Bid Documents Part 6.pdf

EXISTING WALL

CONSTRUCTION -FIELD VERIFY

2" CONTINUOUS ROCKWOOL INSULATION

BOARD, TYP

FLUID APPLIED AIR BARRIER. INSTALL

PRIOR TO STEEL INSTALLATION

STEEL CHANNEL -SEE STRUCTURAL

COMPOSITE METAL DECK - SEE

STRUCTURAL

L6"x4"x12 GA (LLV) SLOTTED BENT

PLATE -SEE STRUCTURAL

5/8" GYP BD

FLUID APPLIED AIR BARRIER. INSTALL PRIOR TO

STEEL INSTALLATION

6" COLD FORMED STEEL STUD -SEE STRUCTURAL

2"x2"x1/4" STEEL ANGLE -SEE STRUCTURAL

3"x3"x1/4" STEEL ANGLE AND 3/8"x 8"x1'-6" STEEL

PLATE-SEE STRUCTURAL

5/16" CONTINUOUS BENT PLATE -SEE

STRUCTURAL

L 6"x4"x12 (GA) x 5" CLIP -SEE

STRUCTURAL

5/8" GYP BD

6" COLD FORMED STEEL STUD -SEE STRUCTURAL

FLUID APPLIED AIR BARRIER. INSTALL

PRIOR TO STEEL INSTALLATION

EXISTING WALL CONSTRUCTION -FIELD

VERIFY

SELF-ADHERING SHEET UNDERLAYMENT

SYNTHETIC WOVEN UNDERLAYMENT

STAINLESS STEEL DRIP EDGE

SEALANT

PREFINISHED METAL GUTTER

5/4 FIBER CEMENT TRIM

3/4" FIRE TREATED PLYWOOD

BEADBOARD FIBER CEMENT TRIM

SEALANT

3 5/8" METAL STUDS @ 16" OC

COLD FORMED STEEL TRUSS SYSTEM. SEE STRUCTURAL

SYNTHETIC SLATE SHINGLE ROOF

3" RIGID INSULATION

ELASTOMERIC SHEETING. LAP FLUID APPLIED AIR BARRIER AND

SHEET VAPOR RETARDER 4" MIN.

3/4" FIRE TREATED PLYWOOD

4 1/2" MIN RIGID INSULATION

CONTINUOUS SHEET VAPOR

RETARDER.

HEEL OF TRUSS - SEE STRUCTURAL

FOR ADDITIONAL INFORMATION

SEE SPECIFICATIONS FOR

BLAST DESIGN REQUIREMENTS

3"

TOP OF MASONRY (EXISTING)

25' - 8 1/2" (FIELD VERIFY)

1/ 2"

PREFINISHED 4" DIA LOUVERED METAL VENT WITH

INSECT SCREEN. 6' OC

SEE ROOF PLAN FOR ROOF SLOPE

BOTTOM CHORD OF TRUSS - SEE STRUCTURAL

FOR ADDITIONAL INFORMATION

4"

AE522

PATCH ALL OPENINGS IN BRICK AT REMOVED

WOOD STRUCTURE WITH MORTAR. MATCH

MORTAR TYPE TO EXISTING BRICK MORTAR

1'-11"

STEEL CHANNEL -SEE STRUCTURAL

COMPOSITE METAL DECK - SEE

STRUCTURAL

L6"x4"x12 GA (LLV) SLOTTED BENT

PLATE -SEE STRUCTURAL

5/8" GYP BD

5/8" DIA ANCHOR AND STRUCTURAL THERMAL

ISOLATION PAD -SEE STRUCTURAL

2" CONTINUOUS ROCKWOOL INSULATION

BOARD, TYP

FLUID APPLIED AIR BARRIER. INSTALL PRIOR TO

STEEL INSTALLATION

6" COLD FORMED STEEL STUD -SEE STRUCTURAL

2"x2"x1/4" STEEL ANGLE -SEE STRUCTURAL

3"x3"x1/4" STEEL ANGLE AND 3/8"x 8"x1'-6" STEEL

PLATE-SEE STRUCTURAL

5/16" CONTINUOUS BENT PLATE -SEE

STRUCTURAL

EXISTING WALL

CONSTRUCTION -FIELD VERIFY

BLAST RESISTANT ALUMINUM CURTAIN

WALL. SEE ELEVATION FOR TYPE AND

SPEC SECTION 08 44 13 FOR BLAST

DESIGN REQUIREMENTS.

10" COLD FORMED STEEL STUD - SEE STRUCTURAL

2" CONTINUOUS ROCKWOOL INSULATION

BOARD, TYP

ROD AND SEALANT

PRIMARY SEALBLAST RESISTANT CONNECTION FROM CURTAIN WALL TO

SUPPORTING STRUCTURE PER BLAST DESIGN REQUIREMENTS.

CONNECTION DESIGN BY CURTAIN WALL SUPPLIER TO MEET

BLAST PERFORMANCE REQUIREMENTS PER SPECIFICATION

SECTION 08 44 13. MUST EXTEND FROM PRIMARY SEAL (MIN)

BACK TO STRUCTURE. SEALANT

MOTORIZED BETWEEN THE JAMB WINDOW

SHADE AND HOUSING. -SEE RCP

5/8" GYP BD ON 3 5/8" METAL STUDS SEE

RCP FOR ADDITIONAL INFORMATION

COMPOSITE METAL DECK - SEE

STRUCTURAL

3 5/8" METAL STUDS AS REQUIRED FOR

ROLLER SHADE SUPPORT AND SOFFIT

SE

E

RC

P

SE

E

RC

P

STEEL CHANNEL -SEE STRUCTURAL

5/16" BENT PLATE , CONTINUOUS - SEE

STRUCTURAL

7"

FLUID APPLIED AIR BARRIER. INSTALL

PRIOR TO STEEL INSTALLATION

TOP OF EXISTING MASONRY

AE522

25' - 10 3/8"

NOTES APPLY /4 AE520

STEEL PLATE AND ANGELS -SEE

STRUCTURAL

GRID

EXISTING WALL

CONSTRUCTION -FIELD VERIFY

BLAST RESISTANT ALUMINUM WINDOW.

SEE ELEVATION FOR TYPE AND SPEC

SECTION 08 56 53 FOR BLAST DESIGN

REQUIREMENTS.

10" COLD FORMED METAL STUD - SEE

STRUCTURAL

5/8" GYP BD

ROD AND SEALANT

PRIMARY SEAL

BLAST RESISTANT CONNECTION FROM

WINDOW TO SUPPORTING STRUCTURE PER

BLAST DESIGN REQUIREMENTS.

CONNECTION DESIGN BY WINDOW

SUPPLIER TO MEET BLAST PERFORMANCE

REQUIREMENTS PER SPECIFICATION

SECTION 08 56 53. MUST EXTEND FROM

PRIMARY SEAL (MIN) BACK TO STRUCTURE.

MUST EXTEND FROM PRIMARY SEAL (MIN)

BACK TO STRUCTURE.

10" COLD FORMED STEEL BOX BEAM. - SEE

STRUCTURAL

SEALANT

FIELD VERIFY

7"

2" CONTINUOUS ROCKWOOL INSULATION

BOARD, TYP

FLUID APPLIED AIR BARRIER. INSTALL

PRIOR TO STEEL INSTALLATION

EXISTING WALL CONSTRUCTION -

FIELD VERIFY

SEALANT

GRID

SOLID SURFACE S-1 SILL

BLAST RESISTANT ALUMINUM WINDOW.

SEE ELEVATION FOR TYPE AND SPEC

SECTION 08 56 53 FOR BLAST DESIGN

REQUIREMENTS.

10" COLD FORMED STEEL BOX BEAM -

SEE STRUCTURAL

5/8" GYP BD

ROD AND SEALANT W/ WEEPS AT 16"

OC-TYP

PREFINISHED ALUM FLASHING TO

MATCH WINDOW MULLION W/ CONT

SEALANT TO EXISTING SILL

1/4" ROD AND SEALANT JOINT

PRIMARY SEAL

BLAST RESISTANT CONNECTION FROM WINDOW

TO SUPPORTING STRUCTURE PER BLAST DESIGN

REQUIREMENTS. CONNECTION DESIGN BY

WINDOW SUPPLIER TO MEET BLAST

PERFORMANCE REQUIREMENTS PER

SPECIFICATION SECTION 08 56 53. MUST EXTEND

FROM PRIMARY SEAL (MIN) BACK TO STRUCTURE.

MUST EXTEND FROM PRIMARY SEAL (MIN) BACK

TO STRUCTURE.

1"

FIELD VERIFY

7"

EXISTING STONE SILL - FIELD VERIFY 1"

SHIM AS REQUIRED

1/

2"

ELASTOMERIC SHEETING-SEAL

VAPOR TIGHT TO SHIM OR STEEL

PLATE AND STONE SILL AS

REQUIRED. MUST EXTEND BACK TO

PRIMARY SEAL.

10" COLD FORMED STEEL STUD - SEE

STRUCTURAL

2" CONTINUOUS ROCKWOOL INSULATION

BOARD, TYP

FLUID APPLIED AIR BARRIER. INSTALL

PRIOR TO STEEL INSTALLATION

1'-6"

EXISTING WALL

CONSTRUCTION -FIELD VERIFY

SEALANT

GRID

SOLID SURFACE S-1 SILL

BLAST RESISTANT ALUMINUM WINDOW.

SEE ELEVATION FOR TYPE AND SPEC

SECTION 08 56 53 FOR BLAST DESIGN

REQUIREMENTS.

6" COLD FORMED METAL STUD - SEE

STRUCTURAL

5/8" GYP BD

ROD AND SEALANT W/ WEEPS AT 16" OC-TYP

PREFINISHED ALUM FLASHING TO

MATCH WINDOW MULLION W/ CONT

SEALANT TO EXISTING SILL

1/4" ROD AND SEALANT JOINTPRIMARY SEAL

BLAST RESISTANT CONNECTION FROM WINDOW TO

SUPPORTING STRUCTURE PER BLAST DESIGN

REQUIREMENTS. CONNECTION DESIGN BY WINDOW

SUPPLIER TO MEET BLAST PERFORMANCE

REQUIREMENTS PER SPECIFICATION SECTION 08 56 53.

MUST EXTEND FROM PRIMARY SEAL (MIN) BACK TO

STRUCTURE. MUST EXTEND FROM PRIMARY SEAL (MIN)

BACK TO STRUCTURE. MUST EXTEND FROM PRIMARY

SEAL (MIN) BACK TO STRUCTURE.

