (TYP.)

AIR BARRIER (TYP.)

STEEL (TYP.)

SHEATHING SEE

WALL SECTIONS

(TYP.)

GWB AS SCHEDULED

(TYP.)

ALUM. LOUVER (TYP.)

SEALANT (TYP.)

STEEL LINTEL

SEE STRUCT. (TYP.)

1'-6" 2 1/2"

1'-8 1/2"

BUG SCREEN

AS SCHEDULED

BIRD SCREEN

AS SCHEDULED

DUCT OUTLINE

AS SCHEDULED

SEE MECH. DWGS.

FLASHING (TYP.)

AIR BARRIER (TYP.)GWB AS

SCHEDULED (TYP.)

SEALANT (TYP.)

FACE BRICK (TYP.)

BUG SCREEN

AS SCHEDULED BIRD SCREEN

AS SCHEDULED

DUCT OUTLINE

AS SCHEDULED

SEE MECH. DWGS.

FLASHING (TYP.)

METAL STUD FRAMING -

SEE WALL SECTIONS

(TYP.)

SEALANT (TYP.)

DRIP (TYP.)

FACE BRICK (TYP.)

WEEP HOLE (TYP.)

FLASHING (TYP.)

BUG SCREEN

AS SCHEDULED BIRD SCREEN

AS SCHEDULED

DUCT OUTLINE

AS SCHEDULED

SEE MECH. DWGS.

L4 EXTERIOR METAL LOUVERS

FFE

J11

S11

H11

M.O.

4'-0"

L3 EXTERIOR METAL LOUVERS

FFE

J11

S11

H11

M.O.

4'-0"

L5 EXTERIOR METAL LOUVERS

FFE

J11

S11

H11

M.O.

4'-0"

ALIGN W/

DOOR FRAME

BELOW

L6 EXTERIOR METAL LOUVERS

FFE

J11

S11

H11

M.O.

4'-0"

ALIGN W/

DOOR FRAME

BELOW

L7 EXTERIOR METAL LOUVERS

FFE

J11

S11

H11

M.O.

2'-0"

ALIGN W/

DOOR FRAME

BELOW

FFE

"J11

S11

H11

M.O.

6'-0"

L8 EXTERIOR METAL LOUVERS

FFE

J11

S11

H11

M.O.

2'-8"

L10

FFE

J11

S11

H11

M.O.

4'-0"

L13 L14

FFE

J11

S11

H11

M.O.

2'-0"

ALIGN W/

DOOR FRAME

BELOW

FFE

.1 9'

-4 "J12

S12

H12

M.O.

6'-0"

EXTERIOR METAL LOUVERS EXTERIOR METAL LOUVERS INTERIOR METAL LOUVERS EXTERIOR METAL LOUVERS

W/ FIRE DAMPER

L16 EXTERIOR METAL LOUVERS

FFE

J11

S11

H11

M.O.

2'-8"

L17 EXTERIOR METAL LOUVERS

FFE

J11

S11

H11

M.O.

2'-8"

L18 EXTERIOR METAL LOUVERS

FFE

J11

S11

H11

M.O.

2'-8"

L19 EXTERIOR METAL LOUVERS

FFE

J11

S11

H11

M.O.

2'-8"

L21 EXTERIOR METAL LOUVERS

FFE

J11

S11

H11

M.O.

2'-8"

ALIGN W/ CENTER OF

WINDOW BELOW

EQ EQ

L20 EXTERIOR METAL LOUVERS

FFE

'-0

M.O.

. 5'-4"

L22 EXTERIOR METAL LOUVERS

FFE

-4

M.O.

5'-0"

2' -8

DETAILS ON AE408

ALUM. FRAME

(TYP.)

SEALANT

(TYP.)

GWB - WHERE

SCHEDULED

DUCT OUTLINE

AS SCHEDULED

SEE MECH. DWGS.

FIRE DAMPER AS

SCHEDULED

ALUM. FRAME

(TYP.)

SEALANT

(TYP.)

GWB - WHERE

SCHEDULED

DUCT OUTLINE

AS SCHEDULED

SEE MECH. DWGS.

FIRE DAMPER AS

SCHEDULED

ALUM. FRAME

(TYP.)

GWB - WHERE

SCHEDULED

DUCT OUTLINE

AS SCHEDULED

SEE MECH. DWGS.

FIRE DAMPER AS

SCHEDULED

LEGEND NOTES

PRECAST CONCRETE SILL / WATERTABLE

CALCIUM SILICATE MASONRY UNITS

ALUMINUM

BRICK FINISH

GLAZING

METAL WALL PANEL

FOR COLOR OF LOUVER FINISHES - SEE EXTERIOR COLOR

SCHEDULE.

CWS -

CSM -

AL -

BRK -

GL -

MP -

PAINT COLOR FINISH - SEE EXTERIOR COLOR

SCHEDULE

P-X

FOR LOUVER TYPES NOT SCHEDULED HERE REFER TO

MECHANICAL DRAWINGS

LOUVER DIMENSIONS SCHEDULED HERE ARE FOR MASONRY

/ ROUGH OPENINGS, ALIGNMENT, AND ELEVATIONS, WHICH

SHALL BE FIXED AS INDICATED. PROVIDE ACTUAL LOUVER

SIZES SPECIFICALLY COORDINATED WITH MINIMUM

REQUIREMENTS OF NET FREE AREA INDICATED BY

MECHANICAL (TYP.)

