Attachment 16 - 2023-09-29 544-329 BID DRAWINGS_Part3.pdf

COVER COLUMN

BASE WITH 3"

CONCRETE MIN.

COLUMN, SEE

PLAN FOR SIZE

SLAB JOINTS

SEE

PLAN FOR TYPE

ISOLATION JOINT

SEE PLAN FOR

FOOTING MARK

AND SCHEDULE

FOR FTG. INFO.

ISOLATION JOINT

(TYPICAL)

FINISH FLOOR, SEE

PLAN FOR

ELEVATION

SEE PLAN FOR TOP

OF FOOTING

ELEVATION

FOR COLUMN SIZE,

BASE PLATE AND

ANCHOR BOLTS,

SEE PLAN

CL

CL

M

IN

IM

UM

3" C

O V

ER

C O

L U

M N

B A

S E

P L A

T E

S

E E

P L A

N

N

O N

S H

R

IN

K G

R O

U T

C L R

CONTINUOUS

BOTTOM

REINFORCING

LAP AS REQUIRED

SEE PLAN FOR TOP

OF FOOTING ELEV.

S E

E P

L A

N

LAP SPLICE

CLASS "B"

T H

IC

K

N E

S S

F O

O T

IN

G

THICKNESS

FOOTING

C

L R

W.W.F. CONT.

FINISH FLOOR,

SEE PLAN S

E E

P L A

N

S E

E P

L A

N O

R A

R C

H D

W G

S

D E

P R

E S

S E

D S

L A

B

S L A

B T

H

IC

K N

E S

S

8" MIN.

T = SLAB THICKNESS, SEE PLAN

T = SLAB THICKNESS, SEE PLAN

CUT ALTERNATE

WIRES

PAINT WITH CURING COMPOUND

BEFORE POURING ADJACENT SLAB

FINISH FLOOR,

SEE PLAN

FINISH FLOOR,

SEE PLAN

1/2" DIA. x 3'-0" LONG SMOOTH

DOWEL AT 2'-0" O.C.

CONTROL JOINT

CONSTRUCTION JOINT

POUR (FILL WITH JOINT FILLER)

1/8" SAWED JOINT WITHIN 12 HRS. OF

T

1/

T

3/4"

T

1/ T

4" SOLID CMU

BELOW GRADE

PROPOSED GRADE

SEE CIVIL

BRICK VENEER

SEE ARCH.

8' CMU WITH #5

AT 2'-8" O.C.

DOWEL INTO FTG

LAP 2'-6" MIN.

WALL CAP

SEE ARCH

BOND BEAM W/

(2) #4 CONT.

SITE

CONCRETE

3'-8" x 1'-2" CONT. FOOTING

W/ (4) #5 CONTINUOUS AND

#5 AT 1'-0" O.C. TRANSVERSE

M

IN

.3

C L R

C L R

T.O.W. ELEVATION

SEE ARCHITECT

(10'-0" MAXIMUM

ABOVE GRADE)

#4 AT 1'-4"

O.C.

#3 DOWELS AT 1'-4" O.C.

CL

6" CFMF BY SUPPLIER

(600S162-43 AT

1'-4" O.C. MINIMUM)

GROUT SOLID

BELOW GRADE

PROPOSED GRADE

SEE CIVIL

(2) #5

CONT.

#4 AT 4'-0" O.C.

TRANSVERSE

1'-6"

10"

1'-0"

2'-6"

1'-

M

IN

1'-

3'-0"

HSS

6x6x5/16"

GROUT SOLID

BELOW GRADE

PROPOSED GRADE,

SEE CIVIL DWGS.

SEE 6/S400

FOR FOUNDATION

INFORMATION

6" CFMF STUD

AT 16" O.C.

(600S162-43 MIN.)

E

7"

TOP OF SLAB

ELEV. (+0'-0")

T.O. STEEL

ELEV. (+3'-3 1/2")

L4x3 1/2 X 1/4 (LLV)

CAST STONE

VENEER

2x2x3 1/4" x 14 GAGE CLIP

ATTACH TO C4 WITH (3)

P.A.F'S AND TO TRACK

WITH (3) #10 SCREWS

C4x5.4 AT 7'-8" O.C.

MAX.

6" CFMF

INFILL

#4 AT 1'-4"

O.C.

3/8"x6"x1'-3" EMBED PLATE WITH (4) 1/2" DIA. x 8" LONG

HEADED STUDS

#3 DOWELS AT 1'-4"

O.C.

CL

CONT. TRACK

(`14 GA. MIN.)

1'-3" 1 1_

4" 4" 4"

1 1_

3/16"

3/16"

3/16"

ELEV.

(+2'-8")

3'-0"

GROUT SOLID

BELOW GRADE

PROPOSED GRADE,

SEE CIVIL DWGS.

SEE 6/S400

FOR FOUNDATION

INFORMATION

6" CFMF STUD

AT 16" O.C.

(600S162-43 MIN.)

GRID

SOLID GROUT

CMU BELOW

GRADE

BELOW GRADE

PENETRATION

8" CONC. WALL

W/ #4 AT 1'-0" O.C.

EACH WAY

ADD (2)#4 ABOVE

AND BELOW PENETRATION

EXTEND 2'-0" MIN. BEYOND

OPENING

TOP OF SLAB

ELEV. (+0'-0")

TOP OF FTG

ELEV. (SEE PLAN)

BRICK VENEER

1'-

ADD VERTICAL BAR

EACH SIDE OF OPENING

WHERE OPENING WIDTH

EXCEEDS VERTICAL BAR

SPACING. PROVIDE BAR

EACH SIDE EQUAL TO

NUMBER OF INTERRUPTED BARS

ADD #5 HORIZONTAL

EACH FACE. ABOVE

AND BELOW EXTEND

2'-0" MINIMUM

BEYOND OPENING.

PROVIDE BAR EACH

SIDE EQUAL TO NUMBER

OF INTERRUPTED BARS

ADD #5 x 3'-6"

DIAGONAL EACH

FACE. BEND BARS

WHERE 1'-9" EXTENSION

BEYOND OPENING

CAN NOT BE ACHIEVED

PIPE

PENETRATION

TYP HORIZONTAL

REINFORCING PER

FOUNDATION WALL

DETAILS

TYP VERTICAL

REINFORCING PER

FOUNDATION WALL

DETAILS

M

IN

1'-

M

IN

2"TY

P

3'-0"

MAX

TOP OF FTG

ELEV. (SEE PLAN)

TOP OF WALL

ELEV. (-1'-4" U.N.O.)

CL

PROPOSED GRADE

SEE CIVIL

(2) #5

CONT.

#4 AT 4'-0" O.C.

TRANSVERSE

1/2"x5 1/2"x0'-11 1/4"

BASE PL. W/ (2)

1/2" x 3 1/2" EMBED

ADHESIVE ANCHORS

SECT

HSS 5x5x1/4 POST

(DEDUCT ALT. #2)

1'-6"

1'-0"

2'-6"

1'-

M

IN

1'-

3/16

SECT2

/4

1/

2 3/4" 2 3/4"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

P

V

A M

C

E y e

C lin ic \B

IM

M o d e ls

\R e v it

\V

A M

C C o lu m b ia

S

T R

U C

T R

.r v t

/1

/2

:3

:3

P

M

S400

TYPICAL FOUNDATION DETAILS

Charlotte Engineers, LLP

5838 Monroe Road

Charlotte, NC 28212

(704) 531-3000

Michael Eaves

FITZPATRICK ENGINEERING GROUP

19520 West Catawba Ave, Suite 311

Cornelius, NC 28031

(704) 987-9114

Douglas Fitzpatrick

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

05/12/2022 DF CS

3/4" = 1'-0"S400

1 TYP. TUBE COLUMN FOOTING

3/4" = 1'-0"S400

2 TYP. FOOTING STEP

3/4" = 1'-0"S400

3 TYP. DEPRESSED SLAB ON GRADE

3/4" = 1'-0"S400

4 TYP. S.O.G. C/J DETAILS

3/4" = 1'-0"S400

5 TYPICAL SCREEN WALL

3/4" = 1'-0"S400

6 TYPICAL EXTERIOR FNDN DETAIL

3/4" = 1'-0"S400

7 FNDN DETAIL AT WAITING

3/4" = 1'-0"S400

8 FNDN DETAIL LOBBY WINDOW

3/4" = 1'-0"S400

9 FNDN SECTION AT DROPPED FTG

3/4" = 1'-0"S400

10 FNDN WALL PENETRATION DETAILS

3/4" = 1'-0"S400

11 FNDN SECT AT DOOR POST

05/12/2022

Revisions: Date:

ANCHOR BOLT

DIAMETER

LC

LC

ANCHOR BOLT

DIAMETER

ROW "N"

SPACING

GUSSET PLATE

(1/2" MINIMUM)

CL

CL

"N

"B"

EDGE "B"EDGE "B"

E D

G E

"N

E D

G E

"N

"B

EDGE "N"

E D

G E

"B

E D

G E

"B

GAGE "N"

G A

G E

"B

EDGE "N"

"N" W/ (6) BOLTS

"N" W/ (8 )BOLTS

"N" W/ (10) BOLTS

"N" W/ (12) BOLTS

AB-8 AB-20

1/4

AS

REQ'D

1/4

CL

LEVELING NUT

WITH WASHER

TYPICAL ANCHOR BOLT

SQUARE

WASHER SIZE

A N

C H

O R

B O

L T

E X

T E

N S

IO

N

A N

C H

O R

B O

L T

D

IA

M E

T E

R A

N C

H O

R B

O L T

D

IA

M E

T E

R

T H

IC

K

N E

S S

S Q

U A

R E

W A

S H

E R

E M

B E

D D

E P

T H

G R

O U

T T H

IC

K

N E

S S

B A

S E

P L A

T E

T H

IC

K

N E

S S

A N

C H

O R

B O

L T

E X

T E

N S

IO

N

A N

C H

O R

B O

L T

D

IA

M E

T E

R

DIAMETER

ANCHOR

BOLT

45°

COLUMN BASE PLATE SCHEDULE

12" 12" 3/4"

"N" "B" "T"

- - 1 1/2" 1 1/2" - (4) 3/4" F1554 GR 36 8" - AB-8

GAGE

"N"

GAGE

"B"

EDGE

"N"

EDGE

"B"

ROW

SPACING

ANCHOR

BOLTS

ANCHOR

BOLT

GRADE

EDBED

DEPTH

SQUARE

WASHER

ANCHOR

BOLT

DETAIL

BP-2

BP-3

BP-4

BP-5

BP-6

MARK

BP-1

PLATE SIZE

(INCHES)

14" 14" 3/4" - - 1 1/2" 1 1/2" - (4) 3/4" F1554 GR 36 8" - AB-8

15" 15" 3/4" - - 1 1/2" 1 1/2" - (4) 3/4" F1554 GR 36 8" - AB-8

14" - - - (4) 3/4" F1554 GR 36 8" - AB-8

24" 14" F1554 GR 36 -

14" 1" 2" 2"

AB-201 1/2" 2"10" 10" 2" 10" (6) 1 1/8" 12"

11 1/4" 5 1/2" 1/2" - - - (2) 1/2" F1554 GR 36 3 1/2" - SEE 11/S400- -

B

8" FNDN

WALL

10"10"

P-1 20"x20"

(8)#7 VERT HOOKED AT TOP

(8)#7 DOWELS

#3 TIES AT 12" O.C.