FIELD VERIFY

7"

EXISTING STONE SILL - FIELD VERIFY 1"

SHIM AS REQUIRED

COLD FORMED STEEL BOX BEAM. - SEE

STRUCTURAL

1/

2"

ELASTOMERIC SHEETING-SEAL

VAPOR TIGHT TO SHIM OR STEEL

PLATE AND STONE SILL AS

REQUIRED. MUST EXTEND BACK TO

PRIMARY SEAL.

2" CONTINUOUS ROCKWOOL INSULATION

BOARD, TYP

FLUID APPLIED AIR BARRIER. INSTALL

PRIOR TO STEEL INSTALLATION

1"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID 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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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AE526

EXTERIOR SECTION DETAILS CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 Checker Author16149

1 1/2" = 1'-0"3 SECTION DETAIL - SLAB EDGE SECOND LEVEL AT GRID 1

1 1/2" = 1'-0"1 SECTION DETAIL - SLOPED ROOF, FASCIA, SOFFIT & SLAB EDGE @ EXISTING BRICK - GRID 1

1 1/2" = 1'-0"2 SECTION DETAIL - CLEARSTORY CURTAIN WALL HEAD AT EXISTING BRICK - LOBBY 100-45 - SOUTH

1 1/2" = 1'-0"4 SECTION DETAIL - WINDOW HEAD AT EXISTING BRICK - STAIRS

1 1/2" = 1'-0"5 SECTION DETAIL - WINDOW SILL AT EXISTING BRICK - STAIRS

1 1/2" = 1'-0"6 SECTION DETAIL - WINDOW SILL AT EXISTING BRICK - NORTH/SOUTH

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

Signature:_________________

Date:__________ License# 42138

1'-2" 2'-0"

CL CL

OVERFLOW DRAIN - EXACT

PROFILE OF DRAIN

ELEMENTS MAY VARY

TAPER INSULATION DOWN TO

DRAIN. MIN INSUL R-VALUE AT

ROOF DRAINS R-10 (+2" MIN)

CLAMPING RING

DRAIN LEADER -SEE

PLUMBING, TYP

ROOF DECK - TYPE VARIES SEE

ROOF DETAILS AND STRUCTURAL

PRIMARY DRAIN - EXACT

PROFILE OF DRAIN ELEMENTS

MAY VARY

VERIFY WITH STRUCTURAL AND MECHANICAL

MEMBRANE ROOF OVER COVER

BOARD

CONTINUOUS SHEET VAPOR

RETARDER

CONTINUOUS BEAD OF

WATER CUTOFF MASTIC, FULL

WIDTH OF CLAMPING RING,

TYP

RUST-RESISTANT BOLTS,

TYP

CLOSED CELL SPRAY FOAM

INSULATION

UL RATED 2 HOUR FIRE STOP

SYSTEM

2"

EXISTING WALL CONSTRUCTION -

FIELD VERIFY

KERF CUT INTO EXISTING BRICK

SEALANT

PREFINISHED REMOVABLE BREAK METAL FLASHING

PREFINISHED BREAK METAL FLASHING

POLYVINYL-CHLORIDE (PVC)

MEMBRANE ROOFING EXTEND

UP FACE OF BRICK.

ELASTOMERIC SHEETING . EXTEND DOWN OVER

BRICK AND DOWN FACE OF PLYWOOD

PREFINISHED BREAK METAL

REGLET

TAPERED ROOF INSULATION

AS REQUIRED - SEE ROOF

PLAN

1/2" COVER BOARD (TYP)

SEALANT

SECOND LEVEL

14'-0"

GRID

SOLID SURFACE SILL

SEALANT

BLAST RESISTANT ALUMINUM WINDOW. SEE

ELEVATION FOR TYPE. SEE SPECIFICATION

SECTION 08 56 53 FOR BLAST DESIGN

REQUIREMENTS.

CEMENTITIOUS FIBER BEAD BOARD

EXISTING ROOF STRUCTURE. FIELD VERIFY

3/4" FIRE TREATED PLYWOOD

10" COLD FORMED METAL STUD - SEE

STRUCTURAL

5/8" GYP BD

SLOPE 3/8" PER 1'-0" APPROXIMATELY

ROD AND SEALANT W/ WEEPS AT 16"

OC-TYP

PRIMARY SEAL

FIRE TREATED PLYWOOD. AS REQUIRED

FOR REPLACEMENT OF DAMAGED EXISTING

DECKING

3 1/4"

BLAST RESISTANT CONNECTION FROM

WINDOW TO SUPPORTING STRUCTURE PER

BLAST DESIGN REQUIREMENTS. CONNECTION

DESIGN BY WINDOW SUPPLIER TO MEET

BLAST PERFORMANCE REQUIREMENTS PER

SPECIFICATION SECTION 08 56 53.

HSS 6"x6"x1/4" - SEE STRUCTURAL

AE522

ELASTOMERIC SHEETING-SEAL VAPOR TIGHT TO SHIM OR

STEEL PLATE AND BRICK AS REQUIRED. MUST EXTEND

BACK TO PRIMARY SEAL.

PREFINISHED ALUM FLASHING TO MATCH WINDOW

MULLION W/ CONT SEALANT TO EXISTING SILL

2" 6 5/8"

1/

2" 4"

3/4"

MDO. PAINT P-6

60.00°

1/4"

CONTRACTOR OPTION TO REUSE

SALVAGED BRICK FOR INFILL IN PLACE OF

CMU.

2" CONTINUOUS ROCKWOOL INSULATION

BOARD, TYP

FLUID APPLIED AIR BARRIER. INSTALL

PRIOR TO STEEL INSTALLATION

FLUID APPLIED AIR BARRIER. INSTALL

PRIOR TO STEEL INSTALLATION

ELASTOMERIC SHEETING

4"

4"

2" CONTINUOUS ROCKWOOL INSULATION

BOARD, TYP

CANT WHERE APPLICABLE

SKYLIGHT OF SIMILAR

CRICKET

INDICATES SLOPE UNLESS NOTED

OTHERWISE

ROOF VALLEY

CRICKET

CRICKET

SKYLIGHT OF SIMILAR

INDICATES SLOPE UNLESS NOTED

OTHERWISE

CANT

CRICKET

CRICKET

SKYLIGHT OR SIMILAR

INDICATES SLOPE UNLESS NOTED

OTHERWISE

NOTE:

1. PROVIDE CRICKETS IN LOW VALLEYS BETWEEN ROOF DRAINS AND ON THE HIGH SIDE

OF ALL CURBS.

2. REFER TO ROOF PLAN FOR PROJECT SLOPE CONFIGURATIONS.

SLOPE TO ROOF CENTERSLOPE TO OUTSIDE WALLSLOPE WITH STRUCTURE

EXISTING WALL

CONSTRUCTION

-SEE PLAN

POLYVINYL-CHLORIDE (PVC) MEMBRANE

ROOFING. EXTEND UP FACE OF BRICK.

1/2" COVER BOARD

TAPER ROOF INSULATION- SEE ROOF PLAN

EXISTING ROOF STRUCTURE.

FIELD VERIFY

TERMINATION BAR

REMOVABLE PREFINISHED METAL

COUNTER FLASHING

SAW CUT KERF INTO EXISTING BRICK

SEALANT

PREFINISHED BREAK METAL FLASHING

PREFINISHED BREAK METAL

REGLET

CONTINUOUS SHEET VAPOR RETARDER.

ELASTOMERIC SHEETING. EXTEND UP BRICK

FACE TO TERMINATION BAR

SLOPE 3/8" PER 1'-0" APPROXIMATELY

COLD FORMED STEEL TRUSS

SYSTEM. SEE STRUCTURAL

ELASTOMERIC SHEETING. LAP

FLUID APPLIED AIR BARRIER AND

SHEET VAPOR RETARDER UP

AND OVER CURB.

3/4" FIRE TREATED

PLYWOOD

4 1/2" MIN RIGID

INSULATION

CONTINUOUS SHEET

VAPOR RETARDER

SEE ROOF PLAN

FOR ROOF SLOPE

REINSTALL SALVAGED ROOF

VENT

MECHANICAL

DUCTWORK - SEE

MECHANICAL FOR

SIZE

SYNTHETIC SLATE SHINGLE

ROOF

TYPE II 30 LB FELT

SEE ROOF PLAN

FOR ROOF SLOPE

FEILD VERIFY

4'-10"

PREFABRICATED/INSULATED

CURB ANCHORED TO STEEL

TRUSS SYSTEM

FI

EL

D

VE

RI

FY

1'- 7"

CONTINUOUS

SEALANT

SEAL WITH

GASKET AND TEK

SCREWS

PROVIDE

BIRD AND INSECT SCREEN AT

ALL OPENINGS AS REQUIRED

COPPER SALVAGED ROOF VENT.

REPAIR WITH SIMILAR

MATERIALS AS REQUIRED TO

LIKE NEW CONDITION. FILED

VERIFY SIZE, SHAPE AND

CONSTRUCTION

OPENING

DIMENSION AS

REQUIRED FOR

MECHANICAL

EQUIPMENT

NOTE: THIS DETAIL ILLUSTRATES GENERAL INFORMATION ONLY REGARDING ROOFING MEMBRANE INSTALLATION REFER TO THE MANUFACTURER'S DETAILS AND INSTALLATION INSTRUCTIONS FOR SPECIFIC

AND COMPLETE INFORMATION.