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

A s in di ca te d

0 /

: 4

A I

G S

O R

E, V

F-

AE607

N O

N or fo lk

, V A

L O U

S C

H E

L E

L S

A E6

K D

N D

1 1/2" = 1'-0"AE607

H11 HEAD DETAIL

1 1/2" = 1'-0"AE607

J11 JAMB DETAIL

1 1/2" = 1'-0"AE607

S10 SILL DETAIL

1 1/2" = 1'-0"AE607

H12 HEAD DETAIL

1 1/2" = 1'-0"AE607

J12 JAMB DETAIL

1 1/2" = 1'-0"AE607

S12 SILL DETAIL

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

11 04 8268 02 4 8134

SCALE: 1/4"=1'-0"

D M

ENTRY

5'-4"

123456

W2 W2 W2 W2 W2

130 100C 100D

SMR

GDS, TYP

BRK-1, SOLDIER

BRK-1

CWS

BRK-1

CWS

BRK-1

CWS

BRK-1

BEJ BEJ BEJ BEJ BEJ BEJ BEJ BEJ

L20 L3

9'-4" 2'-0"

MECH ENCLOSURE, AL

1. FOR EXTERIOR FINISH INFORMATION, SEE EXTERIOR

COLOR SCHEDULE SHEET AE608

2. FOR ROOF DETAILS SEE AE501-AE509

3. FOR BRICK EXPANSION JOINT DESRIPTION SEE

SHEET AE516

4. FOR LIGHT FIXTURE DESCRIPTION SEE

ELECTRICAL DWGS

5. CONTRACTOR TO PROVIDE SLIP JOINT TYPE

BRICK EXPANSION JOINTS AT WINDOWS AS

INDICATED

6. FOR SIGNAGE SEE AE609

NOTES:

LEGEND:

CWS

CSM

BRK-1

BRK-2

WINDOW TYPES, SEE WINDOW SCHEDULE

SHEET AE605W#

SMR

GDS

LOUVER TYPES, SEE LOUVER SCHEDULE SHEET

AE605

PRECAST CONCRETE WATERTABLE & SILL

CALCIUM SILICATE MASONRY UNITS

METAL COPING

BRICK FINISH - BRK-1 = FIELD BRICK

BRICK FINISH - BRK-2 = SILL BRICK

METAL PANEL - METAL WALL PANELS

SUN SHADE

ALUMINUM TRIM

STANDING SEAM METAL ROOFING

METAL ROOF PANELS

GUTTERS AND DOWNSPOUTS

EXTERIOR DOORS & FRAMES

9 PARTITION TYPES, SEE SCHEDULE SHEET AE601

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

A s in di ca te d

0 /

: 4

A I

G S

O R

E, V

F-

AE204

N O

N or fo lk

, V A

N O

V A

O N

A A

E 2

1/8" = 1'-0"AE204

PARTIAL ENLARGED NORTH ELEVATION -

AREAS H AND L

0 4' 16'8'

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

KEY PLAN

K D

N D

D M

B C E

BRK-1, SOLDIER

BRK-1

CWS

GDS, TYP

MPCWSBRK-1

GDS, TYP

BEJ BEJ BEJ BEJ BRK-1BEJ BEJ BEJBEJ BEJ

L4 L9

16'-8"

4'-8"

MECH ENCLOSURE, AL

MACRO

E G H

MP MECH ENCLOSURE, AL

BRK-1

CWS BRK-1 GDS, TYP

BEJ BEJBEJ

BEJ

BEJ BEJ BEJ

1. FOR EXTERIOR FINISH INFORMATION, SEE EXTERIOR

COLOR SCHEDULE SHEET AE608

2. FOR ROOF DETAILS SEE AE501-AE509

3. FOR BRICK EXPANSION JOINT DESRIPTION SEE

SHEET AE516

4. FOR LIGHT FIXTURE DESCRIPTION SEE

ELECTRICAL DWGS

5. CONTRACTOR TO PROVIDE SLIP JOINT TYPE

BRICK EXPANSION JOINTS AT WINDOWS AS

INDICATED

6. FOR SIGNAGE SEE AE609

NOTES:

LEGEND:

CWS

CSM

BRK-1

BRK-2

WINDOW TYPES, SEE WINDOW SCHEDULE

SHEET AE605W#

SMR

GDS

LOUVER TYPES, SEE LOUVER SCHEDULE SHEET

AE605

PRECAST CONCRETE WATERTABLE & SILL

CALCIUM SILICATE MASONRY UNITS

METAL COPING

BRICK FINISH - BRK-1 = FIELD BRICK

BRICK FINISH - BRK-2 = SILL BRICK

METAL PANEL - METAL WALL PANELS

SUN SHADE

ALUMINUM TRIM

STANDING SEAM METAL ROOFING

METAL ROOF PANELS

GUTTERS AND DOWNSPOUTS

EXTERIOR DOORS & FRAMES

9 PARTITION TYPES, SEE SCHEDULE SHEET AE601

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

A s in di ca te d

0 /

: 2

A I

G S

O R

E, V

F-

AE208

N O

N or fo lk

, V A

E N

R G

A T

N S

A A

E 2

1/8" = 1'-0"AE208

PARTIAL ENLARGED WEST ELEVATION - AREAS

L AND K

1/8" = 1'-0"AE208

PARTIAL ENLARGED WEST ELEVATION - AREAS

K AND J

0 4' 16'8'

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

KEY PLAN

K D

N D

D M

FEC

AED

LOC

FEC

LOC

FEC

FEB

FEB FEB FEB

FEBFEB

FEB

FEC

FES

AED

FACP

LOC

AED

LOC

1 HOUR RATING

EGRESS PATH

LEGEND

FIRE EXTINGUISHER CABINET -

FULLY RECESSED

FEC

AUTOMATED EXTERNAL

DEFIBRILLATORAED

FIRE EXTINGUISHER CABINET -

SURFACE MOUNTED

FES

FIRE EXTINGUISHER BRACKETFEB

180 EGRESS PATH AND EGRESS

CAPACITY

LOCAL OPERATOR CONSOLELOC

FIRE ALARM CONTROL PANELFACP

SEE A-005 FOR CRITERIA

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

A s in di ca te d

0 /

: 3

A I

G S

O R

E, V

C E_

Fi le

N am e

F-

A-004

N O

N or fo lk

, V A

E R

I S

G R

A A

- 0

3/64" = 1'-0"A-004

1 FIRE RESISTIVE PLAN

PLAN NORTH

0 10' 40'20'