(3) ADDITIONAL TIES

AT 2" O.C. AT TOP

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

P

V

A M

C

E y e

C lin ic \B

IM

M o d e ls

\R e v it

\V

A M

C C o lu m b ia

S

T R

U C

T R

.r v t

/1

/2

:3

:3

P

M

S401

FOUNDATION SCHEDULE AND

DETAILSCharlotte Engineers, LLP

5838 Monroe Road

Charlotte, NC 28212

(704) 531-3000

Michael Eaves

FITZPATRICK ENGINEERING GROUP

19520 West Catawba Ave, Suite 311

Cornelius, NC 28031

(704) 987-9114

Douglas Fitzpatrick

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

05/12/2022 DF CS

3/4" = 1'-0"S401

2 BASE PLATE SCHEDULE AND DETAILS

COLUMN FOOTING SCHEDULE

QUANTITY MARK SIZE DEPTH BOTTOM BARS TOP BARS

SERVICE LOAD CAPACITY

(KIPS) REMARKS

42 3F-4.0 4'-0"x4'-0" 12" (6)#5 E.W.

2 3F-9.0 9'-0"x9'-0" 22" (9)#7 (9)#5 223

2 3F-11.0 11'-0" x 11'-0" 26" (10)#8 (10)#5 333

1 3F-26.0x6.0 26'-0"x6'-0" 24" (7)#7LW/#5@12SW (7)#5LW/#5@12SW 468

2 3F-29.0x6.0 29'-0"x6'-0" 24" (9)#7LW/#6@12SW (8)#5LW/#5@12SW 522

19 Foundation Slab 1

3/4" = 1'-0"S401

1 PIER DETAIL

ROOF DECK,

SEE PLAN

WF GIRDER, SEE

PLAN FOR SIZE

BAR JOIST, SEE

PLAN FOR SIZE

1/8" 2 1/2"

1/4"

ROOF DECK,

SEE PLAN

TOP AND BOTTOM

CHORD HORIZONTAL

BRIDGING, SEE PLAN

FOR SIZE AND

LOCATION

ROOF DECK,

SEE PLAN

CROSS BRIDGING,

SEE PLAN FOR SIZE

BAR JOIST,

SEE PLAN

END WALL BAR JOIST,

SEE PLAN

L 3x3x1/4" x JOIST

DEPTH (24" MIN.) W/

(2) 1/2" DIA. x 4 1/2"

CS HILTI KWIK

BOLT 3 W/ 3 1/4"

EMBEDMENT

3/16" 2"

TYPICAL CROSS BRIDGING

TYPICAL HORIZONTAL BRIDGING

UNIT CURB, BEAR DIRECTLY

ON ANGLE FRAMING, BY

MECHANICAL CONTRACTOR

ROOF TOP UNIT,

SEE MEP

DWGS.

BAR JOIST, SEE PLAN

PIPE HANGER,

BY CONTRACTOR

(2) L 2x2x1/4" FROM BOTTOM

CHORD PANEL POINT TO

MECHANICAL UNIT CURB

(NOT REQUIRED WHEN CURB

IS LOCATED AT TOP CHORD

PANEL POINT)

NOTE:

REMOVE EXISTING ROOFING AND

INSULATION. ATTACH CURB

DIRECTLY TO ROOF DECK.

NOTE: ALL NEW STEEL TO BE GRADE A36

MECHANICAL PIPE,

SEE MEP DRAWINGS

1 1/2" METAL ROOF DECK

L 4x4x1/4" CONTINUOUS

SUPPORT UNDER UNIT

ADD METAL STUD

BUILT-UP BOX CONT.

UNDER CURB WITH

(2) 3.5"x1.5" x16 GAGE

TRACK W/ (2) #10 TEK

SCREWS AT 6" O.C.

16 GAGE x 12" PLATE CONT.

UNDER CURB. ATTACH TO

METAL DECK WITH #10 TEK

SCREWS AT 12" O.C. EACH SIDE

3/16" 3/16"

3/16" 3/16"

L 5x3x1/4"

(LLV)

BEAM OR

BAR JOIST,

SEE PLAN

BEAM OR

BAR JOIST,

SEE PLAN

L 3x3x1/4"

3/16" 3/16"

(TYP.)

(TYP.)

3/16" 3/16"

SEE PLAN

(3'-0"x3'-0"

MAXIMUM)

SEE PLAN OPENING SEE PLAN

SEE PLAN

STEEL SUPPORT

METAL DECK

5/8" DIA. PUDDLE WELD (TYPICAL)

PLAN LEGEND

# SIDE LAPS PER SPAN

WELD PATTERN

36/5/4

36 / 3

36 / 4

36 / 5

36 / 7

TYPICAL ATTACHMENT IS 5/8" DIA. PUDDLE WELDS.

"B" DECK SHALL BE 3/8" x 1 1/4" ARC SEAM WELDS.

SIDE LAP FASTENERS ARE #10 TEK SCREWS.

PERIMETER WELDED ATTACHMENTS SHALL BE

AT 6" O.C. TYPICAL ALL EDGES.

WELD

PATTERN

24" OR 36" COVERAGE

BEAM OUT-OF-PLAN

NOT SHOWN FOR

CLARITY

SHEAR TAB

BEAM SIZE,

SEE PLAN

HSS TUBE COLUMN,

SEE PLAN

CAP PLATE OR

THROUGH PLATE TO

MATCH BEAM FLANGE

(1/2" MINIMUM)

BEAM SIZE,

SEE PLAN

CL

SEE PLAN FOR

COLUMN EXTENSION

3/4"

TC-U4A TOP AND

BOTTOM FLANGE

TC-U4a-GF

TYPICAL

1/4 45°

L3x3x1/4

W8X10

STUB

HSS

COLUMN

HSS

LINTEL

2"

1/4

3/16

3/16

T&B

FLG

9 1/2"

(2) 1/4" FULL DEPTH

STIFFENERS

2" WIDE DECK

SUPPORT PL.

THICKNESS TO

MATCH BEAM FLG

BEAM

HSS

POST

1/2" BASE PL. W/

(4) 3/4" DIA.

BOLTS

NOTE: DECK NOT SHOWN

FOR CLARITY

3/16

TYP

2 1/2"2 1/2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

P

V

A M

C

E y e

C lin ic \B

IM

M o d e ls

\R e v it

\V

A M

C C o lu m b ia

S

T R

U C

T R

.r v t

/1

/2

:3

:3

P

M

S500

TYPICAL FRAMING DETAILS

Charlotte Engineers, LLP

5838 Monroe Road

Charlotte, NC 28212

(704) 531-3000

Michael Eaves

FITZPATRICK ENGINEERING GROUP

19520 West Catawba Ave, Suite 311

Cornelius, NC 28031

(704) 987-9114

Douglas Fitzpatrick

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

05/12/2022 DF CS

3/4" = 1'-0"S500

1 JOIST BEARING @ WF GIRDER

3/4" = 1'-0"S500

2 TYP JOIST BRIDGING

3/4" = 1'-0"S500

3 MECH. EQUIP. ON JOIST

3/4" = 1'-0"S500

4 TYP ROOF OPENING

3/4" = 1'-0"S500

5 TYP DECK FASTENER DETAIL

3/4" = 1'-0"S500

6 TYP HSS MOMENT CONNECTION

3/4" = 1'-0"S500

7 LINTEL SUPPORT AT HSS COL

3/4" = 1'-0"S500

8 POST ON BEAM DETAIL

CL

JOIST SIZE,

SEE PLAN

1 1/2" METAL

ROOF DECK

L 4x4x1/4"

CONTINUOUS

6" CFMF STUD

AT 1'-4" O.C

(600S162-43 MIN.)

L5x5x5/16 LOOSE

LINTEL

VERT. DEFLECTION

CLIP

BOXED HEADER

BY SUPPLIER

AT PUNCHED

OPENINGS

1'-6"

DECK BRG.

EL. VARIES

3 1/2"

A

JOIST SIZE,

SEE PLAN

1 1/2" METAL

ROOF DECK

6" CFM STUD

AT 1'-4" O.C.

(600S162-43 MIN.)

L4x4x1/4

CONT.

DECK BRG.

EL. VARIES

VERT. DEFLECTION

CLIP

1'-4 1/2"

1'-3 1/2"

6" CFMF

BY SUPPLIER

CORNICE

FRAMING

CAST

STONE

3/8"x5"x0'-9" PL.

W/ (2) 3/4" DIA.

BOLTS

3/8" STIFF. PL CONN. W/

(2) 13/16" x 2 1/4"

SLOTTED HOLES

HSS 5x3x1/4 POST

LOCATE AT EACH

CANOPY ROD BRACE

(DEDUCT ALTERNATE #4)

HSS 6x6x1/4 W/ CONT. 5/16" x 1'-0 1/2"

BOTTOM PL.

HSS 3x3x1/4 STUB W/ 1/2"x6"x6" END PL. TYPICAL

PREFAB CANOPY

AND BRACE

(DEDUCT

ALTERNATE #4)

7"

3"

3/16

T.O.S.

VARIES

B.O. STL

(+9'-8")

T.O. PARAPET

(+22'-1 1/2")

CORNICE

FRAMING

CONT.

L4x4x1/4

DOUBLE 6" CFM STUDS

AT 1'-4" O.C. BACK TO BACK

(2-S600S200-68 MIN.)

BY SUPPLIER

CAP TRACK

FOR CONNECTION

VERTICAL DEFLECTION

CLIP EA. SIDE

1 1/2" METAL

ROOF DECK

ROOF BEAM

SEE PLAN

T.O.S.

VARIES

T.O. PARAPET

(+22'-1 1/2")

1/4 2@12

E

CAST STONE VENEER,

SEE ARCH. DRAWINGS

JOIST SIZE,

SEE PLAN

1 1/2" METAL

ROOF DECK

6" CFMF

STUD

HSS 10x6x3/8" WITH 5/16" x1'-0 1/2" BTM. PLATE

CONTINUOUS

HSS 6x6x1/4"

(DEDUCT ALTERNATE #4)

HSS 8x6x5/16" WITH 5/16" x1'-0 1/2" BTM. PLATE

CONTINUOUS (DEDUCT

ALTERNATE #4)

CORNICE

FRAMING

1'-6"

7"

DECK BRG.

EL. (+20'-6")

B.O. STEEL

ELEV. (+18'-0 1/2")

T.O. STEEL

ELEV. (+14'-7 1/2")

B.O. STEEL

ELEV. (+9'-8 1/2")

L4x3 1/2x1/4

(LLV)

3 1/2"

6" CFMF

BY SUPPLIER

(600S162-43 MIN.)

BRICK VENEER

CL

FULL DEPTH

STIFF. CONNECTION

W12

1/2" PL.

STIFFENER

HSS6x4X1/4 W/ 1/4' x 1'-0 1/2"

CONT. BOTTOM PL.

C4x5.4 HANGER

AT 5'-3" O.C. MAX

L4x4x1/4

CONT.

1'-6"

7"

B.O. STEEL

(+12'-8")

1/4 4

3/16

1/2"

9 1/2"

3 1/2"

JOIST SIZE,

SEE PLAN

1 1/2" METAL

ROOF DECK

6" CFM STUD

AT 1'-4" O.C.

(600S162-43 MIN.)

L4x4x1/4

CONT.

CONT.

9"x20 GA.

PLATE

ROOF BEAM

SEE PLAN

1 1/2" MTL

ROOF DECK

DECK BRG.

(+20'-6")

11 1/2"

10 1/2" EOJ

6" CFMF

BY SUPPLIER

3/8"x5"x0'-9" PL.

W/ (2) 3/4" DIA.

BOLTS

3/8" STIFF. PL

CONN. W/

(2) 13/16" x 2 1/4"

SLOTTED HOLES

HSS 3x3x1/4 STUB W/ 1/2"x6"x6" END PL.

TYPICAL

BRICK

VENEER

HSS 5x5x1/4 POST

LOCATE AT EACH

CANOPY ROD BRACE

(DEDUCT ALTERNATE #2)

PREFAB CANOPY

AND BRACE

(DEDUCT ALTERNATE #2)

L5x5x5/16 LOOSE

LINTEL

DOOR

7"

3/16

T.O.S.