REFER TO STRUCTURAL FOR DECK

MATERIAL AND OPENING FRAME

VAPOR RETARDER EXTEND TO TOP

OF ROOFING MEMBRANE

INSULATION - THICKNESS VARIES

THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE

ROOF ROOFING MEMBRANE. EXTEND UP VERTICAL

SURFACE PER REQUIREMENTS OF MANUFACTURER

LAP SEALANT

FASTENING PLATE OR STRIP PER MFR

RECOMMENDATIONS- FASTEN 1'-0" OC MAX

MEMBRANE FLASHING BONDED TO CURB AND SPLICED

TO ROOFING MEMBRANE

MECHANICAL EQUIPMENT/ HOOD BASE SET IN

BED OF SEALANT - EXACT PROFILE MAY VARY

1/

4"

SEALANT AND ROD BACKER

PREFABRICATED/ INSULATED CURB ANCHORED TO

DECK

TWO PIECED FLASHING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID 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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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AE530

ROOF DETAILS CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB/JT16149

1 1/2" = 1'-0"1 ROOF DETAIL - SECTION @ ROOF DRAINS

1 1/2" = 1'-0"3 ROOF DETAIL - MEMBRANE ROOF @ PORCH ROOF & EXISTING BRICK

1 : 12 CRICKET APPLICATIONS

1 1/2" = 1'-0"4 ROOF DETAIL - MEMBRANE ROOF AND FLASHING AT EXISTING BRICK

1" = 1'-0"5 ROOF DETAIL @ INSULATED CURB AT SALVAGED METAL VENT

3" = 1'-0"6 PREFAB, DECK-MOUNTED MECH EQUIP OR HOOD CURB

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

C

10" 2'-3"

1' -1

/4

5/ 8"

XN3

XN3

B3

B3

XN3

3'-5 7/8"

XP3

STEEL COLUMN -

SEE STRUCT

DOOR OPERATOR-

PUSH BUTTON

PROVIDE SEALANT IN FLOORING

AT 1/2" EXPANSION JOINT

E

1' -2

/8

1/

8"

1'-4" 1'-4"

B3

B3XP3

XP3

STEEL COLUMN -

SEE STRUCT

CROSS BRACE AND PLATE -

SEE STRUCT

EXPANSION JOINT- SEE

STRUCT

PROVIDE SEALANT IN FLOORING

AT 1/2" EXPANSION JOINT

PROVIDE SEALANT AT ALL SIDE OF

STRUCTURAL STEEL WHERE

FLOORING ABUTS STEEL.

8"

4"

E

7"

1' -2

/8

1/ 8"

4"

1'-0 7/8"5 7/8"

B3

STEEL COLUMN, PAINT - SEE

STRUCTURAL

B3

STEEL CROSS BRACE AND PLATE,

PAINT - SEE STRUCT

EXPANSION JOINT- SEE

STRUCT

PROVIDE SEALANT IN LVT FLOORING AT 1/2"

EXPANSION JOINT. SEE FINISH PLANS FOR

SCHEDULED FINISH

PROVIDE SEALANT AT ALL SIDE OF

STRUCTURAL STEEL WHERE LVT

FLOORING ABUTS STEEL. SEE

FINISH PLANS FOR SCHEDULED

FINISH

D

9" 1'-1 1/8"

XN3

XN3

XN3

B3

STEEL COLUMN -

SEE STRUCT

PROVIDE SEALANT IN FLOORING

AT 1/2" EXPANSION JOINT

C

7 5/8"

5/

8"

1/

8"

1/

2"

7 5/8"

XP3

STEEL COLUMN -

SEE STRUCT

XP3

B3

DOOR AND FRAME AS

SCHEDULED

PROVIDE SEALANT IN FLOORING

AT 1/2" EXPANSION JOINT

PROVIDE SEALANT IN FLOORING

AT 1/2" EXPANSION JOINT

C

9 1/2"

5/

8"

1/

8"

1/

2"

B3

XP3

STEEL COLUMN -

SEE STRUCT

PROVIDE SEALANT IN FLOORING

AT 1/2" EXPANSION JOINT

PROVIDE SEALANT IN FLOORING

AT 1/2" EXPANSION JOINT

C

1'-0 1/2"

STEEL TUBE CROSS BRACE -

SEE STRUCT

XP3

3/

4"

5/ 8"

SEALANT ALL SIDES OF

STEEL BRACE

B3

WALL MOUNTED LAV. SEE MEP

E

18"x18" CONCRETE COLUMN -SEE

STRUCTURAL

XN

XN1

XN1

XN

XN1XN3

DOOR AND FRAME AS SCHEDULED

12" CMU WALL -SEE STRUCTURAL

8" CMU WALL -SEE

STRUCTURAL

9" 9"

4"

6"

7/

8"

5/

8"

EQ EQ

E

12" CMU WALL -SEE STRUCTURAL

18"x18" CONCRETE COLUMN -SEE

STRUCTURAL

8" CMU WALL -SEE STRUCTURAL

HOLLOW METAL DOOR

AND FRAME AS

SCHEDULED

1 5/8" 8"

4"

/4

3/

4"

XN

XN2 XN3

XN1

B3

XN1

SEALANT (ALL SIDES)

LINE OF XN3 PARTITION ABOVE

D

6 7/8"11 1/8"

1'-6"

XN3

XN2

XN3

PROVIDE SEALANT IN FLOORING

AT 1/2" EXPANSION JOINT

STEEL COLUMN - SEE

STRUCTURAL

B3bs

SHEET AE601 RATED WALL

INTERSECTIONS NOTES APPLY

D

9" 1'-1 1/8"

" XN3

XN3

PROVIDE SEALANT IN FLOORING

AT 1/2" EXPANSION JOINT

XN

B3bs

SHEET AE601 RATED WALL

INTERSECTIONS NOTES APPLY

STEEL COLUMN SEE STRUCTURAL

8" CMU -SEE STRUCTURAL

DOOR AND FRAME AS SCHEDULED

XN

XN3

XN1

AT SIM

SEALANT (ALL SIDES)

LINE OF XN3 PARTITION ABOVE

LINE OF XN1 PARTITION ABOVE AT SIM

D

7" 3 3/4"

5/

8" 1'-

8" XP2

H4b

XP3

B3 XP

STEEL COLUMN -

SEE STRUCT

PROVIDE SEALANT IN FLOORING

AT 1/2" EXPANSION JOINT

CMU WALL - SEE STRUCTURAL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID 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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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AE540

INTERIOR PLAN DETAILS CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB/JT16149

1 1/2" = 1'-0"1 PLAN DETAIL - PARTITION AT COLUMN C-14

1 1/2" = 1'-0"2 PLAN DETAIL - PARTITION AT COLUMN E-16

1 1/2" = 1'-0"3 PLAN DETAIL - PARTITION AT COLUMN E-14

1 1/2" = 1'-0"4 PLAN DETAIL - PARTITION AT COLUMN D-17

1 1/2" = 1'-0"5 PLAN DETAIL - PARTITION AT COLUMN C-13

1 1/2" = 1'-0"6 PLAN DETAIL - PARTITION AT COLUMN C-12

1 1/2" = 1'-0"7 PLAN DETAIL - PARTITION AT DIAGONAL BRACE & DOOR FRAME

1 1/2" = 1'-0"8 PLAN DETAIL - PARTITION AT COLUMN E-13 - FIRST LEVEL

1 1/2" = 1'-0"9 PLAN DETAIL - PARTITION & DOOR FRAMES @ CMU COLUMN E-10 - FIRST LEVEL

1 1/2" = 1'-0"12 PLAN DETAIL - PARTITION AT COLUMN D-3

1 1/2" = 1'-0"11 PLAN DETAIL - PARTITION AT COLUMN D-17 - SECOND LEVEL

1 1/2" = 1'-0"13

PLAN DETAIL - DOOR FRAMES @ CMU

AND GYP BOARD PARTITIONS (TYP)

1 1/2" = 1'-0"10 PLAN DETAIL - PARTITION AT COLUMN D-4 CMU

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

6"x2"x1/4" HSS WELDED

TO BOTTOM PLATE W/ 3/16"

WELD

12"x3 5/8"x1/4" STEEL PLATE

TOP & BOTTOM. FASTEN TOP

PLATE TO STRUCT ABOVE W/

5/8" DIA EXP BOLT TO CONC

1'

0" P

LA

TE

5/8" EXP BOLT

FOR CONCRETE

WALL FINISH AS

SCHEDULED

SEE FLOOR

PLAN FOR

PARTITION

TYPE

METAL SLEEVE

PLAN VIEW

ELEVATION @

FLOOR STRUCT

ABOVE

2"

6"x2"x1/4" HSS

12"x4"x1/4" STEEL PLATE TOP

2"x2"x1/4" STEEL CLIP

ANGLE EA SIDE

STRUCTURE ABOVE

3/16

BOLT

GRAB BAR

COVER PLATE

5/8" DIA EXP BOLT TO CONC

1" M

IN

4"

3/8" PLATE EACH SIDE, AT TOP WITH

1/2" DIA THROUGH BOLTS INTO

LONG VERTICAL SLOTS.

6" COLD FORMED STEEL

STUDS - SEE STRUCTURAL

EXISTING MULTI WYTHE

BRICK WALL

5/8" GYP BD

G

2" CONTINUOUS ROCKWOOL

INSULATION BOARD, TYP

8"x8"x3/8" HSS COLUMN - SEE

STRUCTURAL

3 1/2"

1/

2"

3 5/8" METAL STUDS

2" CONTINUOUS ROCKWOOL

INSULATION BOARD, TYP

FLUID APPLIED AIR BARRIER.

INSTALL PRIOR TO STEEL

INSTALLATION

FLUID APPLIED AIR BARRIER.

INSTALL PRIOR TO STEEL

INSTALLATION

5/8" GYP BD

6" COLD FORMED STEEL STUDS -

SEE STRUCTURAL

EXISTING MULTI WYTHE BRICK

WALL

5/8" GYP BD

F

2" CONTINUOUS

ROCKWOOL INSULATION

BOARD, TYP

8"x8"x3/8" HSS COLUMN - SEE

STRUCTURAL

B3bs

1'-6"

5 5/8"

2" CONTINUOUS

ROCKWOOL INSULATION

BOARD, TYP

XN3

XN3

6" COLD FORMED STEEL

STUDS - SEE STRUCTURAL

1' -4

/8

2" CONTINUOUS

ROCKWOOL INSULATION

BOARD, TYP

FLUID APPLIED AIR BARRIER.

INSTALL PRIOR TO STEEL

INSTALLATION

G

6" COLD FORMED STEEL STUDS - SEE

STRUCTURAL

EXISTING BRICK WALL

HSS 8"x8"x5/8" STEEL COLUMN. -SEE

STRUCTURAL

2" CONTINUOUS ROCKWOOL

INSULATION BOARD, TYP

XN3

12" CMU WALL. -SEE STRUCTURAL

XN1

4"

6 1/8"

10" COLD FORMED STEEL STUDS - SEE

STRUCTURAL

FLUID APPLIED AIR BARRIER. INSTALL

PRIOR TO STEEL INSTALLATION

FLUID APPLIED AIR BARRIER. INSTALL

PRIOR TO STEEL INSTALLATION

G

6" COLD FORMED STEEL

STUDS - SEE STRUCTURAL

EXISTING MULTI WYTHE

BRICK WALL

8"x8"x1/2" STEEL COLUMN. -SEE

STRUCTURAL

XN2

XN3

1/

4"

10" COLD FORMED STEEL STUDS - SEE

STRUCTURAL

2" CONTINUOUS ROCKWOOL

INSULATION BOARD, TYP

12" CMU WALL -SEE STRUCTURAL

9"

FLUID APPLIED AIR BARRIER.