SCALE: 3/64" = 1'-0"

KEY PLAN

K D

N D

D M

SHOP

GRAPHICS

STORAGE

IDS

ELECTRICAL

CLASSROOM

010B

/1 AE106

/1 AE102

MECHANICAL

/1 AE105

3" 6'

-1 0"

26'-0" 3'-4" 5'-8" 9'-8" 5'-4" 7'-4" 4'-8" 17'-8"

10'-0"

8' -0

FIRE PUMP

14 17 19

C.5

C.7

C.8

3'-4"

010D

017 019

002B

105C

TER

11 9

11 9 9

11A

22A2

FORKLIFT AND

CHARGERS, NIC

FEB

'-9

5'-7"

BOLLARDS

CORRIDOR

002A

HARDSCAPE

SEE CIVIL

DWGS

D.1

2' -0

7'-4 1/2"

8' -0

-8

1' -0

" 8"

11'-6" 6'-4"

10"

1' -5

-4

1' -1

1/ 2"

5'-0"

5'-9"

11A

BEJBEJBEJ

BEJ

BEJBEJBEJ

BEJ

10'-0"

11A

REFRIGERATOR

NIC

1' -8

1'-8 1/2"

1' -8

106A

'-1

STORAGE

10'-8"

5' -4

2' -0

-0

1' -1

/6 4"

8' -0

-0

1'-0"

31'-1" 15'-4" 12'-8" 22'-4"

29'-4" 15'-4"

'-0

'-9

-2

'-0

LEGEND:

FLOOR DRAINS

INDICATES DOOR TYPES. SEE DOOR

SCHEDULES ON SHEET AE603.

INDICATES WINDOW AND LOUVER TYPES, SEE

WINDOW TYPES ON SHEET AE605.

PARTITION TYPES, SEE SHEETS AE601

F.D.

HIGH DENSITY STORAGE AREA

SEE IN105, IN106 AND IN104

FIRE EXTINGUISHER CABINET - RECESSEDFEC

FIRE EXTINGUISHER CABINET - SURFACEFES

FIRE EXTINGUISHER BRACKETFEB

MATCH LINES

BOLLARDS, SEE SHEEET A-002

BRICK EXPANSION JOINT, SEE SHEET AE509BEJ

AUTOMATED EXTERNAL DEFIBRILLATORAED

FIRE ALARM CONTROL PANELFACP

1. FOR FURNITURE AND EQUIPMENT PLAN LAYOUTS REFER TO

SHEETS IN101-IN104.

2. FOR FIRE EXTINGUISHER AND AED LOCATIONS SEE LIFE

SAFETY PLAN SHEET A-004.

3. FOR PARTITION TYPE INFORMATION SEE SHEET AE601.

4. ALL DOORS SHALL BE EITHER PLACED 4" FROM CLOSEST

INTERIOR WALL CORNER OR LOCATED ON WALL AS

DIMENSIONED.

5. UNLESS OTHERWISE NOTED ALL MASONRY WALLS EXTEND

TO BOTTOM OF METAL DECKING. CONTRACTOR TO EXTEND ALL

FIRE RATED PARTITIONS FROM FLOOR TO BOTTOM OF DECK.

SEE PARTITION TYPES AND STRUCTURAL DWGS.

6. OVERHEAD STRUCTURAL SEE REFLECTED CEILING PLANS.

7. SEE STRUCTURAL DWGS FOR THE LOCATIONS OF CONTROL

JOINTS.

8. CONTRACTOR TO PROVIDE VERTICAL GASKETING AT THE

WINDOW MULLIONS THAT INTERSECT OR CLOSELY INTERSECT

WITH INTERIOR PARTITIONS.

9. FOR MECHANICAL EQUIPEMENT DESCRIPTION SEE

MECHANICAL DWGS.

10. FOR CONCRETE COLUMN PROTECTIVE SHAPES SEE AE511

11. DIMENSIONS TO BE CONFIRMED BY SIZE OF MECHANICAL

ENCLOSURE. SEE MECHANICAL DWGS. PLACE EAST-WEST

BRICK SCREEN WALLS SYMMETRICALLY NORTH-SOUTH TO THE

BUILDING CENTER LINE.

NOTES:

SHEET

IDENTIFICATION

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- 1/8" = 1'-0"AE103

1 PARTIAL FLOOR PLAN - PART B

PLAN NORTH

164 8268

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

KEY PLAN

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NOTES

1. REFERENCE TO MANUFACTURERS' COLORS, PATTERNS, &/OR MATERIAL AS IDENTIFIED HERE

ARE USED TO DEFINE BASIS FOR DESIGN. FINISHES IDENTIFIED REPRESENT OVERALL

PROJECT COORDINATION WITH PROCUREMENT OF ITEMS OUTSIDE THE SCOPE OF THIS

CONTRACT, SPECIFICALLY FURNITURE, FIXTURES, AND EQUIPMENT (FF&E). COLORS,

PATTERNS, &/OR MATERIAL AS IDENTIFIED HERE SHALL NOT LIMIT SELECTION, OR, EXCLUDE

EQUIVALENT PRODUCTS SELECTED FROM OTHER MANUFACTURERS. PRODUCTS OF OTHER

MANUFACTURERS WILL BE CONSIDERED WHEN SUBMITTED TO GOVERNMENT FOR

APPROVAL, BASED ON CONFORMANCE TO SPECIFICATIONS, AS WELL AS, INTENDED COLOR,

PATTERN, & MATERIAL TYPE INDICATED AS DESIGN INTENT. SUBMIT MANUFACTURER DATA

FOR PROPOSED ALTERNATIVE FINISHES IN A TIMELY MANNER FOR APPROPRIATE REVIEW AND

APPROVAL.