VARIES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

P

V

A M

C

E y e

C lin ic \B

IM

M o d e ls

\R e v it

\V

A M

C C o lu m b ia

S

T R

U C

T R

.r v t

/1

/2

:3

:3

P

M

S501

FRAMING SECTIONS AND DETAILS

Charlotte Engineers, LLP

5838 Monroe Road

Charlotte, NC 28212

(704) 531-3000

Michael Eaves

FITZPATRICK ENGINEERING GROUP

19520 West Catawba Ave, Suite 311

Cornelius, NC 28031

(704) 987-9114

Douglas Fitzpatrick

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

05/12/2022 DF CS

3/4" = 1'-0"S501

1 TYP EXTERIOR ROOF SECTION

3/4" = 1'-0"S501

2 TYP EXT. ROOF LOW SIDE

3/4" = 1'-0"S501

3 SECTION AT ENTRY CANOPY

3/4" = 1'-0"S501

4 ENTRY ROOF SECTION

3/4" = 1'-0"S501

5 CLERESTORY ROOF SECTION

3/4" = 1'-0"S501

6 ROOF SECTION LOBBY WINDOW

3/4" = 1'-0"S501

7 CLERESTORY DETAIL AT GUTTER

3/4" = 1'-0"S501

8 SECTION AT DOOR CANOPY

AB

Roof 14' - 0"

FIRST

0' - 0"

22'-0"

HSS6X6X5/16 2

W14X22

H S

S

X

X

/8

H S

S

X

X

/8

Pu=+/-49k

BC

High Roof

20' - 6"

Roof 14' - 0"

FIRST

0' - 0"

20'-0"

HSS6X6X5/16 2

W14X22

H S

S

X

X

/8

H S

S

X

X

/8

Pu=+/-43k

AB

High Roof

20' - 6"

Roof 14' - 0"

FIRST

0' - 0"

22'-0"

HSS6X6X5/16 2

H S

S

X

X

/8

H S

S

X

X

/8

W14X22

Pu=+/-51k

7 8

Roof 14' - 0"

FIRST

0' - 0"

21'-0"

H S

S

X

X

/8

HSS6X6X5/16

H S

S

X

X

/8

W16X31

Pu=+ /-6

7k

3 4 High Roof

20' - 6"

Roof 14' - 0"

FIRST

0' - 0"

21'-0"

HSS6X6X5/16

H S

S

X

X

/8

H S

S

X

X

/8

W16X31

Pu=+ /-6

5k

D E

High Roof 20' - 6"

Roof 14' - 0"

W10X15

13'-8"

H S

S

X

X 1/

4 HS

S

3X3X1/4 HS

S3X3X1/4

H S

S X

X

/1

W16X31

Pu = +/- 5k Pu

5k

High Roof 20' - 6"

Roof 14' - 0"

21'-0"

W12X19

HSS3X3X1/4 HSS3X3X1/4

H S

S X

X

/1

H S

S

X

X 1/

DE

High Roof 20' - 6"

Roof 14' - 0"

13'-8"

W10X15

HS

S

3X3X1/4 HS

S3X3X1/4

H S

S

X

X 1/

W16X31

Pu=+/-5K Pu=

-5 k

High Roof 20' - 6"

Roof 14' - 0"

21'-0"

W12X19

HSS3X3X1/4 HSS3X3X1/4

H S

S

X

X 1/

W14X22

H S

S X

X

/1

NOTES:

1. REFER TO PLANS AND BRACED FRAME ELEVATIONS FOR COLUMN, BEAM,

AND BRACE SIZES.

2. THE WORK POINT FOR THE INTERSECTION OF BRACES, COLUMNS, AND BEAM

MEMBERS SHALL OCCUR AT THE CENTROIDS OF THESE MEMBERS, UNLESS

NOTED OTHERWISE.

3. 'Pu' INDICATES BRACING FORCES. FORCES SHOWN ON THE BRACED FRAME

ELEVATION OR TRUSS FRAME ARE FACTORED AXIAL FORCES IN KIPS.

BRACING FORCES SHALL BE CONSIDERED TO BE BOTH TENSION AND

COMPRESSION.

4. 'R' INDICATES BRACE BEAM VERTICAL REACTION. REFER TO FRAMING PLAN

AND/OR BRACED FRAME ELEVATIONS. REACTIONS INDICATED ON BRACE

BEAM DO NOT INCLUDE THE EFFECTS FROM THE VERTICAL COMPONENT OF

BRACE FORCE. WHERE 'R' IS NOT SHOWN, USE SIMPLE BEAM REACTION

EQUAL TO ONE-HALF THE UNIFORM LOAD CAPACITY.

5. 'Cu' INDICATES HORIZONTAL FORCES THAT MUST BE TRANSFERED THROUGH

THE COLUMN. THE FORCES SHOWN ON PLAN ARE FACTORED AXIAL FORCES

IN KIPS. THE FORCES ARE TO BE CONSIDERED TO OCCUR IN EITHER

DIRECTION IN THE DESIGN OF BRACING CONNECTION.

6. THE STRUCTURAL STEEL FABRICATORS ENGINEER SHALL DESIGN

CONNECTIONS (GUSSET PLATES, STEEL ANGLES, SIZE/QUANTITY OF BOLTS

AND WELDS) FOR THE FORCES SHOWN ON THESE BRACED FRAME

ELEVATIONS.

THE FABRICTOR SHALL SUBMIT CONNECTION DESIGN CALCULATION SIGNED

AND SEAJED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE

WHERE THE PROJECT IS LOCATED.

7. BOLTED CONNECTIONS THAT ARE PART OF BRACED FRAMES SHALL UTILIZE

SLIP CRITICAL ASTM A3S5 OR A490 HIGH STRENGTH BOLTS.

8. DECK AND SLAB NOT SHOAN FOR CLARITY PURPOSE.

COLUMN, SEE

ELEVATION

BRACE, SEE

ELEVATION

GUSSET PLATE

AS REQUIRED

WORK

POINT

BASE PLATE AND

ANCHOR BOLTS,

SEE PLAN AND

SCHEDULE

TOP OF FOUNDATION,

SEE PLAN

ERECTION

BOLT

BRACE

CENTER

LINE

COLUMN

CENTER

LINE

AS REQ'D

AS REQ'D

AS REQ'D

COLUMN, SEE

ELEVATION

BEAM, SEE

ELEVATION

GUSSET PLATE

AS REQUIRED

BRACE, SEE

ELEVATION

ERECTION

BOLT

STIFFENER PLATES

AS REQUIRED

COLLECTOR BEAM,

SEE PLAN

BOLTED CONNECTIONS

AS REQUIRED

WORK

POINT

BOLTED

CONNECTIONS

AS REQUIRED

BEAM

CENTER

LINE

BRACE

CENTER

LINE

COLUMN

CENTER

LINE

AS REQ'D

AS REQ'D

Cu

BEAM, SEE

PLAN

WORK

POINTBEAM STIFFENERS

AS REQUIRED

BRACE, SEE

ELEVATION

BRACE, SEE

ELEVATION

GUSSET PLATE

AS REQUIRED

ERECTION

BOLT

GUSSET PLATE

STIFFENER AS

REQUIRED

BEAM

CENTER

LINE

BRACE

CENTER

LINE

BRACE

CENTER

LINE

AS REQ'DAS REQ'D

AS REQ'D

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

P

V

A M

C

E y e

C lin ic \B

IM

M o d e ls

\R e v it

\V

A M

C C o lu m b ia

S

T R

U C

T R

.r v t

/1

/2

:3

:3

P

M

S600

BRACED FRAMED ELEVATIONS AND

DETAILSCharlotte Engineers, LLP

5838 Monroe Road

Charlotte, NC 28212

(704) 531-3000

Michael Eaves

FITZPATRICK ENGINEERING GROUP

19520 West Catawba Ave, Suite 311

Cornelius, NC 28031

(704) 987-9114

Douglas Fitzpatrick

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

05/12/2022 DF CS

1/8" = 1'-0"S600

1 BRACE ELEV ALONG GRID 1

1/8" = 1'-0"S600

2 BRACE ELEV ALONG GRID 6

1/8" = 1'-0"S600

3 BRACE ELEV ALONG GRID 12

1/8" = 1'-0"S600

4 BRACE ELEV ALONG GRID B

1/8" = 1'-0"S600

5 BRACE ELEV ALONG GRID C

1/8" = 1'-0"S600

6 BRACE ELEV ALONG GRID 4

1/8" = 1'-0"S600

7 BRACE ELEV GRID D4-D5

1/8" = 1'-0"S600

8 BRACE ELEV ALONG GRID 9

1/8" = 1'-0"S600

9 BRACE ELEV GRID D8-D9

3/4" = 1'-0"S600

10 BRACE DETAIL NOTES

3/4" = 1'-0"S600

11 BRACE DETAIL AT FOUNDATION

3/4" = 1'-0"S600

12 BRACE DETAIL AT ROOF

3/4" = 1'-0"S600

13 CHEVRON BRACE DETAIL

Pu= +/- 5k Pu=

5k

Pu= +/- 5k Pu=

5k

High Roof 20' - 6"

Roof 14' - 0"

21'-0"

HSS6X2X3/16

HSS6X2X3/16HSS6X2X3/16

HSS6X2X3/16

3' - 3 1/2"

10' - 6 3/4"

14' - 7 1/2"

18' - 8 3/4"

FIRST

0' - 0"

HSS6X6X5/16

HSS10X6X3/8

HSS6X6X1/4

HSS8X6X5/16

2'-4 1/4"

S400

S501 H

S S

X

X

/1

H S

S X

X

/1

High Roof 20' - 6"

Roof 14' - 0"

FIRST

0' - 0"

HSS6X6X5/16

HSS10X6X3/8

HSS6X6X1/4

HSS8X6X5/16

21'-0"

2'-4 1/4"

3' - 3 1/2"

10' - 6 3/4"

14' - 7 1/2"

18' - 8 3/4"

S400

S501

HSS6X2X3/16

HSS6X2X3/16

HSS6X2X3/16

HSS6X2X3/16

DEDUCT

ALT #4

678 6.36.6

High Roof 20' - 6"

Roof 14' - 0"

FIRST

0' - 0"

HSS6X4X1/4 HSS6X4X1/4

5'-3"5'-3"5'-3"3'-6" 3'-10" 3'-10" 5'-3" 5'-3" 5'-3" 3'-6"

7'-8" 7'-8" 7'-8" 7'-8"

21'-0" 21'-0"

S400

S501

C4x5.4 SILL

POST TYP.

C4x5.4

HANGER TYP.