INSTALL PRIOR TO STEEL

INSTALLATION

G

6" COLD FORMED STEEL STUDS - SEE

STRUCTURAL

EXISTING MULTI WYTHE

BRICK WALL - FIELD VERIFY

THICKNESS

5/8" GYP BD

HSS 8"x8"x3/8" -SEE STRUCTURAL

3 5/8" METAL STUD

2" CONTINUOUS ROCKWOOL

INSULATION BOARD, TYP

8 1/4" 8 1/4"

5/

8"

2" CONTINUOUS ROCKWOOL

INSULATION BOARD, TYP

FLUID APPLIED AIR BARRIER. INSTALL

PRIOR TO STEEL INSTALLATION

6" COLD FORMED STEEL STUDS - SEE

STRUCTURAL

EXISTING MULTI WYTHE BRICK WALL

F

2" CONTINUOUS

ROCKWOOL INSULATION

BOARD, TYP

8"x8"x3/8" HSS COLUMN - SEE

STRUCTURAL

11 1/8" 10 3/8"

2" CONTINUOUS ROCKWOOL

INSULATION BOARD, TYP

XN3

B3bs

XN3

6" COLD FORMED STEEL STUDS - SEE

STRUCTURAL

5/8" GYP BD

2" CONTINUOUS

ROCKWOOL INSULATION

BOARD, TYP

/4

FLUID APPLIED AIR BARRIER.

INSTALL PRIOR TO STEEL

INSTALLATION

10" COLD FORMED STEEL STUDS - SEE

STRUCTURAL

EXISTING MULTI WYTHE BRICK WALL

5/8" GYP BD

GRID

F

2" CONTINUOUS

ROCKWOOL INSULATION

BOARD, TYP

8"x8"x3/8" HSS COLUMN - SEE

STRUCTURAL

STEEL C CHANNEL AT LANDING BY

STAIR SUPPLIER

10" COLD FORMED STEEL STUDS - SEE

STRUCTURAL

5/8" GYP BD

2" CONTINUOUS ROCKWOOL

INSULATION BOARD, TYP

FLUID APPLIED AIR BARRIER. INSTALL

PRIOR TO STEEL INSTALLATION

FLUID APPLIED AIR BARRIER. INSTALL

PRIOR TO STEEL INSTALLATION

6"x2"x1/4" HSS WELDED

TO BOTTOM PLATE W/ 3/16"

WELD

12"x4"x1/4" STEEL PLATE TOP &

BOTTOM. FASTEN TOP PLATE

TO STRUCT ABOVE W/ 5/8" DIA

EXP BOLT TO CONC

1'

0" P

LA

TE

5/8" EXP BOLT

FOR CONCRETE

WALL FINISH AS

SCHEDULED

SEE FLOOR PLAN FOR

PARTITION TYPE

METAL SLEEVE

PLAN VIEW

BOLT

GRAB BAR

COVER PLATE

ELEVATION @

FLOOR STRUCT

ABOVE

2"6"x2"x1/4" HSS

12"x4"x1/4" STEEL PLATE TOP

2"x2"x1/4" STEEL CLIP

ANGLE EA SIDE

STRUCTURE ABOVE

3/16

5/8" DIA EXP BOLT TO CONC

1" M

IN

4"

3/8" PLATE EACH SIDE, AT TOP WITH

1/2" DIA THROUGH BOLTS INTO

LONG VERTICAL SLOTS.

6" COLD FORMED STEEL STUDS - SEE

STRUCTURAL

EXISTING MULTI WYTHE BRICK

WALL

F

8"x8"x3/8" HSS COLUMN - SEE

STRUCTURAL

11 1/8" 10 3/8"

XN3

B3bs

XN3

6" COLD FORMED STEEL STUDS - SEE

STRUCTURAL

5/8" GYP BD

/4

/4

XN3

2" CONTINUOUS

ROCKWOOL INSULATION

BOARD, TYP

2" CONTINUOUS ROCKWOOL

INSULATION BOARD, TYP

2" CONTINUOUS

ROCKWOOL INSULATION

BOARD, TYP

FLUID APPLIED AIR BARRIER.

INSTALL PRIOR TO STEEL

INSTALLATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID 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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

C U s e rs

\P u b lic \D o c u m e n ts \R e v it P ro je c ts

\1

-R g b a rb a ri a e -m n .c o m

.r v t

/8

/2

:2

:2

A

M

AE541

INTERIOR PLAN DETAILS CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

3" = 1'-0"1 STEEL TUBE GRAB BAR SUPPORT

1 1/2" = 1'-0"3 PLAN DETAIL - STEEL STUDS AT COLUMN G-17

1 1/2" = 1'-0"4 PLAN DETAIL - EXISTING BRICK AND STEEL STUDS AT COLUMN F-17

1 1/2" = 1'-0"5 PLAN DETAIL - EXISTING BRICK AND STEEL STUDS AT COLUMN G-13 AND CMU 1 1/2" = 1'-0"6 PLAN DETAIL - EXISTING BRICK AND STEEL STUDS AT COLUMN G-10 AND CMU

1 1/2" = 1'-0"7 PLAN DETAIL - EXISTING BRICK & STEEL STUDS AT COLUMN (TYP)

1 1/2" = 1'-0"8 PLAN DETAIL - EXISTING BRICK AND STEEL STUDS AT COLUMN F-3 - FIRST LEVEL

1 1/2" = 1'-0"9 PLAN DETAIL - EXISTING BRICK AND STEEL STUDS AT GRID STAIRS

3" = 1'-0"2 STEEL TUBE GRAB BAR SUPPORT @ CORNER OF PARTITION

1 1/2" = 1'-0"10 PLAN DETAIL - EXISTING BRICK AND STEEL STUDS AT COLUMN F-3 - SECOND LEVEL

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

B

6" COLD FORMED STEEL STUDS -

SEE STRUCTURAL

EXISTING MULTI WYTHE BRICK

WALL

5/8" GYP BD

2" CONTINUOUS

ROCKWOOL INSULATION

BOARD, TYP

8"x8"x3/8" HSS COLUMN - SEE

STRUCTURAL

3 1/2"

1/

2"

3 5/8" METAL STUDS

2" CONTINUOUS ROCKWOOL

INSULATION BOARD, TYP

6" COLD FORMED STEEL

STUDS - SEE

STRUCTURAL

FLUID APPLIED AIR

BARRIER. INSTALL PRIOR

TO STEEL INSTALLATION

FLUID APPLIED AIR BARRIER.

INSTALL PRIOR TO STEEL

INSTALLATION

6" COLD FORMED STEEL STUDS -

SEE STRUCTURAL

EXISTING BRICK WALL

B

2" CONTINUOUS ROCKWOOL

INSULATION BOARD, TYP

LOCKERS SEE FLOOR PLANS AND ELEVATIONS

1'-7"

1/

2"

8"x8"x3/8" HSS COLUMN - SEE

STRUCTURAL

XN3

XN3

6" COLD FORMED STEEL

STUDS -SEE STRUCTURAL

2" CONTINUOUS ROCKWOOL

INSULATION BOARD, TYP

FLUID APPLIED AIR BARRIER.

INSTALL PRIOR TO STEEL

INSTALLATION

FLUID APPLIED AIR BARRIER. INSTALL

PRIOR TO STEEL INSTALLATION 6" COLD FORMED STEEL

STUDS - SEE STRUCTURAL

EXISTING MULTI WYTHE BRICK

WALL

5/8" GYP BD

G

2" CONTINUOUS

ROCKWOOL INSULATION

BOARD, TYP

8"x8"x3/8" HSS COLUMN -

SEE STRUCTURAL

XN3

10 3/8"

6" COLD FORMED STEEL

STUDS - SEE STRUCTURAL

2" CONTINUOUS ROCKWOOL INSULATION BOARD,

TYP

FLUID APPLIED AIR

BARRIER. INSTALL PRIOR

TO STEEL INSTALLATION

FLUID APPLIED AIR BARRIER. INSTALL PRIOR TO

STEEL INSTALLATION

SEE WALL SECTIONS AND WALL

TYPES FOR WALL CONSTRUCTION

8" 8"

GRID

A

XN3

XN3

W8X24 STEEL COLUMN - SEE

STRUCTURAL

1' -1

/8

SEE WALL SECTIONS AND WALL

TYPES FOR WALL CONSTRUCTION

8" 1'-4 7/8"

GRID

A

XN3

XN3

W8X24 STEEL COLUMN - SEE

STRUCTURAL

1'-

2" XP3

B3

GRID

GRID

STEEL COLUMN -

SEE STRUCT

EXPOSED STEEL CROSS BRACE AND PLATE,

PAINT - SEE STRUCT

EXPANSION JOINT- SEE

STRUCT

PROVIDE SEALANT IN LVT FLOORING AT 1/2"

EXPANSION JOINT. SEE FINISH PLANS FOR

SCHEDULED FLOOR FINISH

PROVIDE SEALANT AT ALL SIDE OF

STRUCTURAL STEEL WHERE LVT

FLOORING ABUTS STEEL. SCRIBE

CARPET TIGHT TO STEEL WHERE

SCHEDULED. SEE FINISH PLANS

CUSTOM STAINLESS

STEEL END WALL

PROTECTOR

COMPOSITE

PLANKING - CP-1

3"

3"

SEE PLAN FOR PARTITION TYPE

BLOCKING AS REQUIRED

E

HARDWOOD TRIM STAINED TO MATCH

COMPOSITE PLANK

COMPOSITE PLANKING - CP-1

XN3

XN3

XN3

9" 10 1/4"

/4

AL

IG

N

3/4"

1/

2"

B3

10" COLD FORMED STEEL STUDS - SEE

STRUCTURAL

EXISTING MULTI WYTHE BRICK WALL

5/8" GYP BD

GRID

H

2" CONTINUOUS

ROCKWOOL INSULATION

BOARD, TYP

8"x8"x5/8" HSS COLUMN - SEE

STRUCTURAL

10" COLD FORMED STEEL STUDS - SEE

STRUCTURAL

5/8" GYP BD

8 5/8"

5/

8"

2" CONTINUOUS ROCKWOOL

INSULATION BOARD, TYP

FLUID APPLIED AIR BARRIER.