4. EXPOSED MECHANICAL UNIT HEATERS, RADIATORS, AND AIR CURTAINS AS SCHEDULED BY

MECHANICAL DRAWINGS, SHALL BE PROVIDED WITH FACTORY FINISH WITH CUSTOM COLOR

MATCHING PAINT COLOR P-3. SEE COLOR SCHEDULE (TYP.) CUSTOM COLOR NOT REQUIRED

FOR EQUIPMENT LOCATED WITHIN MEHCANCIAL ROOMS.

5. FINISH COLOR OF INTERIOR LOUVERS, AS SCHEDULED ON AE607 AND MECHANICAL DRAWINGS

SHALL BE PROVIDED A FACTORY FINISH WITH CUSTOM COLOR MATCHING PAINT COLOR P-3.

6. FINISH COLOR OF EXPOSED PIPING AND PIPING JACKETS, AS SCHEDULED ON MECHANICAL

DRAWINGS SHALL BE PROVIDED A FIELD PAINT FINISH WITH CUSTOM COLOR MATCHING PAINT

COLOR P-3.

9. PROVIDE SHOWER ROOM PRIVACY DOOR AS TOILET PARTITION - FINISH TP-2. FINISHES OF TOILET

PARTITION & METAL LOCKERS SHALL MATCH.

3. WHERE PAINTED WAINSCOT FINISH WP-1 IS SCHEDULED PROVIDE AT BASE OF ALL WALLS

SURFACES (GWB, CONCRETE, & CONCRETE COLUMN BASES) THROUGHOUT THE ROOM AS

SCHEDULED. PROVIDE WAINSCOT AS FOLLOWS:

2. WHERE IDENTIFIED ON FINISH SCHEDULE, CEILINGS INDICATING AN EXPOSED

STRUCTURE SHALL REQUIRE STRUCTURE TO RECEIVE FIELD APPLIED

FINISHES. COORDINATE VARIOUS PAINT COLORS, AND ACOUSTICAL COVERS.

REFERENCE SHEET AF501. DESIGN INTENT IS AS FOLLOWS:

MAINTAIN TOP EDGE OF WAINSCOT AT 4'-0" AFF.

BASEBOARD - OVERLAY BASEBOARD FINISH AS SCHEDULED.

PROVIDE CONTINUOUS CHAIR RAIL CR-1 AT TOP EDGE OF PAINTED WAINSCOT ALONG FLAT

WALLS ONLY - TOP EDGE EVEN & LEVEL AT 4'-0" AFF.

AT RAMPS & STAIRS, WHERE CONCRETE WALLS & CURBS ARE EXPOSED - FINISH EXPOSED

CONCRETE SURFACES W/ PAINTED WAINSCOT FULL HEIGHT - FULL HEIGHT SHALL INCLUDE

TOP & BACKSIDE OF CURBS - NO CHAIR RAIL REQUIRED (SEE C. ABOVE).

PROVIDE PAINTED WAINSCOT OVER CONCRETE COLUMN BASES & SLOPPED TOP - EDGE TO

STEEL COLUMNS (TYP.)

EXPOSED UNDERSIDE OF METAL ROOF DECK - FULLY COVER DECK WITH

SPRAY APPLIED FIBERGLASS - ACOUSTICAL COATING – COLOR WHITE.

ALL SURFACES OF STRUCTURAL OPEN WEB JOISTS, KICKERS

AND BRACING - FIELD PAINT FINISH - P-6.

ALL SURFACES OF STRUCTURAL JOIST GIRDERS, TRUSSES &

COLUMNS- FIELD PAINT FINISH - P-2.

ALL SURFACES OF METAL DUCTWORK – EXPOSED GALVANIZED

FINISH LEFT EXPOSED WITH DISPLAY OF SPANGLE OR VISIBLY LARGE

CRYSTALLINE GRAIN SIZE. PROVIDE CLEAN FINISH OF NEAT

CONNECTIONS, JOINTS, SEALS AND NO STAINS DISCOLORATION.

DIFFUSERS MOUNTED ON METAL DUCTWORK SHALL MATCH DUCT.

DISPLAY OF SPANGLE IS WANTED.

7. DIFFUSERS MOUNTED IN ACT CEILING SHALL MATCH ACT CEILING MATERIAL COLOR.

8. SPECIAL NOTE FOR MEZZANINE IN MACRO ROOM 100. INSTALL FINISH FLOOR FOR ENTIRE

MEZZANINE PLATFORM FLOOR - FINISH TO BE RF-1.

10. ROOM 100 HAS SCHEDULED TWO FLOOR FINISHES – SEE SHEET AE520 FOR EXTENT OF

EACH FINISH.

LEGEND

EXP EXPOSED

EXP ST EXPOSED STRUCTURE - SEE NOTE 5

FOR PAINT FINISH

FRP FIBERGLASS REINFORCED PANELS

FP FIRE RESISTENT PLYWOOD

GWB GYPSUM WALLBOARD

GR GROUT

L LAMINATE

MAT'L MATERIAL

PL PLASTIC LAMINATE

RF RESILIENT FLOORING - SECTION 09 65 00

- RESILIENT FLOORING

SS SOLID SURFACING - SECTION 06 61 16 -

SOLID POLYMER (SOLID SURFACING)

FABRICATIONS

TS TRANSITION STRIP

EM ENTRANCE MAT

ML METAL LOCKERS WS WINDOW SHADE

VP VINYL BASEBOARD

CT CERAMIC TILE / PORCELAIN TILE

CR CHAIR RAIL

CPT CARPET / CARPET TILE

CONC CONCRETE

BB BASEBOARD

AL ALUMINUM

E EPOXY FINISH

GL GLASS

ACT ACOUSTICAL CEILING TILE H HARDENER (CONCRETE HARDENER)

P PAINT FINISHES - SECTION 09 90 00 -

PAINTS AND COATINGS

SST STAINLESS STEEL

TP TOILET PARTITIONS - SECTION 10 21 13

- TOILET COMPARTMENTS

WB WINDOW BLINDS

WC WALL COVERING

WD WOOD

TZ TERRAZZO

HM HOLLOW METAL (DOORS)

CH CONCRETE HARDENER - APPLIED SURFACE FINISH

WP WALL PROTECTION PANEL

SHEET

IDENTIFICATION

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INTERIOR FINISH SCHEDULE

ROOM NAME

FLOOR BASE WALL CEILING DOOR

CASE-

WORK

COUNTERTOPS

TOILET

PART.