13' - 0 1/4"

D E

High Roof 20' - 6"

Roof 14' - 0"

FIRST

0' - 0"

14' - 7 1/2"

18' - 6 3/4" HSS6X6X1/4

HSS6X4X3/16

13'-8"

3'-8 1/4" 8'-3 1/2" 1'-8 1/4"

HSS6X2X3/16 HSS6X2X3/16

S501

DE

High Roof 20' - 6"

Roof 14' - 0"

FIRST

0' - 0"

HSS6X4X3/16

HSS6X6X1/4

14' - 7 1/2"

18' - 6 3/4"

13'-8"

1'-8 1/4" 8'-3 1/2" 3'-8 1/4"

DEDUCT

ALTERNATE

#6

6.36.6

High Roof 20' - 6"

Roof 14' - 0"

FIRST

0' - 0"

HSS6X6X1/4

9'-8"

9 1/4"4'-0 3/4"4'-0 3/4"9 1/4"

S501

10' - 2 5/16"

HSS5x3x1/4 POST

TYP OF 3 (DEDUCT

ALTERNATE #4)

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

P

V

A M

C

E y e

C lin ic \B

IM

M o d e ls

\R e v it

\V

A M

C C o lu m b ia

S

T R

U C

T R

.r v t

/1

/2

:3

:4

P

M

S610

FRAMING ELEVATIONS

Charlotte Engineers, LLP

5838 Monroe Road

Charlotte, NC 28212

(704) 531-3000

Michael Eaves

FITZPATRICK ENGINEERING GROUP

19520 West Catawba Ave, Suite 311

Cornelius, NC 28031

(704) 987-9114

Douglas Fitzpatrick

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

05/12/2022 DF CS

1/8" = 1'-0"S610

1 ELEV 1 ALONG GRID E

1/8" = 1'-0"S610

2 ELEV 2 ALONG GRID E

1/8" = 1'-0"S610

3 ELEV ALONG GRID D

1/8" = 1'-0"S610

4 ELEV ALONG GRID 5

1/8" = 1'-0"S610

5 ELEV ALONG GRID 8

1/8" = 1'-0"S610

6 ELEV ALONG GRID D.6

DEDUCT

ALT #4

S S S

CRCRCRCR

CR

PP

PP

C R

C R

CR

C R

CR

CR

C R

CR

CR

S S

S S

S S

S

S

SSSSS

S S S S S

S S

S

S S

S S

SSS

S S S S

S S

S S

SSS

S S

S

SSSS

CR

HO

PP

1 HOUR FIRE BARRIER in accordance with NFPA 101 Section 8.3 Fire Barrier

WALL RATING LEGEND

SMOKE BARRIER in accordance with NFPA 101 Section 8.5 Smoke Barrier

7 8 9 10 11 12

E

A

654321

D

6.3 6.6

D.6

B

AE-201

A1

AE-201

E1

D6

AE-301

F1

AE-301

F1

AE-301

EYEGLASS

FIT D&D

1A1031A103

CONFERENCE

1A0591A059

OPHTH

CHIEF

1A0521A052

YAG LSR

1A0491A049

PRE-OP

EX 2

1A0321A032

PRE-OP

EX 1

1A0341A034

EX 4

1A0251A025

PHOTO

1A0451A045

EX 7

1A0421A042

EX 5

1A0881A088

EX 6

1A0861A086

EX 7

1A0841A084

EX 8

1A0771A077

EX 3

1A0951A095 EX 4

1A0971A097

TLT

1A1121A112

TLT

1A1061A106

RME

DROP-OFF

1A0731A073

LOW VIS

1A0641A064

HAC

1A1041A104

MECH

1A0921A092

VF 1

1A0811A081

WAITING

1A1011A101

VEST

1A0011A001

WAITING

1A0111A011

OCT 2

1A0271A027

VF 1

1A0471A047

NURSE

WKRM

1A0261A026

EX 3

1A0281A028

COMM

1A0161A016

EQPT ALC

1A0311A031

EX 9

1A0761A076

EX 10

1A0741A074

EX 11

1A0721A072

EX 10

1A0481A048

EX 9

1A0461A046

EX 8

1A0441A044

CORR

1A0901A090

CORR

1A0801A080

LOBBY

1A0001A000

CORR

1A0401A040

CORR

1A0201A020

CORR

1A0701A070

LOCKER

1A056A1A056A

SHARED

OFF

1A0871A087

SHARED

OFF

1A0781A078

SHARED

OFF

1A0541A054

EX 12

1A0681A068

BROS

1A0021A002

VIST

1A0041A004

SHARED

OFF

1A0581A058

ELEC

1A1081A108

TLT

1A0121A012

TLT

1A0571A057

TLT

1A0141A014

EX 6

1A0431A043

HAC

1A0411A041

VEST

1A0211A021

ELEC

1A0241A024

CORR

1A0301A030

COMM

1A1021A102

HLD STOR

1A0691A069

TLT

1A0751A075

REPROCESS

1A0711A071

WHCH

ALC

1A101A1A101A

MED PREP

1A0671A067

EX 5

1A0231A023

TLT

1A0551A055

VALVE

1A0891A089

WHCH

ALC

1A011A1A011A

EYEBROW

CANOPY

ABOVE

C

AE-401

C3

AE-401

F3

AE-402

F3

AE-402

C3

AE-403

F3

AE-404

C3

AE-405

F3

AE-405

C3

AE-406

F3

AE-406

C3

F1

AE-351

AE-401

E3

AE-401

B3 AE-407

E3

AE-408

F3

AE-408

E3

FEC-1FEC-1

FEC-1

EX 1

1A0941A094

VEST

1A0911A091

EX 2

1A0931A093

OCT 2

1A0831A083

OCT 1

1A0851A085

VF 2

1A0791A079

PROCEDURE

1A0221A022

LOUNGE

1A0561A056

CORR

1A1001A100

CORR

1A0101A010

SHARED

OFF

1A0621A062

SHARED

OFF

1A0821A082

EX 13

1A0661A066

OCT 1

1A0291A029

1A

1A

1A

1A

1A

1A

1A049

1A

1A

1A

1A

1A

1A

1A041

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A012 1A016

1A

1A

1A

1A

1A006-A

1A

1A

1A002

1A

1A

1A071

1A

1A

1A

21A

1A1061A112

1A

1A

1A

1A

1A

1A

1A097

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A095

1A

1A

1A091B 1A021B1A100B

1A010B

21'-0" 7'-11"

CLR

6'-0" 5'-4" 1'-9" 2'-3"

CLR

8'-0" 10'-3" 6"

2'-1" 13'-6" 5'-5" 7'-8" 5'-6" 7'-10"

1' -6

'-3

C

LR

8' -0

9"

'-0

5'

-5

4' -7

9"

7' -7

5"

'-3

1'

-6

A6

AE-403

C3

AE-404

F3

AE-407

C3

AE-407

B3

AE-407

F3

AE-408

C3

AE-409

E3

AE-410

B3

AE-408

B3

AE-409

C3

AE-409

B3

AE-401

F7

AE-401

E7

5'-5" 10'-6" 10'-6" 10'-6" 9'-0" 8'-11" 13'-7"

A8A

A4

J3

A

A4 J3

9'-0" 15'-4" 10'-6" 10'-6" 10'-6" 10'-6" 10'-6" 4'-8"4'-10" 10'-6" 10'-6" 10'-6" 3'-6" 13'-10" 10'-6" 10'-6" 10'-6" 10'-6"

A4

J3

8'-0" 2'-2"

A

A

6' -4

A6

A4

6"

9" 7'

-7

9' -2

4'

-4

6' -0

6"

9" 7'

-7

AE-410

F3

COPY

1A006A1A006A

F9

AE-351

D1

AE-301

2' -0

/2

EYEBROW

CANOPY

ABOVE

DEDUCT

ALTERNATE #2

DEDUCT

ALTERNATE #2

DEDUCT ALTERNATE #2

DEDUCT ALTERNATE #7 DEDUCT ALTERNATE #7

1A

1A

6A

AE-411

B3

AE-353

F1

AE-411

D3

AE-411

F6

F8

AE-351

F6

AE-351

F1

AE-351

C9

AE-201

AE-353

B1

AE-353

B4

ALUMINUM

LADDER WITH

FALL ARREST

SYSTEM

6"

3"

4"

6"9"

J2

6"

WC1LAV1

1C

1CA

9V

9V

1CA

1C

9V

1CA

1C

9V

9V

1C

1CA

9V

9V

9 9

9V

TYP

AE-201

C1

AE-201

C4

F2

AE-351 F4

AE-351

1A

1A

1A092

1A089

1A021A

1'-6" 1'-10"

MO

6'-0" 4'-8"

MO

6'-0" 2'-6" 2'-2"

MO

6'-0" 6'-0"

MO

6'-0" 10" 8'-6"

MO

6'-0" 6'-6" 8'-10"

MO

6'-0" 6'-2" 8'-6"

MO

6'-0" 6'-6" 11'-6"

MO

6'-0" 3'-6" 6"

MO

6'-0" 4'-0"

MO

6'-0" 4'-6" 12'-2"

MO

6'-0" 2'-10" 1'-10"

MO

6'-0" 4'-8"

MO

6'-0" 2'-6" 2'-2"

MO

6'-0" 4'-8"

MO

6'-0" 2'-2" 2'-6"

MO

6'-0" 4'-8"

MO

6'-0"

1'-10" 1'-6"

'-4

M

O 6'

-4

3' -4

M

O 6'

-0

4' -8

M

O 6'

-0

1' -1

0" 4'

-2

M O

4' -4

4'

-0

M O

6' -4

4'

-8

234'-0"

1'-6" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 5'-8" 9'-8" 5'-8" 21'-0" 21'-0" 21'-0" 21'-0" 21'-0" 1'-6"

'-0

AE-201

F1

24'-4"

MO

6'-0" 4'-8"

MO

6'-0" 4'-8"

MO

6'-0" 4'-4" 6'-0" 1'-0" 4'-0"

(CAST STONE) MO

16'-0" 4'-0"

87'-0" 60'-0" 87'-0"

2'-6"

MO

7'-8" 2'-6"

23'-8"

(CAST STONE)

12'-8" 23'-8" 4'-0"

(CAST STONE) MO

16'-0" 4'-0" 1'-0"

MO

6'-0" 4'-4"

MO

6'-0" 4'-8"

MO

6'-0" 4'-8"

MO

6'-0" 24'-4"

AL1AL2AL2AL2AL3AL3AL1AL1AL1AL1

1' -6

6'

-6

1' -6

8' -0

AL6 AL6

1' -6

'-2

1' -6

'-8

C9

AE-201

OPH

AE-201

F1

OPH

AL7

1'-6"1'-6"

4' -0

1' -6

'-0

'-0

'-0

1' -6

8' -4

8'

-0

5' -8

1A091A

'-0

M O

4' -4

6'

-0

M O

6' -0

4'

-8

M O

6' -0

'-0

A L2

A L2

AL2AL2AL2AL2AL1AL1AL1AL1AL1AL1AL2AL2AL1AL1AL2AL2AL2

234'-0"

3'-8" 7'-1" 13'-11" 8'-8" 9'-0"

9' -8

'-7

9"

'-0

'-0

9"

9'-6"

CL

CLCL

CLCLCLCLCL

DPS DPS

A L2

A L1

A6

FEC-1 FEC-1

A4 A4

DPSDPS

DPS

A6A

C L

DPS

DPS

DPS

J3

J3

D P

S

A

7'-10" 2'-8" 2'-10" 7'-8" 5'-10"

CLR

8'-0" 4'-0" 3'-2" 6'-9"

CLR

6'-0" 8" 7'-4" 7'-8" 3'-0" 3'-0"

DPS

DPS

CL

A

A

A 6 A

A

E

A

J3

J3 J3

J3

11" 29'-7"2'-6"

5"

AE-602

E4

AE-602

E6

AE-602

E1

AE-352

D7

AL4 (ABOVE) AL4 (ABOVE)

1A

1B

5'-8" 15'-4" 8"

CLR

6'-0" 14'-4"

AE-351

B4

AE-353

B6

A

AE-353

D4

F E

C -1

1A

6- B

AE-353

B8

4"

J2

7"

7"

7"

6"

6" J3

J2

AE-353

D1

DPS

D P

S

D P

S

DPS

D P

S

RECEPTION

1A006

DPS

2' -7

2' -0

DEDICATION PLAQUE -

COORDINATE LOCATION

WITH CONTRACTING

OFFICER

HAC

1A073H1A073H

1A

3H

CARD READER

HOLD OPEN

PUSH PAD

DOOR POSITION SWITCH

AUTOMATIC OPERATOR

FLOOR PLAN LEGEND

DPS

FOR ADDITIONAL SYMBOLS, SEE GI-003

NOTE: COORDINATE

LOCATION OF TRASH

ENCLOSURE WITH CIVIL

'-0

12'-0"

F8

AE-353

5" BOLLARD - SEE CIVIL

BRONZE PAINTED

METAL GATE

AE-101

B7

'-0

6' -0

GATE

10'-0" OPENING

5" BOLLARD - SEE CIVIL

10'-0"BRONZE COLORED

METAL COPING

BRONZE PAINTED

METAL GATE

AE-101

A7

FACE BRICK

BRONZE COLORED

METAL COPING

FACE BRICK ON

CMU BACKUP

3" 6"

6"

6" 1" 5 1/2" 1/2"

WELD LOWER COLLAR

TO POST, BOLT UPPER

METAL COLLAR

METAL TO BE PAINTED

BRONZE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

09/29/2023

C rv t\

\V

A M

C E

Y E

C L

IN

IC

A

C E

N T

R A

L

F

IN

A L jo e c a m p is i.

rv t

/2

/2

:4

:1

P

M

AE-101

FIRST FLOOR PLAN

Charlotte Engineers, LLP

5838 Monroe Road

Charlotte, NC 28212

(704) 531-3000

Michael Eaves

HDR Architecture, INC

440 South Church Street, Suite 1000

Charlotte, NC 28202

(704) 338-6844

Nicholas Nash

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

NN RB

7. REFER TO INTERIOR DRAWINGS FOR

ADDITIONAL INTERIOR FINISH INFORMATION.