INSTALL PRIOR TO STEEL

INSTALLATION

FLUID APPLIED AIR BARRIER.

INSTALL PRIOR TO STEEL

INSTALLATION

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID 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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

C U s e rs

\P u b lic \D o c u m e n ts \R e v it P ro je c ts

\1

-R g b a rb a ri a e -m n .c o m

.r v t

/8

/2

:2

:2

A

M

AE542

INTERIOR PLAN DETAILS CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

1 1/2" = 1'-0"1 PLAN DETAIL - EXISTING BRICK AND STEEL STUDS AT COLUMN B-18 - FIRST LEVEL 1 1/2" = 1'-0"3 PLAN DETAIL - EXISTING BRICK AND STEEL STUDS AT COLUMN B-18 - SECOND LEVEL

1 1/2" = 1'-0"2 PLAN DETAIL - EXISTING BRICK AND STEEL STUDS AT COLUMN G-3 - FIRST LEVEL

1 1/2" = 1'-0"4 PLAN DETAIL - PARTITION AT STEEL COLUMN @ EXTERIOR WALL - FIRST LEVEL (TYP) 1 1/2" = 1'-0"5 PLAN DETAIL - PARTITION AT STEEL COLUMN 15-A & EXTERIOR WALL - FIRST LEVEL

1 1/2" = 1'-0"6 PLAN DETAIL - CONTROL JOINT AT EXPOSED STEEL COLUMN AND CROSS BRACING

1 1/2" = 1'-0"7 PLAN DETAIL - CORNER AT GYP BD & COMPOSITE PLANKING

1 1/2" = 1'-0"8 PLAN DETAIL - TERMINATION AT COMPOSITE PLANKING

1 1/2" = 1'-0"9 PLAN DETAIL - EXISTING BRICK AND STEEL STUDS AT GRID H

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

E

10 1/8"

1'- 0"

6"

B3

B3

8"

6 1/8"

STEEL COLUMN - SEE STRUCT

EXPOSED STEEL CROSS BRACE AND PLATE,

PAINT - SEE STRUCT

EXPANSION JOINT- SEE

STRUCT

PROVIDE SEALANT IN LVT FLOORING AT 1/2"

EXPANSION JOINT. SEE FINISH PLANS FOR

SCHEDULED FLOOR FINISH

PROVIDE SEALANT AT ALL SIDE OF

STRUCTURAL STEEL WHERE LVT

FLOORING ABUTS STEEL. SCRIBE

CARPET TIGHT TO STEEL WHERE

SCHEDULED. SEE FINISH PLANS

E

18"X18" CONCRETE COLUMN -SEE

STRUCTURAL

XN2

XN1

XN3XN3

12" CMU WALL -SEE STRUCTURAL

CURTAIN WALL AS

SCHEDULED . SEE

ELEVATIONS

3 7/8"

E

6" COLD FORMED METAL STUD

8" OC WITH 14 GA METAL

PLATE. SEE STRUCTURAL

5/8" GYP BD

BLAST RESISTANT ALUMINUM

CURTAIN WALL WITH

DECORATIVE FILM

2"

XN

XN3

1' -0

/8

/4

10 1/4"

AE551

3 5/8" COLD FORMED METAL

STUDS WITH 14 GA METAL

PLATE. SEE STRUCTURAL

E

12" CMU WALL -SEE STRUCTURAL

18"X18" CONCRETE PILASTER -SEE

STRUCTURAL

1/

8"

/8

/8

/4

1'-1 1/4"

XN3

XN3

XN

B3

XN3

6" COLD FORMED METAL STUD WITH

14 GA METAL PLATE. SEE

STRUCTURAL

5/8" GYP BD

XN3

6" COLD FORMED STEEL STUDS -

SEE STRUCTURAL

EXISTING MULTI WYTHE BRICK

WALL

5/8" GYP BD2" CONTINUOUS

ROCKWOOL INSULATION

BOARD, TYP

8"x8"x3/8" HSS COLUMN - SEE

STRUCTURAL

6"

1'- 5"

2" CONTINUOUS ROCKWOOL

INSULATION BOARD, TYP

6" COLD FORMED STEEL

STUDS - SEE

STRUCTURAL

FLUID APPLIED AIR

BARRIER. INSTALL PRIOR

TO STEEL INSTALLATION

FLUID APPLIED AIR BARRIER.

INSTALL PRIOR TO STEEL

INSTALLATION

B

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID 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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

C U s e rs

\P u b lic \D o c u m e n ts \R e v it P ro je c ts

\1

-R g b a rb a ri a e -m n .c o m

.r v t

/8

/2

:2

:3

A

M

AE543

INTERIOR PLAN DETAILS CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

1 1/2" = 1'-0"4 PLAN DETAIL - PARTITIONS AND EXPOSED STEEL AT COLUMN E-4 - SECOND LEVEL

1 1/2" = 1'-0"2 PLAN DETAIL - COLUMN AND INTERIOR CURTAIN WALL AT GRID E-13 - SECOND LEVEL 1 1/2" = 1'-0"1 PLAN DETAIL - PARTITION & INTERIOR CURTAIN WALL AT COLUMN E-11 - SECOND LEVEL

1 1/2" = 1'-0"3 PLAN DETAIL - PARTITION AT CMU COLUMN E-10 - SECOND LEVEL

1 1/2" = 1'-0"5 PLAN DETAIL - EXISTING BRICK AND STEEL STUDS AT COLUMN B-1 - FIRST LEVEL

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

1'-0" CLEAR

3/4" ADJUSTABLE PLAM SHELVES, SEE

INTERIOR ELEVATIONS FOR QTY.

CEILING AS SCHEDULED

PULL

3/4" PLAM DOOR

1/4" PLAM FACED BACKSE

E

EL

EV

AT

IO

NS

6"

3/4" ADJUSTABLE PLAM

SHELF

3/4" PLAM DOOR

3"

4"

3'- 0"

2'-1"UNO.

SEE ELEVATIONS

BASE AS SCHEDULED

PULL

PLAM DRAWERS WHERE

SHOWN- PROVIDE EDGE

BANDING ON ALL 4 EDGES

CL

R

1/

2"1'-8" CLR

1/4" PLAM FACED BACK

WALL BACKING

PLAM-2 COUNTERTOP

1/

2"

EQ

DRAWER UNITS

FILE UNIT

EQ

3"

4"

BASE AS SCHEDULED

PLAM DRAWERS WHERE

SHOWN- PROVIDE EDGE

BANDING ON ALL 4 EDGES

WALL BACKING

2'- 8"

EASED EDGE

2'-1"

S-1 COUNTERTOP

1/

2"

GOOSENECK FAUCET AND

STAINLESS STEEL SINK, SEE

PLUMBING DRAWINGS

3"

6"

2'-0"UNO 1"

4"

BASE AS SCHEDULED

PULL

SINK -SEE PLUMBING

3/4" PLAM FIXED PANEL

3/4" PLAM DOOR

1/4" PLAM FACED BACK

S-1 COUNTERTOP W/ 4"

SIDE AND BACKSPLASH

WALL BACKING

3'- 0"

4"

3"

2'-0"UNO

BASE AS

SCHEDULED

(5) 3/4" ADJUSTABLE PLAM

SHELVES

3/4" PLAM DOOR

PULL

1/4" PLAM FACED BACK

SE

E

EL

EV

AT

IO

N

WALL BACKING

8" 3"

9"

2'- 3"

SE

E

EL

EV

AT

IO

NS

2'-

SINK - SEE PLUMBING

CLEAR WHEEL

CHAIR CLEARANCE

WHERE INDICATED PROVIDE

REMOVABLE 3/4" THICK PLAM

OVER MDF BOARD FASCIA

PANEL. CONTINUOUS, FULL

LENGTH OF VANITY - ADD

REMOVABLE HARDWARE

M

AX

1/

2"

1"

1' -1

/4

2'-1"UNO

1'-7"

8"

1/

2"

3/4" PLAM FIXED PANEL

S-1 COUNTERTOP W/ 4" SIDE

AND BACKSPLASH

EQ

EQ

DRAWER/FILE

UNITS

3"

4"

BASE AS SCHEDULED

PLAM DRAWERS WHERE

SHOWN- PROVIDE EDGE

BANDING ON ALL 4 EDGES

PULL

WALL BACKING

2'-1"

2'- 8"

S-1 COUNTERTOP

1/

2"

EQ

EQ

EQ

EQ

DRAWER UNITS

EQ

UA

LL

Y, U

NO

DI

VI

DE

D

RA

W

ER

S

3"

4"

3'- 0"

2'-1"UNO.

PLAM DRAWERS WHERE

SHOWN- PROVIDE EDGE

BANDING ON ALL 4 EDGES

BASE AS SCHEDULED

PULL

WALL BACKING

S-1 COUNTERTOP W/ 4"

SIDE AND BACKSPLASH

EQ

EQ

EQ

DRAWER UNITS

EQ

UA

LL

Y, U

NO

DI

VI

DE

D

RA

W

ER

S

3"

4"

3'- 0"

2'-1"UNO.

PLAM DRAWERS WHERE

SHOWN- PROVIDE EDGE

BANDING ON ALL 4 EDGES

BASE AS SCHEDULED

PULL

WALL BACKING

PLAM-2 COUNTERTOP

1/

2"

6"

3/4" ADJUSTABLE PLAM

SHELF

3/4" PLAM DOOR

3"

4"

SE

E

EL

EL

VA

TI

O

NS

2'-1"UNO.

SEE ELEVATIONS

BASE AS SCHEDULED

PULL

PLAM DRAWERS WHERE

SHOWN- PROVIDE EDGE

BANDING ON ALL 4 EDGES

CL

R

1/

2"1'-8" CLR

1/4" PLAM FACED BACK

WALL

BACKING

S-1 COUNTERTOP W/ SIDE

AND BACKSPLASH

1/

2"

EQ

EQ

EQ

DRAWER UNITS

EQ

UA

LL

Y, U

NO

DI

VI

DE

D

RA

W

ER

S

3"

4"

SE

E

EL

EV

AT

IO

NS

2'-1"UNO.