WINDOW

NOTES & REMARKS (SEE NOTES)MAT'L FINISH MAT'L FINISH

NORTH EAST SOUTH WEST

MAT'L FINISH HGT.

DOOR

FINISH

FRAME

FINISH MAT'L FINISH

WINDOW

STOOL BLINDSMAT'L FINISH MAT'L FINISH MAT'L FINISH MAT'L FINISH

001 VEST EM EM-1 TZ TZ-2 GWB - P P-5 GWB - P P-5 GWB - P P-5 GWB - P P-5 ACT ACT-2 9'-0" P-2 ** P-2 --- --- --- --- --- --- ** DOOR # 028 PAINT FINISH FRAME P-5 & WOOD DOOR PL-1.

002 CORRIDOR TZ TZ-2 TZ TZ-2 GWB - P P-5 GWB - P P-5 GWB - P P-5 GWB - P P-5 ACT ACT-1 8'-0" - 9'-0" PL-1 ** P-2 --- --- --- --- SS-2 --- ** DOOR # 002A ALUM DOOR & FRAME - MATCH FINISH P-2.

002A CORRIDOR TZ TZ-2 TZ TZ-2 GWB - P P-5 GWB - P P-5 GWB - P P-5 GWB - P P-5 ACT ACT-1 8'-0" PL-1 ** P-2 --- --- --- --- --- --- ** DOOR # 017, 018 & 019 PAINT FINISH FRAME & DOOR P-2.

005 LIBRARY CPT CPT-1 VB VB-2 GWB - P P-5 GWB - P P-5 GWB - P P-5 GWB - P P-5 ACT ACT-1 9'-0" PL-1 ** P-2 --- --- --- --- --- WB-1 ** DOOR # 005H PAINT FINISH FRAME & DOOR P-5.

005H HUMIDIFIERS TZ TZ-2 VB VB-2 GWB - P P-5 CMU - P P-5 GWB - P P-5 GWB - P P-5 ACT ACT-1 9'-0" P-5 P-5 --- --- --- --- --- --- 007 CORRIDOR TZ TZ-2 TZ TZ-2 GWB - P P-5 GWB - P P-5 GWB - P P-5 GWB - P P-5 ACT ACT-1 8'-0" PL-1 ** P-2 --- --- --- --- --- --- ** DOOR # 009 PAINT FINISH FRAME & DOOR P-2.

009 JANITOR TZ TZ-2 TZ TZ-2 GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 8'-0" P-2 P-2 --- --- --- --- --- ---

010A CLASSROOM CPT CPT-1 VB VB-2 GWB - P P-1 GWB - P P-1 GWB - P P-1 GWB - P P-7 ACT / GWB ACT-1 / P-6 9'-0"/10'-0" PL-1 P-2 --- --- --- --- --- WB-1 NO VINYL BASE BOARD AT VERTICALLY FOLDING PARTITION 010B CLASSROOM CPT CPT-1 VB VB-2 GWB - P P-1 GWB - P P-1 GWB - P P-1 GWB - P P-7 ACT / GWB ACT-1 / P-6 9'-0"/10'-0" PL-1 P-2 --- --- --- --- --- WB-1 NO VINYL BASE BOARD AT VERTICALLY FOLDING PARTITION 011 CORRIDOR TZ TZ-2 VB VB-1 GWB - P P-8 GWB - P P-8 GWB - P P-8 GWB - P P-8 ACT ACT-1 8'-0" PL-1 P-2 --- --- --- --- --- --- 012 STORAGE CPT CPT-1 VB VB-2 GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 ACT ACT-1 8'-0" PL-1 P-2 --- --- --- --- --- --- 013 CORRIDOR TZ TZ-2 VB VB-1 GWB - P P-8 GWB - P P-8 GWB - P P-8 GWB - P P-8 ACT ACT-1 8'-0" PL-1 P-2 --- --- --- --- --- --- 014 WOMEN TZ TZ-2 CT CT-2 GWB* - CT & P CT-1 / P-8 GWB - CT & P CT-1 / P-8 GWB - CT & P CT-1 / P-8 GWB - CT & P CT-1 / P-8 ACT ACT-2 8'-6" --- P-2 --- SS SS-2 TP-1 --- --- FOR WALL TILE PATTERNS SEE AF201 & AF202 015 AV CONC CH CH-1 VB VB-2 CMU, GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 EXP --- --- PL-1 P-2 --- --- --- --- --- --- 016 MEN TZ TZ-2 CT CT-2 GWB* - CT & P CT-1 / P-8 GWB - CT & P CT-1 / P-8 GWB - CT & P CT-1 / P-8 GWB - CT & P CT-1 / P-8 ACT ACT-2 8'-6" --- P-2 --- SS SS-2 TP-1 --- --- FOR WALL TILE PATTERNS SEE AF201 & AF202 017 IDS CONC CH CH-1 --- --- CMU, GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 EXP --- --- P-2 P-2 --- --- --- --- --- --- 018 TER CONC CH CH-1 --- --- GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 EXP --- --- P-2 P-2 --- --- --- --- --- --- 019 ELECTRICAL CONC CH CH-1 --- --- GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 EXP --- --- P-2 P-2 --- --- --- --- --- --- 020 BREAK TZ TZ-2 VB VB-2 GWB - P P-1 GWB - P P-1 GWB - CT CT-1 GWB - CT CT-1 ACT ACT-1 9'-0" --- P-2 PL-1 SS SS-1 --- SS-1 WB-1 FOR WALL TILE PATTERNS SEE AF202 021 SHOWER CT CT-4 CT CT-2 GWB* - CT & SS CT-1 / SS-2 GWB* - CT & SS CT-1 / SS-2 GWB* - CT & SS CT-1 / SS-2 GWB* - CT CT-1 ACT ACT-2 8'-6" --- P-2 --- --- --- TP-2 --- --- SHOWER STALL HAS SS WALL FINISH FULL HGT. ** SEE NOTE 9 022 RR CT CT-4 CT CT-2 GWB* - CT CT-1 GWB - CT CT-1 GWB - CT CT-1 GWB - CT CT-1 ACT ACT-2 8'-6" PL-1 ** P-2 --- SS SS-2 TP-2 --- --- ** SEE NOTE 9 026 STORAGE CPT CPT-1 VB VB-2 GWB - P P-1 GWB - P P-1 GWB - P P-1 GWB - P P-1 ACT ACT-1 9'-0" PL-1 P-2 --- --- --- --- --- --- 028 OFFICE CPT CPT-1 VB VB-2 GWB - P P-1 GWB - P P-1 GWB - P P-1 GWB - P P-1 ACT ACT-1 9'-0" PL-1 P-2 --- --- --- --- SS-1 WB-1 029 CURATOR CPT CPT-1 VB VB-2 GWB - P P-1 GWB - P P-1 GWB - P P-1 GWB - P P-1 ACT ACT-1 9'-0" PL-1 P-2 --- --- --- --- --- --- 030 DIRECTOR CPT CPT-1 VB VB-2 GWB - P P-1 GWB - P P-1 GWB - P P-1 GWB - P P-1 ACT ACT-1 9'-0" PL-1 P-2 --- --- --- --- SS-1 WB-1 032 FIRE PUMP CONC CH CH-1 --- --- GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 EXP --- --- P-2 P-2 --- --- --- --- --- --- 100 MACRO CONC CH CH-2 / CH-3 * VB VB-2 GWB - P WP-1**/ P-4 GWB - P WP-1**/ P-4 GWB - P WP-1**/ P-4 GWB - P WP-1**/ P-4 EXP NOTE 2 --- P-2 P-2 --- --- --- --- --- --- * FLOOR FINISHES SEE NOTE 10 ** WALL WAINSCOT SEE NOTE 3.