6. REFER TO EQUIPMENT DRAWINGS FOR

ADDITIONAL EQUIPMENT INFORMATION.

5. REFER TO MEP DRAWINGS FOR ADDITIONAL

MEP INFORMATION.

4. REFER TO STRUCTURAL DRAWINGS FOR

ADDITIONAL STRUCTURAL INFORMATION.

3. ALL DIMENSIONS ARE TO COLUMN

CENTERLINES OR FACE OF FINISHED WALLS

OR SURFACES UNLESS NOTED OTHERWISE.

2. DO NOT SCALE DRAWINGS. IF DIMENSIONAL

INFORMATION IS REQUIRED AND NOT FOUND,

NOTIFY ARCHITECT IMMEDIATELY FOR

CLARIFICATION.

1. DRAWINGS AND SPECIFICATIONS ARE

COMPLIMENTARY COMPONENTS OF THE

CONTRACT DOCUMENTS, REVIEW ALL

DRAWINGS AND SPECIFICATIONS FOR THE

COMPLETE SCOPE OF WORK. NOTIFY

ARCHITECT IMMEDIATELY FOR CLARIFICATION

IF INCONSISTENCIES, CONTRADICTIONS OR

OMISSIONS ARE DISCOVERED.

GENERAL NOTES

NORTH

PLAN

NORTH

1/8" = 1'-0" F1

FIRST FLOOR PLAN

4 8 168 0

1/8" = 1'-0" B6

DUMPSTER ENCLOSURE PLAN

1/4" = 1'-0"

B7

DUMPSTER ENCLOSURE ELEVATION

1" = 1'-0" A7

GATE HINGE DETAIL

J J

J

7 8 9 10 11 12

E

A

654321

D

6.3 6.6

D.6

B

AE-201

A1

AE-201

E1

D6

AE-301

F1

AE-301

F1

AE-301

ALUMINUM LADDER

WITH FALL ARREST

SYSTEM

RE: SPECIFICATIONS

RTU-1, REFER TO

MECHANICAL

RTU-2, REFER TO

MECHANICAL

CHILLER,

REFER TO

MECHANICAL

C

F1

AE-351

F9

AE-351

D1

AE-301

PREFABRICATED

EYEBROW CANOPY

PREFABRICATED

EYEBROW CANOPY

F8

AE-351

F6

AE-351

C9

AE-201

AE-201

C1

AE-201

C4

F2

AE-351

F4

AE-351

AE-201

F1

1' -6

'-6

1'-6"

1' -6

HANGING GUTTER -

CONTINUOUS

110'-8" 12'-8" 23'-8" 87'-0"

TPO ROOFING MEMBRANE

TAPERED ROOF

INSULATION

HANGING GUTTER -

CONTINUOUS

SPLASH PAN

'-0

TPO ROOFING MEMBRANE

TAPERED ROOF

INSULATION

HANGING GUTTER -

CONTINUOUS

SPLASH PAN

GFRG CORNICE

PRE-FINISHED

ALUMINUM COPING

PRE-FINISHED

ALUMINUM COPING

GFRG CORNICEPRE-FINISHED

ALUMINUM COPING

EQ EQ

1'-6"

GFRG CORNICE

PRE-FINISHED

ALUMINUM COPING

TPO ROOFING MEMBRANE

1' -6

8'

-0

ROOF WALKWAY

PROTECTION

1' -6

A5

AE-352A5

AE-352

AE-351

B8

C1

AE-102

1'-6"

'-8

ROOF WALKWAY

PROTECTION

1/ 4"

F

T M

IN

S

LO

P E

1/ 4"

F

T

P E

1/ 4"

F

T

P E

1/ 4"

F

T

P E

1/ 4"

F

T

P E

DS DSDSDSDSDS

1'-6"

CHILLER PUMP,

REFER TO

MECHANICAL

1/ 4"

F

T

P E

1/ 4"

FT

SL

O P

E

HP

HP

1/4" / FT MIN

SLOPE

HP

HP1/8" / FT MIN

SLOPE

EXTERIOR

COMPRESSOR

SEE MECHANICAL

EXTERIOR

COMPRESSOR

SEE MECHANICAL

F6

AE-351

SIM

1/4" / FT M

P E

1/ 4"

FT

SL

O P

E

1/4" / FT M

P E

C1

AE-102

C1

AE-102

C1

AE-102

C1

AE-102

C1

AE-102

C1

AE-102

AE-102

C5

AE-102

C5

ROOF VENT - REFER TO

PLUMBING

ROOF VENT - REFER TO

PLUMBING

ROOF VENT - REFER TO

PLUMBING

ROOF VENT - REFER

TO PLUMBING

ROOF VENT - REFER

TO PLUMBING

ROOF

VENT -

REFER TO

PLUMBING

TPO ROOFING SYSTEM

1/2" GYPSUM COVER BOARD

TPO ROOFING SYSTEM

CONTINUOUS RIGID INSULATION

(R-23.6)MIN THICKNESS 4"

STAINLESS STEEL REGLET FLASHING AND

COUNTERFLASHING

ROOF EQUIPMENT- REFER TO MECHANICAL

PRE-MANUFACTURED ROOF

CURB- REFER TO MECHANICAL

CONTINUOUS BED OF SEALANT

NOTE: COORDINATE ALL SLAB

OPENINGS WITH MECHANICAL

& STRUCTURAL DRAWINGS

1/2" GYPSUM COVER BOARD

METAL DECK- REFER

TO STRUCTURAL

STAINLESS STEEL

REGLET AND COUNTER

FLASHING INSIDE

CORNER TRANSITION

ROOFING SYSTEM

CONTINUOUS

PREFABRICATED

STAINLESS STEEL

FLASHING SADDLE

EXTERIOR GYPSUM

SHEATHING

ROOFING SYSTEM

ADDITIONAL STAINLESS

STEEL REGLET AND

COUNTER FLASHING

CONTINUOUS THRU-

WALL FLASHING WITH

TERMINATION BAR

EXTERIOR GYPSUM

SHEATHING

PARAPET COPING

INTERSECTION AT

WALL - STEP 2

PARAPET COPING

INTERSECTION AT

WALL - STEP 3

ROOFING SYSTEM

COPING

CONTINUOUS THRU-

WALL FLASHING WITH

TERMINATION BAR

SEALANT

ADDITIONAL BRICK

MATERIAL

EXTERIOR GYPSUM

SHEATHING

FLUID APPLIED AIR

BARRIER

THRU-WALL FLASHING

SADDLE

THRU-WALL FLASHING

SADDLE

ROOFING

MEMBRANE

PARAPET COPING

INTERSECTION AT

WALL - STEP 1

ROOFING

MEMBRANE

1/2" GYPSUM COVER BOARD

PRE-MOLDED QUICK SEAM

PIPE FLASHING

STAINLESS STEEL

CLAMP RING

CONTINUOUS BEAD

OF HIGH GRADE

URETHANE SEALANT

INSTALL MEMBRANE

SO THAT IT EXTENDS A

MIN OF 1/2" UP PIPE

TPO ROOFING

SYSTEM

ATTACH FLASHING PER

MANUFACTURER

RECOMMENDATIONS

TPO PATCH HEAT FUSED IN

PLACE. MEMBRANE MUST BE

A MIN OF 4" LARGER THAN

DIAMETER OF PIPE FLASHING,

PER MANUFACTURER

RECOMMENDATIONS

CONTINUOUS RIGID

INSULATION (R-23.6)MIN

THICKNESS 4"

METAL DECK- REFER

TO STRUCTURAL

1/2" GYPSUM COVER BOARD

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

C rv t\

\V A

M C

E Y

E C

L

IN

IC

A

C E

N T

R A

L s te p h e n

.n u tt a ll2

Z U

K .r v t

/9

/2

:2

:0

P M

AE-102

ROOF PLAN

Charlotte Engineers, LLP

5838 Monroe Road

Charlotte, NC 28212

(704) 531-3000

Michael Eaves

HDR Architecture, INC

440 South Church Street, Suite 1000

Charlotte, NC 28202

(704) 338-6844

Nicholas Nash

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

05/12/2022 NN RB

1/8" = 1'-0" F1

ROOF PLAN

7. REFER TO INTERIOR DRAWINGS FOR

ADDITIONAL INTERIOR FINISH INFORMATION.

6. REFER TO EQUIPMENT DRAWINGS FOR

ADDITIONAL EQUIPMENT INFORMATION.

5. REFER TO MEP DRAWINGS FOR ADDITIONAL

MEP INFORMATION.

4. REFER TO STRUCTURAL DRAWINGS FOR

ADDITIONAL STRUCTURAL INFORMATION.

3. ALL DIMENSIONS ARE TO COLUMN

CENTERLINES OR FACE OF FINISHED WALLS

OR SURFACES UNLESS NOTED OTHERWISE.

2. DO NOT SCALE DRAWINGS. IF DIMENSIONAL

INFORMATION IS REQUIRED AND NOT FOUND,

NOTIFY ARCHITECT IMMEDIATELY FOR

CLARIFICATION.

1. DRAWINGS AND SPECIFICATIONS ARE

COMPLIMENTARY COMPONENTS OF THE

CONTRACT DOCUMENTS, REVIEW ALL

DRAWINGS AND SPECIFICATIONS FOR THE

COMPLETE SCOPE OF WORK. NOTIFY

ARCHITECT IMMEDIATELY FOR CLARIFICATION

IF INCONSISTENCIES, CONTRADICTIONS OR

OMISSIONS ARE DISCOVERED.