PLAM DRAWERS WHERE

SHOWN- PROVIDE EDGE

BANDING ON ALL 4 EDGES

BASE AS SCHEDULED

PULL

WALL

BACKING

S-1 COUNTERTOP W/ SIDE

AND BACKSPLASH

1/

2"

ALUM WINDOW SYSTEM

(TYP)

SEE PLAN FOR

PARTITION TYPE

BLOCKING AS REQUIRED

EQ EQ

SOLID SURFACE S-X

SEALANT

1/ 2"

5/8" PARTICLE BOARD

1/4" METAL CLEAT

PLAM PANEL

ALUMINUM MILLWORK REVEAL

PLAM PANEL

1/4" METAL CLEAT

PLAM FINISHED EDGE (TYP)

2'-8"

ALUM WINDOW

SYSTEM (TYP)

SOLID SURFACE S-1 WITH EASED

EDGES

PLAM-1 PANELS

1/4" SST BAR WITH

COUNTERSUNK

SCREWS

BASE AS SCHEDULEDSST BASE

WOOD BLOCKING

DATA AND ELECTRICAL

RACEWAYS

METAL SUPPORT BRACKET

TYPICAL

2"

1"

4"

5 1/2"

1"

5/8" PARTICLE BOARD

REMOVABLE PLAM-1 ACCESS

PANELS

PARTICLE BOARD WITH

REMOVABLE PANEL STOP

EXTENSION

1/4" METAL CLEAT

FIELD LOCATE GROMMETS IN

COUNTERTOP. COORDINATE

LOCATION WITH COR

2'- 8"

AE550

LOBBY

AE550

BLOCKING AS REQUIRED AT

BRACKETS

FIRST LEVEL

0"

2'- 8"

AE550

4'- 0"

1"

1'-6"

1"

REMOVABLE PLAM-1 ACCESS

PANELS

PARTICLE BOARD WITH

REMOVABLE PANEL STOP

EXTENSION

SOLID SURFACE S-1 WITH EASED

EDGES

BASE AS SCHEDULED

DATA AND ELECTRICAL

RACEWAYS

METAL SUPPORT BRACKET

TYPICAL

ALUM SLIDING

WINDOW SEE -

PLAM-X PANELS

1/4" SST BAR WITH

COUNTERSUNK

SCREWS

SST BASE

WOOD BLOCKING

1/4" METAL CLEAT

FIELD LOCATE GROMMETS IN

COUNTERTOP. COORDINATE

LOCATION WITH COR

1'-8 3/4"

8"

/14 AE550

AE550

5/8" PARTICLE BOARD

SOLID SURFACE S-1 WITH EASED

EDGES

2'-1"

4"

LOBBY

PLAM-1 PANEL

BLOCKING AS REQUIRED AT

BRACKETS

SOLID SURFACE

S-X

ALUMINUM SLIDING PASS THOUGH

WINDOW WITH LOCK

SPRING LOADED GUIDE(S)

ALUMINUM TRACK AT HEAD

ALUM WINDOW SYSTEM HEAD OF

WINDOW

5/8" PARTICLE BOARD

ALUMINUM "L" SHAPE. ATTACH TO PLAM PANEL

PLAM PANEL

1/4" METAL CLEAT

SOLID SURFACE S-X

PAINT WALL FLAT BLACK AT REVEAL

3/ 8"

FINISHED FLOOR

1/4" SST BAR

WITH

COUNTERSUNK

SCREWS

4" 1/

4"

3/4" 1/4"

BASE AS SCHEDULED

SST BASE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID 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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

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AE550

INTERIOR SECTION DETAILS CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB/JT16149

1" = 1'-0"1 SECTION - WALL CABINET WITH DOOR

1" = 1'-0"2

SECTION - BASE CABINET DRAWER &

DOOR

1" = 1'-0"4

SECTION - BASE CABINET 3, 2 DRAWER

W/FILE1

1" = 1'-0"9 SECTION - BASE CABINET WITH SINK

1" = 1'-0"11 SECTION - TALL CABINET SINGLE DOOR

1" = 1'-0"8 SECTION - CABINET WITH SINK AND APRON

1" = 1'-0"5 SECTION - BASE CABINET 2, W/ 2 FILES

1" = 1'-0"10 SECTION - BASE CABINET, 4 EQ DRAWER

1" = 1'-0"3 SECTION - BASE CABINET, 3 EQ DRAWER

1" = 1'-0"6

SECTION - BASE CABINET DRAWER &

DOOR, S-1 CRTP

1" = 1'-0"7

SECTION - BASE CABINET, 3 EQ

DRAWER, S-1 CRTP

3" = 1'-0"15

SECTION DETAIL - PARTIAL HEIGHT

PARTITION @ ALUM WINDOW SYSTEM

3" = 1'-0"17

SECTION DETAIL - ALUMINUM

MILLWORK REVEAL @ PLAM PANEL

1 1/2" = 1'-0"13 SECTION - RECEPTION DESK LOW COUNTER

1 1/2" = 1'-0"12 SECTION - RECEPTION DESK HIGH COUNTER

3" = 1'-0"14

SECTION DETAIL - SILL & HEAD @

ALUM SLIDING WINDOW

3" = 1'-0"18 SECTION DETAIL -PLAM PANEL @ COUNTER

3" = 1'-0"16 SECTION DETAIL - SST BASE

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

AL

IG

N

AL

IG

N

AL

IG

N

COMPOSITE SLAB -SEE STRUCTURAL

FLOOR LEVEL

-SEE STRUCTURAL

STEEL BEAM - SEE STRUCTURAL

SEE WALL SECTIONS AND WALL

TYPES FOR CONSTRUCTION

PROVIDE UL RATED HEAD OF

PARTITION ASSEMBLY

CONCRETE BEAM -SEE STRUCTURAL

METAL PLATE FROM HEAD OF

PARTITION TO STEEL BEAM.

ATTACH TO BOTTOM OF STEEL

BEAM

ELEVATOR SHAFT

FINISHED FLOOR -SEE PLANS

PROVIDE METAL RUNNERS AND

SUDS AT SHAFTWALL. INSTALL

SHAFTWALL AND STUDS AFTER

FIREPROOFING HAS BEEN

APPLIED.

AE323-B45

COMPOSITE SLAB -SEE STRUCTURAL

FLOOR LEVEL

SEE STRUCTURAL

STEEL BEAM - SEE STRUCTURAL

SEE WALL SECTIONS AND WALL

TYPES FOR CONSTRUCTION

PROVIDE UL RATED HEAD OF

PARTITION ASSEMBLY

ELEVATOR SHAFT

FINISHED FLOOR -SEE PLANSJ TRACK

SEE WALL SECTIONS AND WALL

TYPES FOR CONSTRUCTION

FIRE CAULK

COMPOSITE PLANKING

1X TRIM BOARD STAINED

TO MATCH COMPOSITE

PLANKING

BLAST RESISTANT ALUMINUM

CURTAIN WALL. SEE ELEVATION

FOR TYPE AND SPEC SECTION

08 44 13 FOR BLAST DESIGN

REQUIREMENTS.

5/8" GYP BD ON 3 5/8" METAL STUDS

WIDE FLANGE BEAM -SEE STRUCTURAL

FLOOR FINISH AS

SCHEDULED

SEALANT

COMPOSITE FLOOR SLAB -

SEE STRUCTURAL

SEALANT

E

3/8" BENT PLATE - SEE

STRUCTURAL

1/4"

BLAST RESISTANT CONNECTION FROM WINDOW

TO SUPPORTING STRUCTURE PER BLAST

DESIGN REQUIREMENTS. CONNECTION DESIGN

BY WINDOW SUPPLIER TO MEET BLAST

PERFORMANCE REQUIREMENTS PER

SPECIFICATION SECTION 08 56 53.

8 1/2"

COMPOSITE PLANK

HARDWOOD BASE STAINED

TO MATCH COMPOSITE PLANK

FINISHED FLOOR

SEE PLAN FOR PARTITION TYPE

COMPOSITE PLANKING

1X HARDWOOD TRIM

STAINED TO MATCH

COMPOSITE PLANK

2"

SEE PLAN FOR

PARTITION TYPE

LINEAR SLOT DIFFUSER,

SEE MECH

MECHANICAL DUCTWORK.

SEE MECHANICAL FOR

ADDITIONAL INFORMATION

SECOND LEVEL

14'-0"

5/8" GYP BD

3/4" PLYWOOD

5/8" GYP BD

3 5/8" METAL STUD FRAMING

XN3

CORNER BEAD

120.00°

3 5/8" METAL STUD

TALL CABINET CASEWORK, SEE

FLOOR PLAN

6" 1/

4"

DOOR AND FRAME, BEYOND. AS

SCHEDULED.

MECHANICAL SPACE, SEE MECH

DUCTWORK AND DIFFUSER. -SEE

MECHANICAL

5/8" GYP BD

COMPOSITE DECK. -SEE STRUCTURAL

WIDE FLANGE BEAM. -SEE

STRUCTURAL

BENT PLATE. -SEE STRUCTURAL

C12 STEEL STRINGER

1/4" STEEL CHANNEL FRAME WITH

1-1/4"x1-1/4" ANCHOR FLANGE

LATCH STRIKE

PLATE STEEL COVER

HOLD OPEN ARM

HINGE

LIFT ASSIST

MECHANISM

STEEL ANGLE -

SEE STRUCTURAL

HANGER WIRE

CEILING AS SCHEDULED

RECESSED ROLLER SHADE

WITH HOUSING

CONTINUOUS BLOCKING AS

REQUIRED FOR ROLLER

SHADE MOUNTING

GRID

SPANDREL GLASS - SEE

CURTAIN WALL ELEVATIONS

FOR TYPE

3" RIGID SPANDREL INSULATION

SEAL INSULATION VAPOR TIGHT

TO CURTAIN WALL FRAME

BLAST RESISTANT ALUMINUM

CURTAIN WALL. SEE

ELEVATION FOR TYPE AND

SPEC SECTION 08 44 13 FOR

BLAST DESIGN

REQUIREMENTS.

SE

E

RC

P

HANGER WIRE

CEILING AS SCHEDULED

BLAST RESISTANT ALUMINUM CURTAIN

WALL. SEE ELEVATION FOR TYPE AND

SPEC SECTION 08 44 13 FOR BLAST DESIGN

REQUIREMENTS.