103 GRAPHICS RF RF-1 VB VB-1 GWB - P P-5 GWB - P P-5 GWB - P P-5 GWB - P P-5 ACT ACT-1 11'-0" P-2 P-2 PL-3 SS SS-2 --- --- WB-1 HALF WALL TO HAVE SS- CAP - SEE DETAIL AF603 105 SHOP CONC CH CH-1 VB VB-2 GWB - P WP-1**/ P-4 CMU - P WP-1**/ P-4 CMU - P WP-1**/ P-4 CMU - P WP-1**/ P-4 EXP NOTE 2 --- P-2 P-2 --- --- --- --- --- --- ** WALL WAINSCOT THROUGHOUT NOTE 3.

106 STORAGE CONC CH CH-1 --- --- CMU- P P-6 GWB - P P-6 GWB - P P-6 CMU - P P-6 EXP --- --- P-2 P-2 --- --- --- --- --- --- 107 LOADING CONC CH CH-1 --- --- GWB - P P-6 CMU - P P-6 CMU - P P-6 CMU - P P-6 EXP NOTE 2 --- P-2 P-2 --- --- --- --- --- --- 108 STORAGE CONC CH CH-1 VB VB-2 GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 ~10'-6" P-2 P-2 --- --- --- --- --- --- 109 PROCESSING CONC CH CH-1 VB VB-2 GWB - P WP-1**/ P-5 GWB - P WP-1**/ P-5 GWB - P WP-1**/ P-5 GWB - P WP-1**/ P-5 EXP P-6 P-2 P-2 PL-3 SS SS-2 --- --- --- ** WALL WAINSCOT THROUGHOUT NOTE 3.

110 STORAGE CONC CH CH-1 VB VB-2 GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 ~10'-6" P-2 P-2 --- --- --- --- --- --- 111 MICRO CONC CH CH-1 VB VB-2 GWB - P WP-1**/ P-5 GWB - P WP-1**/ P-5 GWB - P WP-1**/ P-5 GWB - P WP-1**/ P-5 EXP NOTE 2 --- P-2 P-2 --- SS SS-2 --- --- --- ** WALL WAINSCOT THROUGHOUT NOTE 3.

112 STORAGE CONC CH CH-1 / CH-2 VB VB-2 GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 ~10'-6" P-2 P-2 --- --- --- --- --- ---

112A CORRIDOR CONC CH CH-1 / CH-2 VB VB-2 GWB - P WP-1**/ P-4 GWB - P WP-1**/ P-4 GWB - P WP-1**/ P-4 GWB - P WP-1**/ P-4 ACT ACT-1 8'-0" P-2 P-2 --- --- --- --- --- --- 113 ARMS CONC CH CH-1 --- --- CONC - P P-5 CONC - P P-5 CONC - P P-5 CONC - P P-5 CONC-P P-6 12'-0" P-2 P-2 PL-3 SS SS-2 --- --- --- 114 STORAGE CONC CH CH-1 --- --- GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 ~10'-6" P-2 P-2 --- --- --- --- --- --- 115 AMMO CONC CH CH-1 --- --- GWB - P WP-1**/ P-5 GWB - P WP-1**/ P-5 GWB - P WP-1**/ P-5 GWB - P WP-1**/ P-5 EXP NOTE 2 --- P-2 P-2 --- --- --- --- --- --- ** WALL WAINSCOT THROUGHOUT NOTE 3.