GENERAL NOTES

NORTH

PLAN

NORTH

1 1/2" = 1'-0" C1

MECHANICAL EQUIPMENT ROOF CURB - TYPICAL SECTION DETAIL

1 1/2" = 1'-0"

C5

PARAPET COPING - DETAIL

1 1/2" = 1'-0" C3

ROOF PENETRATION - TYPICAL SECTION DETAIL

S S

S S

S

S

SSSSS

S S S S S

S S

S

S S

S S

SSS

S S S S S

S S

S

SSS

S S

S

SSSS

S

7 8 9 10 11 12

E

A

654321

D

6.3 6.6

D.6

B

D6

AE-301

F1

AE-301

F1

AE-301

C

AE-402

F5

AE-402

C5

AE-403

F5

AE-404

C5

AE-405

F5

AE-405

C5

AE-406

F5

AE-406

C5

F1

AE-351

AE-403

C5

AE-404

F5

AE-410

B7

CONFERENCE

OPHTH

CHIEF

YAG LSR

PRE-OP

EX 2

PRE-OP

EX 1

EX 4

PHOTO

EX 7EX 5 EX 6 EX 7

EX 8

EX 3 EX 4 TLT TLT

RME

DROP-OFF

LOW VIS

RECEPTION

HAC

MECH

VF 1

EYEGLASS

FIT D&D

WAITING

VEST

OCT 2

VF 1

NURSE

WKRMEX 3

COMM

EQPT ALC

EX 9 EX 10 EX 11

LOUNGE

EX 10 EX 9 EX 8

CORR

CORR

LOBBY

CORR

CORR

CORR

LOCKER

SHARED

OFF

SHARED

OFF

SHARED

OFF

EX 12

BROS

VIST

SHARED

OFF

ELEC

TLT

TLT

TLT

EX 6

HAC

VEST

ELEC

CORR

COMM

HLD STOR

TLT

REPROCESS

WHCH

ALC

MED PREP

EX 5

TLT

VALVE

WHCH

ALC

EX 1

VEST

EX 2

OCT 1 OCT 2 VF 2

PROCEDURE

CORR

CORR

SHARED

OFF

SHARED

OFF

EX 13

OCT 1

COPY

WAITING

F9

AE-351

D1

AE-301

DEDUCT

ALTERNATE #2

DEDUCT

ALTERNATE #2

DEDUCT ALTERNATE #2

DEDUCT ALTERNATE #7

DEDUCT ALTERNATE #7

EYEBROW

CANOPY

EYEBROW

CANOPY

ABOVE

AE-411

B6

F8

AE-351

F6

AE-351

C9

AE-201AE-411

D6

AE-411

F8

5'-0"

E Q

3' -4

E Q

EQ

4'-0” EQ

E Q

4' -0

E

Q

E Q

4' -0

E

Q

4'-0"

EQ

6' -6

3'

-3

/2

EQ

8'-0" AFF

2'-6"

A

LI

G N

A

LI

G N

9' -6

A

F F

8' -6

A

F F

8'-6" AFF

1' -4

A

LI

G N

A

LI

G N

A

LI

G N

A

LI

G N

A

LI

G N

A

LI

G N

9' -6

A

F F

8'-6" AFF

8'-0" AFF

EQ 4'-6" EQ

E Q

E Q

1' -4

3' -3

/2

6'

-6

EQ EQ

8'-6" AFF

7'-6" AFF7'-6" AFF

7 7

1' -4

8'-6" AFF

1' -4

F2

AE-351

F4

AE-351

18'-8" AFF 18'-8" AFF

8' -0

A

F F

10'-4" AFF

8'-10" AFF

9' -6

A

F F

9' -6

A

F F

8' -6

A

F F

8' -6

A

F F

10'-0" AFF

10'-0" AFF

9'-0" AFF

8' -0

6'-0"

9'-8" AFF

8'-9" AFF 8'-9" AFF

8'-0" AFF

8' -4

A

F F

8'-6" AFF 1'

-4

8'-4" AFF

10'-0" AFF

AE-410

F5

ALUMINUM

LADDER

HAC

1'-4"5'-2"

5' -8

E

Q E

Q

RCP SYMBOL LEGEND

SUSPENDED LINEAR FLUORESCENT LIGHT

FIXTURE

SMOKE DETECTOR

SPEAKER

HVAC SUPPLY DIFFUSER

HVAC RETURN DIFFUSER

EXIT LIGHT

HEAT DETECTOR

HVAC EXHAUST DIFFUSER

RECESSED OR SURFACE MOUNTED

FLUORESCENT LIGHT FIXTURE

GYPSUM CEILING - PAINTED

ACOUSTICAL TILE CEILING (24x24)

PLASTIC LAMINATE WALL PANEL SOFFIT

8'-6"

GWB-1 (P-1)

HEIGHT

CEILING MATERIAL (FINISH)

THIS SYMBOL USED FOR CLGS NOT IDENTIFIED

BY CEILING GENERAL NOTES OR ROOM FINISH

SCHEDULE

CEILING MOUNTED CUBICAL CURTAIN TRACK

PENDANT LIGHT FIXTURE

RECESSED DOWN LIGHT

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

09/29/2023

C rv t\

\V

A M

C E

Y E

C L

IN

IC

A

C E

N T

R A

L

F

IN

A L jo e c a m p is i.

rv t

/2

/2

:4

:0

P

M

AC-101

FIRST FLOOR REFLECTED CEILING

PLANCharlotte Engineers, LLP

5838 Monroe Road

Charlotte, NC 28212

(704) 531-3000

Michael Eaves

HDR Architecture, INC

440 South Church Street, Suite 1000

Charlotte, NC 28202

(704) 338-6844

Nicholas Nash

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

NN RB

1/8" = 1'-0" F1

REFLECTED CEILING PLAN

7. REFER TO INTERIOR DRAWINGS FOR

ADDITIONAL INTERIOR FINISH INFORMATION.

6. REFER TO EQUIPMENT DRAWINGS FOR

ADDITIONAL EQUIPMENT INFORMATION.

5. REFER TO MEP DRAWINGS FOR ADDITIONAL

MEP INFORMATION.

4. REFER TO STRUCTURAL DRAWINGS FOR

ADDITIONAL STRUCTURAL INFORMATION.

3. ALL DIMENSIONS ARE TO COLUMN

CENTERLINES OR FACE OF FINISHED WALLS

OR SURFACES UNLESS NOTED OTHERWISE.

2. DO NOT SCALE DRAWINGS. IF DIMENSIONAL

INFORMATION IS REQUIRED AND NOT FOUND,

NOTIFY ARCHITECT IMMEDIATELY FOR

CLARIFICATION.

1. DRAWINGS AND SPECIFICATIONS ARE

COMPLIMENTARY COMPONENTS OF THE

CONTRACT DOCUMENTS, REVIEW ALL

DRAWINGS AND SPECIFICATIONS FOR THE

COMPLETE SCOPE OF WORK. NOTIFY

ARCHITECT IMMEDIATELY FOR CLARIFICATION

IF INCONSISTENCIES, CONTRADICTIONS OR

OMISSIONS ARE DISCOVERED.

GENERAL NOTES

NORTH

PLAN

NORTH

4 8 168 0

KEYNOTES - SHEET

7 CENTER LIGHT FIXTURE IN CEILING

13 START CEILING WITH WHOLE GRID ALONG THIS WALL

789101112 6 5 4 3 2 16.36.6

FIRST FLOOR

0"

D6

AE-301

FACE BRICK

(BR-1)

F1

AE-351

CAST STONE

VENEER (EXT-1)

F9

AE-351

D1

AE-301

DEDUCT

ALTERNATE #4 DEDUCT

ALTERNATE #4

DEDUCT

ALTERNATE #2

DEDUCT

ALTERNATE #2

DEDUCT

ALTERNATE #2

DEDUCT

ALTERNATE #7

F8

AE-351

F6

AE-351

C9

AE-201

FACE BRICK SILL

(BR-1) - BRICK

RECESSED AT SILL -

RUNNING BOND

F2

AE-351

F4

AE-351

VERTICAL SUN

SHADE FIN

FACE BRICK SILL

(BR-1) - BRICK

RECESSED AT

SILL - RUNNING

BOND

FACE BRICK REVEAL

(BR-1) - RUNNING BOND

FACE BRICK (BR-1)

PRE-FINISHED ALUMINUM

COPING

FACE BRICK CORBEL

PATTERN (BR-1) -

SOLDIER COURSE

FACE BRICK HEADER (BR-1) -

SOLDIER COURSE

ALUMINUM CURTAIN

WALL AND DOOR

CAST STONE

VENEER (EXT-1)

FACE BRICK (BR-1) -

SOLDIER COURSE

ALUMINUM CURTAIN

WALL WITH INSULATED

SPANDREL PANELS

AND GLAZING

FIBER GLASS REINFORCED

CONCRETE CORNICE (EFS-1)FIBER

REINFORCED

CORNICE

BRONZE COLORED

METAL EYEBROW

CANOPY

9'-0 WIDE X 6'-0" DEEP PRE-FINISHED

CANOPY SUPPORTED BY HANGER RODS

CAST STONE (EXT-1)

BANDING DEDUCT

ALTERNATE #5

AL2

AL3

AL4 AL4

AL3

AL2AL2

AL1

AL6 AL6

AL1 AL1 AL1 AL1

F2

AE-351

CJ CJ

UPPER ROOF

BEARING

20' - 6"

21'-0"

SEE F2/AE-201 FOR BRICK CORBEL PATTERN

34'-0" 21'-0"

SEE F2/AE-201 (OPP HAND) FOR BRICK CORBEL PATTERN

34'-0"

CJ CJCJ

CJ

CJ

CJ CJCJ CJ

DEDICATION PLAQUE -

COORDINATE LOCATION

WITH CONTRACTING

OFFICER

EQEQ

7 8 9 10 11 12654321 6.3 6.6

FIRST FLOOR

0"

ROOF (DECK

BEARING)

14' - 6"

D6

AE-301

F9

AE-351

D1

AE-301

F2

AE-351

F4

AE-351

FACE BRICK HEADER

(BR-1) - SOLDIER COURSE

ALUMINUM CURTAINWALL WINDOW

WITH INSULATED GLAZING UNITS

FACE BRICK CORBEL

PATTERN (BR-1) -

SOLDIER COURSE

PRE-FINISHED

ALUMINUM COPING

AL2AL2AL2AL2

AL1AL1AL1AL1AL1AL1

AL2AL2

AL1AL1

AL2AL2AL2

CJ CJCJ CJ CJ CJ CJ CJ CJ

DEDUCT

ALTERNATE #5

4'-8" DS DS

UPPER ROOF

BEARING

20' - 6"

42'-8"

SEE F2/AE-201 FOR BRICK CORBEL PATTERN

34'-0"48'-8"

SEE F2/AE-201 (OPP HAND) FOR BRICK CORBEL PATTERN

34'-0"

1'-6"

DS

EQ EQ

1'-6"

EQEQDS

1'-6" 1'-6"

DOWNSPOUT (DS) TIED INTO

STORM WATER SYSTEM - SEE CIVIL

PRE-FINISHED

ALUMINUM COPING

PRE-FINISHED

HANGING GUTTER

TPO FLASHING

MEMBRANE AT

VERTICAL WALLS

TPO FLASHING

MEMBRANE AT

VERTICAL WALLS

PRE-FINISHED

DOWNSPOUT TO

SPLASH PAN

GFRC CORNICE CAP

OFF BACK END OF

CORNICE

PRE-FINISHED

ALUMINUM

COPING

PRE-FINISHED

HANGING GUTTER

DS

CJ CJCJCJ

PRE-FINISHED

DOWNSPOUT TO

SPLASH PAN

REDUCE WIDTH OF

SOUTH ELEVATION

WINDOWS TO 4'-0" (TYP.)