SE

E

RC

P

E

STEEL BEAM -SEE

STRUCTURAL

SEALANT BOTH SIDES

BO SOFFIT

COMPOSITE SLAB -SEE

STRUCTURAL

4"x4"x3/8" HSS - SEE

STRUCTURAL

9'-0" AFF (SECOND LEVEL)

5/8" GYP BD ON 3 5/8" METAL

STUDS

6"

5/8" GYP BD ON 3 5/8" COLD FORMED

METAL STUDS

5/8" GYP BD ON 3 5/8"

METAL STUDS

1/2"x6" BENT PLATE AT EACH

POST -SEE STRUCTURAL

3/4"STEEL PLATE -SEE

STRUCTURAL

SEE RCP

BLAST RESISTANT CONNECTION FROM WINDOW TO

SUPPORTING STRUCTURE PER BLAST DESIGN

REQUIREMENTS. CONNECTION DESIGN BY WINDOW

SUPPLIER TO MEET BLAST PERFORMANCE REQUIREMENTS

PER SPECIFICATION SECTION 08 56 53.

8 1/2"

SEE RCP

AREA FOR SPRINKLER PIPE

INSTALLATION. SEE MEP DRAWINGS

FOR ADDITIONAL INFORMATION

14 GA METAL PLATE. SEE

STRUCTURAL

4"x4"x3/8" HSS - SEE

STRUCTURAL

3"x3"x5/16" ANGLE AT EACH

SIDE OF HSS. SEE

STRUCTURAL

14 GA METAL PLATE. SEE

STRUCTURAL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID 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

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ARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

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AE551

INTERIOR SECTION DETAILS CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

1 1/2" = 1'-0"1 SECTION DETAIL INTERIOR - SHAFT WALL HEAD AT STEEL BEAM & ELEVATOR SILL

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

SECTION DETAIL INTERIOR - SHAFT

WALL HEAD & BASE @ COMPOSITE

SLAB & STEEL BEAM

1 1/2" = 1'-0"3 SECTION DETAIL @ COMPOSITE PLANKING AT CURTAIN WALL SILL

1 1/2" = 1'-0"5 SECTION DETAIL - COMPOSITE WALL PLANKING BASE

1 1/2" = 1'-0"4 SECTION DETAIL - SOFFIT AT COMPOSITE WALL PLANKING

1 1/2" = 1'-0"7 SOFFIT DETAIL - SOFFIT AT RECEPTION

1 1/2" = 1'-0"6 SECTION DETAIL - FLOOR DOOR AT SLAB OPENING

1 1/2" = 1'-0"8

SECTION DETAIL - ROLLER WINDOW

SHADE AT ACT CEILING & CURTAIN

WALL MULLION

1 1/2" = 1'-0"9 SECTION DETAIL - INTERIOR CURTAIN WALL HEAD

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

HANGER WIRE

3 5/8" METAL STUDS TO

STRUCTURE ABOVE

CEILING AS

SCHEDULED

5/8" GYP BD ON 3 5/8" METAL

STUDS AT 24" OC

3 5/8" DIAGONAL STUD BRACE BACK

TO STRUCTURE AT 4'-0" 0N CENTER

SEE RCP

SEE RCP

6"

SE

E

RC

P

3 5/8" METAL STUDS AT 16"

0N CENTER SECURE TO

STRUCTURE ABOVE

DIAGONAL STUD BRACE BACK

TO STRUCTURE AT 4'-0" ON

CENTER

HANGER WIRE

CEILING AS SCHEDULED

STUD RUNNER CHANNEL

5/8" GYP BD

6" M

IN

4 7/8"

SEE RCP

SEE RCP

FASTEN W/ SCREWS 24" OC MAX

WD BLOCKING W/ 1/2" DIA STL TUBE

SPACERS 2'-0" OC

CURT TRACK

SEE RCP FOR LOCATION

CEILING AS SCHEDULED

HANGER WIRE

CEILING AS

SCHEDULED

SE

E

RC

P

METAL TRANSITION

TRIM BY ACT MFR

4'-0" OC BRACING

CONNECTOR CLIP

3 5/8" METAL STUDS TO

STRUCTURE ABOVE

5/8" GYP BD ON 3 5/8" METAL

STUDS AT 24" OC

3 5/8" DIAGONAL STUD BRACE BACK

TO STRUCTURE AT 4'-0" 0N CENTER

SEE RCP

SEE RCP

SE

E

RC

P

5/8" GYP BD ON 3 5/8" METAL

STUDS AT 24" OC

3 5/8" METAL

STUDS AT 16" 0C

PLAM SOFFIT

SEE RCP

SE

E

RC

P

1'- 0"

SEE RCP

3 5/8" METAL

STUDS AT 16" 0C

PLAM SOFFIT

PENDANT LIGHT

FIXTURE SEE RCP

FOR LOCATION

2'x2' MIN PLAM ACCESS

PANEL - COORDINATE

FINAL SIZE AND

LOCATION WITH MECH

AND ELEC

FRAMING

SUPPORT ABOVE

EACH WINDOW -

SEE PLAN FOR

LOCATIONS

PROVIDE PULL FOR

REMOVAL AND

PLACEMENT

CUBICAL TRACK - CCT-1 CUBICAL TRACK - CCT-2

5'-7"

4'- 8"

R 6 1/2"

CUBICAL TRACK - CCT-4

CUBICAL TRACK - CCT-5

4'-9 1/2"4'- 0"

1'- 0"

R 6 1/2" R 6 1/2

4'- 5" 4'-11"

1'- 0"

R 6 1/2" R 6 1/2

5'-9"

5'- 0"

R 6 1/2"

CUBICAL TRACK - CCT-6

6'-2"

5'- 0"

R 6 1/2"

CUBICAL TRACK - CCT-7

4'-10"

4'- 6"

R 6 1/2"

4'-3"

4'- 5"

R 6 1/2"

CUBICAL TRACK - CCT-3

AE560

AE560

AE560

AE560

AE560

AE560

AE560

CUBICAL TRACK - CCT-8

5'-6"

5'- 2"

R 6 1/2"

AE560

3 5/8" METAL STUDS AT 16"

0N CENTER SECURE TO

STRUCTURE ABOVE

DIAGONAL STUD BRACE BACK

TO STRUCTURE AT 4'-0" ON

CENTER

HANGER WIRE

CEILING AS SCHEDULED

STUD RUNNER CHANNEL

5/8" GYP BD

4 7/8"

SEE RCP

1'- 0"

HANGER WIRE

CEILING AS

SCHEDULED

SEE WALL SECTION AND WALL

TYPES FOR WALL

CONSTRUCTION

RECESSED ROLLER SHADE

WITH HOUSING

CONTINUOUS BLOCKING AS

REQUIRED FOR ROLLER

SHADE MOUNTING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID 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 STAMPCONSULTANT

321 4 5 6 7 8 9 10

C U s e rs

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AE560

CEILING DETAILS CONSTRUCT

PROSTHETICS FACILITY

HAMPTON, VA.

590-210

09/02/2022 LA GJB16149

1 1/2" = 1'-0"1 SECTION DETAIL - WIDE GYP BD SOFFIT AND ACT

1 1/2" = 1'-0"2 SECTION DETAIL - GYP BD BULKHEAD

1 1/2" = 1'-0"3 SECTION DETAIL - CURTAIN TRACK SUPPORT

1 1/2" = 1'-0"4 SECTION DETAIL - ACT CEILING METAL TRIM

1 1/2" = 1'-0"5 SECTION DETAIL - GPBD SOFFIT AND CEILING

1 1/2" = 1'-0"7 SECTION DETAIL - PLAM SOFFIT AT RECEPTION DESK

3/4" = 1'-0"9 CUBICAL CURTAIN TRACK (CCT) TYPES

1 1/2" = 1'-0"6 SECTION DETAIL - GYP BD BULKHEAD @ STEEL BRACE

1 1/2" = 1'-0"8 SECTION DETAIL - ROLLER WINDOW SHADE AT ACT CEILING

Revisions: Date: 09/12/2022

I hereby certify that this plan, specification, or report was prepared by me, or under my direct supervision and that I am a duly Licensed Architect under the laws of the State of Minnesota.

Name: Steve Schlotthauer

NO SUBSCRIPT

EXTEND ENTIRE

PARTITION TO

UNDERSIDE OF

STRUCTURE

FLOOR

CEILING

BOTTOM

OF FLOOR

OR DECK

(D) SUBSCRIPT

EXTEND STUDS TO

DECK, EXTEND

GYPSUM BOARD TO

6" ABOVE HIGHEST

ADJACENT CEILING

6"

(C) SUBSCRIPT

EXTEND ENTIRE

PARTITION TO 6"

ABOVE HIGHEST

ADJACENT

CEILING

6"

(U) SUBSCRIPT

EXTEND ENTIRE

PARTITION TO

UNDERSIDE OF

CEILING

(X'-X") SUBSCRIPT

INDICATES

FINISHED

PARTITION HEIGHT

IN

S

UB

SC

RI

PT

HE

IG

HT

A

S

IN

DI

CA

TE

D

GENERAL NOTES:

1. FOR PARTITIONS WITH UNEQUAL LAYERS OF GYPSUM BOARD ON EACH SIDE, THE SIDE OF THE PARTITION

WITH THE TAG INDICATES WHERE THE EXTRA LAYER(S) OF GYPSUM BOARD ARE TO BE INSTALLED. REFER

TO PARTITION TYPES FOR MORE INFORMATION

2. DIMENSIONS TO METAL STUD PARTITIONS ARE MEASURED TO FINISH FACE UNLESS NOTED OTHERWISE

3. AT INFILL WITHIN OR EXTENSIONS ONTO EXISTING PARTITIONS, THE PARTITION TAG NOTED IS FOR INTENT

ONLY. FINISHED PARTITION FACES ARE TO ALIGN WITH ADJACENT EXISTING PARTITION FACES

4. SUBSCRIPTS MAY BE USED WITH ANY PARTITION TYPE

3'-0"UCD

A6

XN2 XN3 XP2 XP3

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

6" METAL STUD FRAMING

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

6" METAL STUD FRAMING

3" SOUND ATTENUATING

INSULATION

3" SOUND ATTENUATING

INSULATION

(1 ) LAYER 5/8" GYPSUM

BOARD

2 1/2" METAL STUD

FRAMING

(1 ) LAYER 5/8" GYPSUM

BOARD

3 5/8" METAL STUD

FRAMING

3" SOUND ATTENUATING

INSULATION

1 1/2" SOUND

ATTENUATING INSULATION

(1 ) LAYER 5/8" GYPSUM

BOARD

2 1/2" METAL STUD

FRAMING

(1 ) LAYER 5/8" GYPSUM

BOARD

3 5/8" METAL STUD

FRAMING

STC 49 STC 49STC 46 STC 46

4 7/8" 7 1/4" 4 7/8" 7 1/4"