115A CORRIDOR CONC CH CH-2 VB VB-2 GWB - P WP-1**/ P-4 GWB - P WP-1**/ P-4 GWB - P WP-1**/ P-4 GWB - P WP-1**/ P-4 ACT ACT-1 8'-6" P-2 P-2 --- --- --- --- --- --- 118 JANITOR CONC CH CH-1 --- --- GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 ~10'-6" P-2 P-2 --- --- --- --- --- --- 120 CORRIDOR CONC CH CH-1 VB VB-2 GWB - P P-5 GWB - P P-5 GWB - P P-5 GWB - P P-5 ACT ACT-1 8'-0" P-2 P-2 --- --- --- --- --- ---

120A CORRIDOR CONC CH CH-1 / CH-2 VB VB-2 GWB - P WP-1**/ P-4 GWB - P WP-1**/ P-4 GWB - P WP-1**/ P-4 GWB - P WP-1**/ P-4 ACT ACT-1 8'-0" P-2 P-2 --- --- --- --- --- --- 121 VEST TZ TZ-2 CT CT-2 GWB - P P-8 GWB - P P-8 GWB - P P-8 GWB - P P-8 ACT ACT-1 8'-0" P-2 P-2 --- --- --- --- --- --- 122 VEST TZ TZ-2 CT CT-2 GWB - P P-8 GWB - P P-8 GWB - P P-8 GWB - P P-8 ACT ACT-1 8'-0" P-2 P-2 --- --- --- --- --- --- 123 MEN TZ TZ-2 CT CT-2 GWB* - CT & P CT-1 / P-8 GWB - CT & P CT-1 / P-8 GWB - CT & P CT-1 / P-8 GWB - CT & P CT-1 / P-8 ACT ACT-2 8'-6" P-2 P-2 --- SS SS-2 TP-2 --- --- FOR WALL TILE PATTERNS SEE AF202 & AF203 124 WOMEN TZ TZ-2 CT CT-2 GWB* - CT & P CT-1 / P-8 GWB - CT & P CT-1 / P-8 GWB - CT & P CT-1 / P-8 GWB - CT & P CT-1 / P-8 ACT ACT-2 8'-6" P-2 P-2 --- SS SS-2 TP-2 --- --- FOR WALL TILE PATTERNS SEE AF202 & AF203 128 STORAGE CONC CH CH-1 --- --- GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P ACT-1 ~10'-6" P-2 P-2 --- --- --- --- --- ---

128A CORRIDOR CONC CH CH-2 VB VB-2 GWB - P WP-1**/ P-4 GWB - P WP-1**/ P-4 GWB - P WP-1**/ P-4 GWB - P WP-1**/ P-4 ACT ACT-1 8'-0" P-2 P-2 --- --- --- --- --- --- 129 STORAGE CONC CH CH-1 --- --- GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 ~10'-6" P-2 P-2 --- --- --- --- --- --- 130 MECHANICAL CONC CH CH-1 --- --- GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 EXP NOTE 2 --- P-2 P-2 --- --- --- --- --- --- 134 ELECTRICAL CONC CH CH-1 --- --- GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 GWB - P P-6 ~10'-6" P-2 P-2 --- --- --- --- --- --- 136 TR CONC CH CH-1 --- --- GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 GWB - P P-6 ~10'-6" P-2 P-2 --- --- --- --- --- --- 137 STORAGE CONC CH CH-1 GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 ~10'-6" P-2 P-2 --- --- --- --- --- --- 138 TR CONC CH CH-1 --- --- GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 EXP --- --- P-2 P-2 --- --- --- --- --- --- 139 ELEC CONC CH CH-1 --- --- GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 EXP --- --- P-2 P-2 --- --- --- --- --- --- 140 MECHANICAL CONC CH CH-1 --- --- GWB - P P-6 GWB - P P-6 GWB - P P-6 GWB - P P-6 EXP NOTE 2 --- P-2 P-2 --- --- --- --- --- --- 145 TR CONC CH CH-1 --- --- GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 EXP --- --- P-2 P-2 --- --- --- --- --- --- 146 ELEC CONC CH CH-1 --- --- GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 GWB & FP - P FP-1 EXP --- --- P-2 P-2 --- --- --- --- --- ---

K D

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D M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 17

C.5

C.7

D.5

C.8

D.8

E.2

D.1

12.3 J

30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0" 30' - 0"

1' - 9"

29' - 4" 15' - 4"

12' - 8"

"2.7

22' - 4"

7' - 0"7' - 0"

MECH

YARD 2

MICRO

AREA

MECH

YARD 1

MACRO

AREA ADMIN

AREA

SHEET

IDENTIFICATION

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Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

E nt er F ile N am e

F-

SB101

N O

N or fo lk

, V A

C he ck er

R A L

O N

1 0

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3/64" = 1'-0"

OVERALL FOUNDATION PLAN

NOTE:

1. SEE PARTIAL AREA FOUNDATION PLANS FOR STRUCTURAL FOUNDATION NOTES.

2. REFERENCE SHEETS SF401 & SF402 FOR GABLE ENDWALL FRAMING ELEVATIONS.

3. REFERENCE SHEET SB201 FOR CONCRETE SLAB CONSTRUCTION AND JOINT LAYOUT.

KEY PLAN

PLAN NORTH

0 10' 40'20'

SCALE: 3/64" = 1' - 0"

14 17

D.5

D.8

E.2

F10

F6 F8F8

F10

SB205

SB206

2' 8"

+2'-8"

2' 8"

-2'-8"

SF SF SF

2' 8"

0' 8"

1' 4"

2' 8"

[+2'-8"][+2'-8"]

[+2'-8"]

[+2'-8"] F10

[+2'-8"]

F7 [-2'-8"] P2 [+4'-4"]

F10 [-2'-8"]

F7 [-2'-8"] P1 [+4'-4"]

F8 [-2'-8"] P2 [+4'-4"]

[+2'-8"]

SB205

@ STAIR

@ RAMP

@ LANDING

SB205

-3" DEPRESSED SLAB

6" CONCRETE SLAB ON GRADE W/ 6x6-W2.9xW2.9WWF

FOUNDATION DRAIN

SEE SECTIONS

T/ SLAB ELEV = +5'-4"

12" THK.

CONC.

S.O.G.

6" THK.

CONC.

S.O.G.