DEDUCT

ALTERNATE #3

ED

FIRST FLOOR

0"

ROOF (DECK

BEARING)

14' - 6"

AL20

1'-6" 2'-8" 7'-8" 1'-10" 1'-6"

CAST STONE

VENEER (EXT-1)

FIBERGLASS

REINFORCED CONCRETE

CORNICE (EFS-1)

CAST STONE (EXT-1)

BANDING

AE-352

D1

AE-352

F1

OPP

OPP

UPPER ROOF

BEARING

20' - 6"

DEDUCT

ALTERNATE #4

CAST STONE HEADER

GRADE

TPO FLASHING MEMBRANE

AT VERTICAL WALL

PROVIDE 3'-6" LONG

PIECES AT INSIDE

CORNERS AS REQUIRED

EA D D.6

FIRST FLOOR

0"

ROOF (DECK

BEARING)

14' - 6"

B

F1

AE-301

F1

AE-301

C

FACE BRICK

REVEAL (BR-1) -

RUNNING BOND

PRE-FINISHED

ALUMINUM COPING

FACE BRICK SILL (BR-1) -

BRICK RECESSED AT SILL -

RUNNING BOND

FACE BRICK CORBEL

PATTERN (BR-1) -

SOLDIER COURSE

DOOR AND FRAME,

PAINTED

ALUMINUM CURTAINWALL

WINDOW WITH INSULATED

GLAZING UNITS FACE BRICK HEADER -

SOLDIER COURSE

FACE BRICK (BR-1) -

SOLDIER COURSE

5'-6" WIDE x 5'-0" DEEP PRE-

FINISHED CANOPY SUPPORTED

BY HANGER RODS

FACE BRICK (BR-1)

DEDUCT

ALTERNATE #2

DEDUCT

ALTERNATE #5

AL2AL2

'-0

"CJ

CJ

UPPER ROOF

BEARING

20' - 6"

AE-301

B5

21'-8"

SEE B1/AE-301 FOR BRICK CORBEL PATTERN

23'-4" 22'-0"

PRE-FINISHED

HANGING GUTTER

CJ

DOWNSPOUT (DS) TIED

INTO STORM WATER

SYSTEM - SEE CIVIL

E ADD.6

FIRST FLOOR

0"

ROOF (DECK

BEARING)

14' - 6"

B

F1

AE-301

F1

AE-301

C

ALUMINUM WINDOW

WITH GLAZING

FACE BRICK CORBEL

PATTERN (BR-1) -

SOLDIER COURSE

ALUMINUM LADDER

DOOR AND FRAME, PAINTED

5'-6" WIDE x 5'-0" DEEP PRE-FINISHED

CANOPY SUPPORTED BY HANGER RODS

DEDUCT

ALTERNATE #5

DEDUCT

ALTERNATE #2

DEDUCT

ALTERNATE #6

RETAINING WALL-

REFER TO CIVIL

'-6

AL2

AL1

CJ

CJ

10'-6"

CL

UPPER ROOF

BEARING

20' - 6"

22'-0"

SEE B1/AE-301 (OPP HAND) FOR

23'-4" 21'-8"

BRICK CORBEL PATTERN

PRE-FINISHED

ALUMINUM COPING

CJ

DOWNSPOUT (DS) TIED

INTO STORM WATER

SYSTEM - SEE CIVIL

PRE-FINISHED

HANGING GUTTER

E DD.6

FIRST FLOOR

0"

ROOF (DECK

BEARING)

14' - 6"

4' -2

1' -1

0" M

A S

O N

R Y

O P

E N

IN

G

'-0

2'

-8

CAST STONE VENEER

(EXT-1)

FIBER REINFORCED

CORNICE

CAST STONE (EXT-1)

BANDING

AE-352

D1

AE-352

F1

'-0

UPPER ROOF

BEARING

20' - 6"

PROVIDE 3'-6" LONG PIECES AT

INSIDE CORNERS AS REQUIRED

F6

AE-351

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

C rv t\

\V A

M C

E Y

E C

L

IN

IC

A

C E

N T

R A

L s te p h e n

.n u tt a ll2

Z U

K .r v t

/9

/2

:2

:0

P M

AE-201

EXTERIOR ELEVATIONS

Charlotte Engineers, LLP

5838 Monroe Road

Charlotte, NC 28212

(704) 531-3000

Michael Eaves

HDR Architecture, INC

440 South Church Street, Suite 1000

Charlotte, NC 28202

(704) 338-6844

Nicholas Nash

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

05/12/2022 NN RB

1/8" = 1'-0" A1

ELEVATION - PLAN NORTH

1/8" = 1'-0" E1

ELEVATION - PLAN SOUTH

1/8" = 1'-0" C9

VIEW OF CLEARSTORY

4 8 168 0

4 8 168 04 8 168 04 8 168 0

4 8 168 0

1/8" = 1'-0" C1

ELEVATION - PLAN EAST

1/8" = 1'-0"

C4

ELEVATION - PLAN WEST

1/8" = 1'-0" F1

VIEW OF ENTRANCE SIDE

4 8 168 0

COLOR: AMARILLO WHITE CF02

PERCORA CORPORATION

BRICK TO BRICK

COLOR: PUTTY COLOR: AMARILLO WHITE CF02

ARGOS USA COLOR: LIGHT BRONZE PERCORA CORPORATION

M-1 FACE BRICK AND CAST STONE MORTAR FINISH: ANODIZED CAST STONE TO BRICK COLOR: 2-2705 PEPPERMINT PATTY

LADDER MATERIAL: ALUMINUM ARCHITECTURAL URETHANE SEALANTS FINISH: OPACI-COAT 300

MASONRY MORTARING 04 05 13 COLOR: LIGHT BRONZE #26 ICD HIGH PERFORMANCE COATINGS

GLOSS: SEMI-GLOSS JOINT SEALANTS 07 92 00 KAWNEER SPANDREL COATING:

SIZE: 8" HIGH X 16" LONG X 8" DEEP NOMINAL COLOR: SW 7555 PATIENCE FINISH: ANODIZED COLOR: SOLARBAN 70 (2) SOLEXIA

COLOR: GREY SHERWIN WILLIAMS COLOR: SW 6144 - DAPPER TAN FRAME MATERIAL: ALUMINUM TYPE: INSULATED, TINTED, LOW-E, SPANDREL

FINISH: SMOOTH FIELD PAINTED SHERWIN WILLIAMS IL-2 VITRO

TYPE: STANDARD LINTELS STEEL LOOSE AND PLATE AT CAST STONE FINISH: PVDF TO MATCH COLOR BELOW COLOR: LIGHT BRONZE #26

CMU CONCRETE MASONRY UNITS MATERIAL: ALUMINUM KAWNEER COLOR: SOLARBAN 70 (2) SOLEXIA

GLOSS: SEMI-GLOSS HANGING GUTTERS AND DOWNSPOUTS FINISH: ANODIZED TYPE: INSULATED, TINTED, LOW-E VISION

SIZE: MODULAR COLOR: SW 7703 EARTHEN JUG DOOR MATERIAL: ALUMINUM IL-1 VITRO

COLOR: RED BRICK VELOUR SHERWIN WILLIAMS COLOR: SW 6144 - DAPPER TAN

ARCHITECTURAL COLLECTION FIELD PAINTED SHERWIN WILLIAMS AND STOREFRONTS COLOR: CLEAR

CAROLINA CERAMICS LINTELS STEEL LOOSE AND PLATE AT BRICK FINISH: PVDF TO MATCH COLOR BELOW ALUMINUM-FRAMED ENTRANCES 08 41 13 TYPE: MONOLITHIC

BR-1 FACE BRICK MATERIAL: ALUMINUM MG-1 VITRO

METAL FABRICATIONS 05 50 00 COPINGS GLOSS: SEMI-GLOSS

UNIT MASONRY 04 20 00 COLOR: SW 6144 - DAPPER TAN GLAZING 08 80 00

SIZE: 12" HIGH X 36" LONG X 4" DEEP NOMINAL FLASHING AND SHEET METAL 07 60 00 FRAME SHERWIN WILLIAMS

COLOR: CREAM COLOR: WHEAT COLOR: LIGHT BRONZE #26

FINISH: FINE TEXTURE PATTERN: STANDARD VDT COLOR: WHITE GLOSS: SEMI-GLOSS KAWNEER

FORMGLAS PRODUCTS LTD CAST STONE SYSTEMS FIRESTONE BUILDING PRODUCTS COLOR: SW 6144 - DAPPER TAN FINISH: ANODIZED

EFS-1 CORNICE STONE EXT-1 CAST STONE ROOFING MEMBRANE DOOR SHERWIN WILLIAMS FRAME MATERIAL: ALUMINUM

GLASS FIBER REINFORCED CONCRETE (GFRC) 03 45 00 CAST STONE MASONRY 04 72 00 THERMOPLASTIC POLYOLEFIN (TPO) ROOFING 07 54 23 HOLLOW METAL DOORS AND FRAMES 08 11 13 GLAZED ALUMINUM CURTAIN WALLS 08 44 13

EXTERIOR FINISH LEGEND

EA D D.6

0"

B

F1

AE-301

F1

AE-301 C

RETAINING WALL-

REFER TO CIVIL

DEDUCT

ALTERNATE #6

SHARED

OFF

1A078

176 SF

CORR

1A070

1104 SF

EX 8

1A077

131 SF

ELEC

1A108

22 SF

CORR

1A100

463 SF

WAITING

1A101

373 SF

NOTE: SEE STRUCTURAL FOR ALL ROOF

BEARING HEIGHTS - TYPICAL

7 8 9 10 11 12654321 6.3 6.6

FIRST FLOOR

0"

D6

AE-301

D1

AE-301

BRONZE COLORED

METAL EYEBROW

CANOPY

DEDUCT

ALTERNATE #2

F8

AE-351

F6

AE-351

C9

AE-201

F2

AE-351

F4

AE-351

NOTE: SEE STRUCTURAL FOR ALL ROOF

BEARING HEIGHTS - TYPICAL

EA D D.6

FIRST FLOOR

0"

B

F1

AE-301

F1

AE-301 C

LOUNGE

1A056

158 SF

CORR

1A040

650 SF

TLT

1A055

87 SF

TLT

1A014

53 SF

CORR

1A010

249 SF

WAITING

1A011

237 SF

NOTE: SEE STRUCTURAL FOR ALL ROOF

BEARING HEIGHTS - TYPICAL

FIRST FLOOR

0"

C

C

C

8C

'-4

4C

C

C O

U R

S E

S

C

5C 8" 1'-4" 1'-0" 4"

34'-0"

3'-4" 6'-0" 4'-8" 6'-0" 4'-8" 6'-0" 3'-4"

CJ

CJ

7C

C

C

C 9C

4" 2'-0" 1'-0" 1'-0" 4" 4'-0" 2'-0" 1'-0"4" 1'-8" 1'-8"

5C 4C

C

C

5C

8"

'-8

(5 7C

1'-0"1'-0"1'-4"

FIRST FLOOR

0"

B C

CJ

'-8

8"

'-0

(8

C

O U

R S

E S

3'-4" 6'-0" 4'-8" 6'-0" 3'-4"

23'-4"

CJ

1C

C

C

C 5C

C

4" 4"

8" 1'-0" 1'-0" 2'-4" 3'-8" 8" 4" 4"

8" 1'-4" 1'-4" 2'-0" 2'-4" 1'-8" 4"

2'-4" 8"

6C 8C

C

C

C

C

3C

C

C 6C

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

C rv t\

\V A

M C

E Y

E C

L

IN

IC

A

C E

N T

R A

L s te p h e n

.n u tt a ll2

Z U

K .r v t

/9

/2

:2

:1

P M

AE-301

BUILDING SECTIONS

Charlotte Engineers, LLP

5838 Monroe Road

Charlotte, NC 28212

(704) 531-3000

Michael Eaves

HDR Architecture, INC

440 South Church Street, Suite 1000

Charlotte, NC 28202

(704) 338-6844

Nicholas Nash

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

05/12/2022 NN RB

1/8" = 1'-0" D6

BUILDING SECTION - B

1/8" = 1'-0" F1

BUILDING SECTION - A

1/8" = 1'-0" D1

BUILDING SECTION - C

4 8 168 0 4 8 168 0

4 8 168 0

1/4" = 1'-0" B1

TYPICAL CORBELING ELEVATION

2 4 84 0 1/4" = 1'-0"

B5

CORBELLING ELEVATION

2 4 84 0DEDUCT ALTERNATE #5 DEDUCT ALTERNATE #5

0"

ROOF (DECK

BEARING)

14' - 6"