FOUNDATION DRAIN

SEE SECTIONS

1" DEPRESSED

SLAB

5'-4"

CONC. WALL

BELOW

0'-3" 0'-1"

SB208

1' - 9"

29' - 4" 15' - 4" 12' - 8" 22' - 4"

GC PROVIDE BLOCK OUT

FOR CONCRETE WALL

AT COLUMN FLANGES

SEE ARCH WALL FOR WALL LOCATION

TRENCH DRAIN

SEE 3/SB203

AND P401

EXTERIOR SITE CONCRETE

SLOPE TO DRAIN

SEE AE404

TYP.

AREA "A"

AREA "B"

SHEET

IDENTIFICATION

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" x

N U

T D

'-0

/ 2

:3 3 :

A I

G S

C I L

V I R

R T

E, V A

Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

F-

SB102

N O

N or fo lk

, V A

C he ck er

T I

F O

O N

- A

1 0

K D

N D

1/8" = 1'-0"

FOUNDATION PLAN - AREA 'A'

1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE S-001.

2. FINISH FLOOR ELEVATION 118.17' (FFE) IS REFERENCE ELEVATION 0'-0".

3. INDICATES TOP OF WALL FOOTING ELEVATION FROM REFERENCE EL.

4. "SF"INDICATES STEP FOOTING. SEE 2/SB203 FOR DETAIL.

5. "F#" INDICATES FOOTING TYPE, SEE 6/SB202 FOR SCHEDULE.

[NO.] INDICATES TOP OF FOOTING ELEVATION FROM REFERENCE EL.

6. "P#" INDICATES CONC. PIER TYPE, SEE 1/SB203 FOR DETAIL.

[NO.] INDICATES TOP OF CONC. PIER ELEVATION FROM REFERENCE EL.

7. FOR TYPICAL SLAB-ON-GRADE CONSTRUCTION DETAILS, SEE 1/SB202.

SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES AND

TRANSITIONS.

8. SEE 2/SB202 FOR DEPRESSED SLAB CONSTRUCTION.

9. FOR INTERIOR CONCRETE PAVING LAYOUT, JOINTS, AND DETAILS, SEE

SB201. SEE PLANS AND DETAILS FOR VARYING SLAB THICKNESSES

AND TRANSITIONS.

10. COORDINATE MECHANICAL EQUIPMENT PADS DETAIL W/ MECHANICAL

DRAWINGS AND DETAIL 6/SB204.

11. SEE SHEET SF601 FOR COLUMN SCHEDULE.

PLAN NORTH

164 8268

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

KEY PLAN

NOTES:1

14 17

C.5

C.7

D.5

C.8

D.1

F6F5

6" CONCRETE SLAB ON GRADE W/

6x6-W2.9xW2.9WWF

F6 F5

6" CONCRETE SLAB ON GRADE W/

6x6-W2.9xW2.9WWF

6" CONCRETE SLAB ON GRADE W/

6x6-W2.9xW2.9WWF

SB205

SB206

2' 8"

-2'-8"

4' 8"

2' 8"

0' 8"

SF-0'-8"

+1'-4"

+1'-4" +2'-8"

[+2'-8 "]

-4'-8"

2' 8"

[-2'-8"]

[-2'-8"][-2'-8"]

[-2'-8"][-2'-8"][-2'-8"]

[-2'-8"]

@ RAMP

SB205

@ LANDING

F10 2P

F8 [-2'-8"] P4 [+4-4"]

F6 [-2'-8"] P5 [+4'-4"]

F6 F11 [-2'-6"] P3 [+4'-4"]

[+2'-8"]

FOUNDATION DRAIN

SEE SECTIONS

FOUNDATION DRAIN

SEE SECTIONS

T/ SLAB ELEV = 0'-0"

5'-4"

T/ SLAB ELEV = 5'-4"

5'-4"

SB208

1' - 9" 29' - 4" 15' - 4" 12' - 8" 22' - 4"

-2'-8" -4'-8"

@UTILITY

-4'-8" -2'-8"

2' 8"

4' 8"

2' 8"

-2'-8"

GC PROVIDE BLOCK OUT FOR

CONCRETE WALL AT COLUMN FLANGES

SB205

F6 [-2'-8"] P5 [+4'-4"]

F6 [-0'-8"] P6 [+4'-4"]

AREA "A"

AREA "B"

SB205

[-2'-8"]

@ UTILITY

TYP.

4' - 7 1/2"

4' - 0" 4' - 0"

4' - 1 1/2"

10' - 0"

SHEET

IDENTIFICATION

1 2 3 4 5

D R

B Y:

I G N

B Y:

E :

A M

E D

C O

N O

S O

N O

U S

Y C

O R

B Y:

US Army Corps of Engineers ®

" x

N U

T D

'-0

/ 2

:3 6 :

A I

G S

C I L

V I R

R T

E, V A

Baltimore District

D es ig ne r

A ut ho r

A pp ro ve r

F-

SB103

N O

N or fo lk

, V A

C he ck er

T I A

U N

D A

O N

A R

1 0

K D

N D

1/8" = 1'-0"

FOUNDATION PLAN - AREA 'B'

PLAN NORTH

164 8268

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

KEY PLAN

1. FOR GENERAL NOTES AND ABBREVIATIONS, SEE S-001.

2. FINISH FLOOR ELEVATION 118.17' (FFE) IS REFERENCE ELEVATION 0'-0".

3. INDICATES TOP OF WALL FOOTING ELEVATION FROM REFERENCE EL.

4. "SF"INDICATES STEP FOOTING. SEE 2/SB203 FOR DETAIL.

5. "F#" INDICATES FOOTING TYPE, SEE 6/SB202 FOR SCHEDULE.

[NO.] INDICATES TOP OF FOOTING ELEVATION FROM REFERENCE EL.

6. "P#" INDICATES CONC. PIER TYPE, SEE 1/SB203 FOR DETAIL.

[NO.] INDICATES TOP OF CONC. PIER ELEVATION FROM REFERENCE EL.

7…

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File details come from the government source that posted it. Updated Nov 14, 2017.