CONCRETE SLAB ON

GRADE- REFER TO

STRUCTURAL

CONCRETE

FOOTING- REFER

TO STRUCTURAL

PRE-FINISHED

ALUMINUM COPING

BRICK WALL ASSEMBLY:

- 4" FACE BRICK VENEER

- 1-3/4" AIR SPACE

- 2" RIGID FIBER INSULATION (R-8.4)

- FLUID APPLIED MEMBRANE AIR BARRIER

-GYPSUM SHEATHING BOARD

- 6" COLD FORMED METAL FRAMING

- BATT INSULATION (R-19)

- 5/8" GYPSUM BOARD

FINISHED GRADE-

REFER TO CIVIL

AE-352

D1

3/4" BRICK REVEAL -

SEE ELEVATIONS

4' -2

1'

-2

2' -8

2'

-8

2' -8

2'

-8

2' -8

AE-352

F1

'-8

METAL ROOF

DECK - REFER TO

STRUCTURAL

STEEL ANGLE - REFER

TO STRUCTURAL

STEEL BAR JOISTS AND

PERIMETER STEEL

BEAM - REFER TO

STRUCTURAL

1'-6"

8" 10"

FACE BRICK SOLDIER

COURSE

1'-6"

TPO ROOFING

MEMBRANE

D

FIRST FLOOR

0"

VERTICAL SUN SHADE

FIN - SEE PLAN

SCHEDULED

CEILING

1'-6"

AE-352

D18" 10"

AE-352

F1

'-8

AE-602

F7

AE-602

C6

SPANDREL INSULATION

'-0

6' -0

M

A S

O N

R Y

O P

E N

IN

G

'-0

2'

-8

E D.6

FIRST FLOOR

0"

ROOF (DECK

BEARING)

14' - 6"

4' -2

8"

M A

S O

N R

Y O

P E

N

IN

G 9'

-8

CONCRETE WALK-

REFER TO CIVIL

CAST STONE TRIM (SILL)

ALUMINUM CURTAIN WALL WITH

INSULATED SPANDREL PANELS

AND GLAZING

STONE BASE

ALUMINUM STOREFRONT DOOR

'-0

SCHEDULED CEILING

AE-352

F5

REMANUFACTURED

ALUMINUM CANOPY

AE-352

D5

AE-352

D3

SIM

3' -6

STEEL SUPPORT TUBE -

REFER TO STRUCTURAL

CANOPY HANGER ROD

ASSEMBLY AND EYE-BOLT

STEEL BEAM - REFER

TO STRUCTURAL

STEEL SUPPORT

TUBE - REFER TO

STRUCTURAL

6'-0" CANOPY

C L

E

FIRST FLOOR

0"

ROOF (DECK

BEARING)

14' - 6"

ALUMINUM CURTAINWALL

WINDOW WITH INSULATED

GLAZING UNITS

4' -2

3'

-1 0"

2' -8

M

A S

O N

R Y

O P

E N

IN

G

5' -4

2'

-8

FACE BRICK SOLDIER COURSE

FACE BRICK SOLDIER COURSE

AE-602

C9

AE-602

F9

8" 10"

LOW SLOPE ROOF ASSEMBLY:

- TPO ROOFING MEMBRANE

- COVERBOARD

- 4" THICK ROOF INSULATION (R-20)

- SUBSTRATE BOARD

AE-352

F1

AE-352

D1 1'-6"

'-8

AE-602

F1

E D

FIRST FLOOR

0"

3' -0

4"

7' -0

4'

-0

4" M

A S

O N

R Y

O P

E N

IN

G

3' -4

8"

M A

S O

N R

Y O

P E

N

IN

G 6'

-4

8"

'-0

CAST STONE WALL ASSEMBLY:

- 4" CAST STONE VENEER

- 1-3/4" AIR SPACE

- 2" RIGID FIBER INSULATION (R-8.4)

- FLUID APPLIED MEMBRANE AIR BARRIER

-GYPSUM SHEATHING BOARD

- 6" COLD FORMED METAL FRAMING

- BATT INSULATION (R-19)

- 5/8" GYPSUM BOARD

1'-6"

8" 10"

AE-602

F4

AE-602

C4

AE-352

F3

AE-602

F4

AE-602

C4

AE-352

D3

AE-352

F9

10"

ALUMINUM CURTAINWALL

WINDOW WITH INSULATED

GLAZING UNITS

CAST STONE SILL

CAST STONE HEADER

SCHEDULED

CEILING

CAST STONE HEADER

5"

6" METAL STUDS

AT 16" OC

CLIP STUD OFF

STEEL BEAM

A8

BEYOND

SCHEDULED

CEILING

DOWNSPOUT

TO CONCRETE

SPLASH BLOCK

(BELOW)

CONTINUOUS

GUTTER

UPPER ROOF

BEARING

20' - 6"

1/4" / FT MIN SLOPE

A

FIRST FLOOR

0"

TPO MEMBRANE SYSTEM OVER

RIGID BOARD INSULATION ON

METAL DECKING

CONCRETE SLAB ON

GRADE- REFER TO

STRUCTURAL

CONCRETE FOOTER-

REFER TO STRUCTURAL

STEEL BEAM- REFER

TO STRUCTURAL

FINISHED GRADE -

SEE CIVIL

SCHEDULED CEILING

AE-352

F1

AE-352

A5

1'-6"

10" 8"

OH

CONTINUOUS GUTTER

AND DOWNSPOUT

PARAPET BEYOND

COPING BEYOND

1"

1"

4 5/8"

5/

8"

SAND BLAST

FINISH

DRIP EDGE

CAST STONE HEADER

1"

1"

4 5/8"

5/

8"

CAST STONE SILL / BANDING

SAND BLAST FINISH

5/

8"

3 5/8"

8"

1' -6

COLD FORMED METAL FRAMING

STUD AT EACH ANCHOR

COLUMN LINE (SEE PLAN)

CAST STONE VENEER

CAST STONE ANCHOR

FACE BRICK VENEER

FACE BRICK ANCHOR

SEALANT AND PREFORMED

COMPRESSIBLE JOINT FILLER

1/2"

8"

1' -6

COLD FORMED METAL FRAMING

STUD AT EACH ANCHOR

COLUMN LINE (SEE PLAN)

FACE BRICK VENEER

FACE BRICK ANCHOR

SEALANT AND PREFORMED

COMPRESSIBLE JOINT FILLER

3/8"FACE BRICK VENEER

FACE BRICK ANCHOR

A

10" 8"

1'-6"

1' -6

AIR SPACE

2" RIGID FIBER

INSULATION

GYPSUM SHEATHING

BOARD

FLUID APPLIED AIR

BARRIER

FACE BRICK

CONTINUOUS GUTTER

WITH HANGERS

TPO ROOF MEMBRANE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FINAL CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultants:

C rv t\

\V A

M C

E Y

E C

L

IN

IC

A

C E

N T

R A

L s te p h e n

.n u tt a ll2

Z U

K .r v t

/9

/2

:2

:2

P M

AE-351

EXTERIOR WALL SECTIONS

Charlotte Engineers, LLP

5838 Monroe Road

Charlotte, NC 28212

(704) 531-3000

Michael Eaves

HDR Architecture, INC

440 South Church Street, Suite 1000

Charlotte, NC 28202

(704) 338-6844

Nicholas Nash

EYE CLINIC CENTER

WJBD VAMC - COLUMBIA, SC 29209

544-329

05/12/2022 NN RB

1/2" = 1'-0" F1

WALL SECTION - TYPICAL

1/2" = 1'-0"

F8

WALL SECTION - LOBBY

1/2" = 1'-0" F6

WALL SECTION - ENTRANCE

1 2 42 0

1/2" = 1'-0" F2

WALL SECTION - PUNCHED WINDOW

1/2" = 1'-0"

F4

WALL SECTION - WAITING ROOM

1/2" = 1'-0" F9

WALL SECTION - GUTTER END

3" = 1'-0" B1

CAST STONE TRIM PROFILES

3" = 1'-0"

B2

TYPICAL CAST STONE UNIT

3" = 1'-0" B4

CAST STONE - BRICK CONTROL JOINT

3" = 1'-0"

B6

BRICK CONTROL JOINT

1 1/2" = 1'-0" B8

BRICK PARAPET PLAN DETAIL

ALUMINUM CURTAIN WALL SYSTEM

BACKER ROD AND SEALANT

SITE PAVING

SLOPE AWAY FROM BUILDING -

SEE CIVIL

CONCRETE FOOTER

SEE STRUCTURAL

SHIM SPACE AS REQUIRED - FILL

WITH SPRAY FOAM INSULATION -

TYPICAL

STAINLESS STEEL FLASHING

WITH END DAMS

8" M

IN

CONCRETE SLAB WITH

1/2" CHAMFERED EDGE

SEE STRUCTURAL

DAMP PROOFING

GRANULAR FILL - SEE

STRUCTURAL

E

ROOF (DECK

BEARING)

14' - 6"

SLOPE

(2) LAYERS 3/4" PRESSURE -

TREATED PLYWOOD

SHEET METAL COPING

ANCHOR CLIP

COMPRESSIBLE JOINT FILLER

12 GA GALV PLATE FULL

WIDTH OF PLYWOOD

PRESSURE TREATED WOOD BLOCKING

AIR SPACE

2" RIGID FIBER INSULATION

GYPSUM SHEATHING

BOARD

FLUID APPLIED AIR BARRIER

FACE BRICK

5/8" PRESSURE TREATED PLYWOOD

1/2" GYPSUM COVER BOARD

CONTINUOUS RIGID INSULATION

(R-23.6)

PRESSURE TREATED BLOCKING

HEAD JOINT CAVITY VENT

@ 16" OC MAX

5/8" GYPSUM BOARD

ROOF SHEATHING

METAL ROOF DECK -

SEE STRUCTURAL

DEFLECTION CLIP

STEEL BEAM

SEE STRUCTURAL

EXTEND FLUID APPLIED AIR AND WATER BARRIER UP

FACE OF SHEATHING AND OVER BLOCKING.

SEAL TO WALL AIR BARRIER

SELF ADHERING WATERPROOF

MEMBRANE. WRAP OVER PARAPET

SEAL TO WALL AIR BARRIER

1-1/2" RIGID INSULATION

1'-6"

8" 10"

4' -2

TPO ROOF MEMBRANE

E

FIRST FLOOR

0"

1'-6"

GROUT SOLID

FINISHED GRADE-

REFER TO CIVIL

WEEPS @ 16" OC MAX

THRU-WALL FLASHING

FACE BRICK

FLUID APPLIED AIR BARRIER

WALL TIES @ 16" OC VERTICALLY

AND 24" OC HORIZONTALLY

AIR SPACE

2" RIGID FIBER INSULATION

HEAD JOINT CAVITY VENT @ 24" OC MAX

TERMINATION BAR

STAINLESS STEEL DRIP LEG

SEALANT

FLEXIBLE TRANSITION MEMBRANE

DAMP PROOFING

6" COLD FORMED

METAL FRAMING

BATT INSULATION

GYPSUM SHEATHING

BOARD

5/8" GYPSUM BOARD

CONCRETE SLAB

SEE STRUCTURAL

8" 10"

1' -4

A

10" 8"

1'-6"

AIR SPACE

2" RIGID FIBER INSULATION

GYPSUM SHEATHING BOARD

FLUID APPLIED AIR BARRIER

FACE BRICK

STEEL BEAM

SEE STRUCTURAL

BAR JOISTS

SEE STRUCTURAL

HANGING GUTTER - CONTINUOUS

(9" WIDE X 6-3/4" TALL - MIN)

TPO ROOF MEMBRANE

1/2" GYPSUM COVER BOARD

CONTINUOUS RIGID INSULATION

(R-23.6)

5/8"…