4 1/4"3 1/8"4 1/4"3 1/8"

MA8

7 5/8"

8" CMU

STC 44-49

A3 B3 B6B3bs

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING

3" SOUND ATTENUATING

INSULATION

UP TO 1HR FIRE & SMOKE RATING

UL DESIGN U419

STC 49

4 7/8"

B6bs

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

6" METAL STUD FRAMING

3" SOUND ATTENUATING

INSULATION

UP TO 1HR FIRE & SMOKE RATING

UL DESIGN U419

STC 49

7 1/4"

XN1

(1 ) LAYER 5/8" GYPSUM

BOARD

1 5/8" METAL STUD

FRAMING

2 1/4"

XN6

(1 ) LAYER 5/8" GYPSUM

BOARD

6" METAL STUD FRAMING

6 5/8"

1iH6b

6 1/2"

(1 ) LAYER 5/8" GYPSUM

BOARD

6" COLD FORMED

METAL CH STUD 18GA

@ 16" OC

(1) LAYER OF 1" FIRE

RATED SHAFT LINER PANEL

UP TO 1 HR FR

UL415

STC 40-44

3" SOUND

ATTENUATING

INSULATION

XP3a

(1 ) LAYER 5/8" GYPSUM

BOARD

3 5/8" METAL STUD

FRAMING

3" SOUND ATTENUATING

INSULATION

4 1/4"

SMOKE TIGHT

B3a

(1 ) LAYER 5/8" GYPSUM

BOARD EACH SIDE

3 5/8" METAL STUD

FRAMING

3" SOUND ATTENUATING

INSULATION

SMOKE RATING

STC 49

4 7/8"

1iMA12

11 5/8"

12" CMU

STC 48-53

XN10

(1 ) LAYER 5/8" GYPSUM

BOARD

10" COLD FORMED METAL

STUD FRAMING - SEE

STRUCTURAL

10 5/8"

PARTITION GENERAL NOTES:

1. SEE LIFE SAFETY PLANS FOR REQUIRED PARTITION FIRE RATINGS.

2. GYPSUM BOARD AND METAL STUDS USED IN FIRE RATED SEPARATION PARTITIONS SHALL

EXTEND FROM FLOOR TO UNDERSIDE OF STRUCTURE, UNLESS NOTED OTHERWISE.

3. WHERE SMOKE PARTITIONS ARE REQUIRED BY LIFE SAFETY PLANS, THE FOLLOWING APPLIES

TO ALL NON-ACOUSTICAL TYPE SMOKE PARTITIONS: EXTEND GYPSUM BOARD ON CORRIDOR

SIDE TO STRUCTURE ABOVE. SEAL TOP AND BOTTOM OF PARTITION AND ALL PENETRATIONS

THROUGH PARTITION ON CORRIDOR SIDE WITH A SMOKE SEALANT HAVING A MINIMUM WARM

SMOKE TEMPERATURE OF 400 DEGREES FAHRENHEIT. ALL SEALS MUST HAVE PRE-APPROVAL

OF CODE OFFICIAL. ROOM SIDE GYPSUM BOARD CAN EXTEND TO 6" ABOVE FINISHED CEILING.

4. CONTRACTORS TO VERIFY CONDITIONS ABOVE CEILING AT EXISTING PARTITIONS IDENTIFIED

WITH FIRE/SMOKE PARTITION SYMBOLS. REPAIR CONDITIONS THAT DO NOT MEET

REQUIREMENTS OF THE INDICATED FIRE/SMOKE RATING SHOWN, SUCH AS BUT NOT LIMITED

TO OPENINGS IN PARTITIONS, GAPS AROUND DUCTWORK, PIPES AND CONDUIT, MISSING

SMOKE DAMPERS, ETC

5. DIMENSIONS TO METAL STUD PARTITION ARE MEASURED TO FINISH FACE OF PARTITION

UNLESS NOTED OTHERWISE

6. THE DIMENSION SHOWING THE LOCATION OF A DOOR FRAME IN GYPSUM BOARD WALLS IS TO

THE INSIDE OF THE DOOR FRAME (DOOR OPENING). PROVIDE 4" TYPICAL DIMENSION IF NO

DIMENSION IS SHOWN.

7. SOUND ATTENUATING INSULATION MEANS GLASS FIBER OR MINERAL WOOL BATTS OR

BLANKETS BEARING THE UL LABEL FOR FIRE RESISTANCE. VERIFY TYPE AND DENSITY (PCF)

WITH FIRE TEST NUMBER SHOWN ON PARTITION TYPE.

8. FOR PARTITION HEIGHTS SEE PARTITION TAG LEGEND AND TAG SUBSCRIPTS ON PLANS.

9. ALL FURRING TO BE PARTITION TYPE XP3, ALL PARTITIONS ARE TO BE PARTITION TYPE B3, UNLESS NOTED OTHERWISE.

10. FOR PARTITION TYPES WITH GYPSUM BOARD ON ONE SIDE ONLY, INSTALL GYPSUM BOARD

ON ROOM SIDE, UNLESS NOTED OR DETAILED OTHERWISE. FOR SHAFTWALL PARTITION

TYPES, INSTALL LINER PANEL ON NON-ACCESSIBLE SIDE, UNLESS NOTED OR DETAILED

OTHERWISE.

11. PROVIDE 1/2" DEFLECTION SPACE AT THE TOP OF STUDS AT ALL PARTITIONS EXTENDING TO

STRUCTURE, UNLESS NOTED OTHERWISE.

12. WHEN GYPSUM BOARD PARTITIONS ARE LOCATED BELOW STRUCTURE THAT HAS A

VERTICAL DEFLECTION MOVEMENT MORE THAN 1/2", PROVIDE PARTITION HEADS WITH

VERTICAL MOVEMENT CAPABILITY TO MATCH THAT DEGREE OF MOVEMENT. MAINTAIN THE

REQUIRED FIRE RATING OF FIRE RATED PARTITIONS FROM FLOOR TO STRUCTURE ABOVE

WITH FIRE TESTED HEAD CONSTRUCTION.

13. WHEN PARTITION FRAMING RUNS HIGHER THAN 12'-0" ABOVE FINISH FLOOR, BRACE

PARTITION BACK TO STRUCTURE ABOVE WITH METAL STUDS EVERY 4'-0" ON CENTER

MINIMUM.

14. BULKHEAD FRAMING SHALL EXTEND TO UNDERSIDE OF STRUCTURE WITH DIAGONAL STUD

FRAMING BRACES AT 4'-0" ON CENTER (2 BRACES MINIMUM) WITH GYPSUM BOARD EXTENDING

6" ABOVE CEILING MINIMUM, UNLESS NOTED OTHERWISE.

15. GENERAL CONTRACTOR SHALL PROVIDE AND COORDINATE ALL IN-WALL BLOCKING FOR

WALL MOUNTED CASEWORK AND EQUIPMENT SUPPLIED BY THIS CONTRACT, OWNER

FURNISHED OR BY VENDORS. CONTRACTORS OPTION TO PROVIDE 3/4" FIRE TREATED

PLYWOOD OR SHEET METAL BLOCKING FOR WALL MOUNTED EQUIPMENT, CASEWORK, DOOR

STOPS, ACCESSORIES, ETC, UNLESS NOTED OTHERWISE.

16. IN WET AREAS SUCH AS BUT NOT LIMITED TO SHOWER, TUB, GLASS WASHING ROOMS,

SOILED UTILITY ROOMS, JANITOR CLOSETS, COMMERCIAL FOOD PROCESSING ROOMS, ETC,

USE TILE BACKER BOARD BEHIND THE CERAMIC TILE AND EXTEND TO 2'-0" BEYOND ALL SIDES

OF THE PLUMBING FIXTURE. IN DOUBLE LAYER WALLS WHERE THE TILE BACKER BOARD IS

INSTALLED OVER A BASE LAYER OF GYPSUM BOARD, APPLY A WATER BARRIER (BUILDING

WRAP) NOT A VAPOR RETARDER, OVER THE BASE LAYER OF GYPSUM BOARD. IN HIGH

HUMIDITY AREAS SUCH AS SAUNAS, STEAM ROOMS AND SWIMMING POOLS, WHERE WALLS

ARE EXPOSED TO CONSTANT MOISTURE, USE TILE BACKER BOARD BEHIND CERAMIC TILE.

17. IN WET AREAS SUCH AS SOILED UTILITY ROOMS, JANITOR CLOSETS, ETC, USE 5/8" WATER

RESISTANT GYPSUM BOARD OR 5/8" FR WATER RESISTANT GYPSUM BOARD.

18. FOR ALL REMODELING PROJECTS, ALL PARTITIONS NOTED AT INFILLS WITHIN, OR

EXTENSIONS ONTO EXISTING PARTITIONS, ARE NOTED AS SUCH FOR INTENT ONLY. ALL

EXPOSED PARTITION FACES ARE TO ALIGN.

NOTE:

WHERE LIFE SAFETY PLANS SHOW A

PARTITION IS RATED, THE PARTITION

WITH THE HIGHEST RATING WILL BE

CONTINUOUS.

NON-RATED

PARTITION PER LIFE

SAFETY PLAN

1 HOUR RATED PARTITION

PER LIFE SAFETY PLAN

2 HOUR RATED PARTITION

PER LIFE SAFETY PLAN

1 HOUR RATED PARTITION

PER LIFE SAFETY PLAN

SB1 FC1

WALL ASSEMBLY

4" FACEBRICK

2" AIR SPACE

3" RIGID INSULATION

BUILDING MEMBRANE

5/8" GYPSUM SHEATHING

6" STUDS - SEE STRUCTURAL

5/8" GPBD

MASONRY TIE

7 1/4" 8 5/8"

1'-3 7/8"

10 1/4" 5 3/4"

1'-4"

WALL ASSEMBLY

5/16 FIBER CEMENT BOARD

5/8" FIRE TREATED PLYWOOD

AIR SPACE

3" RIGID INSULATION

BUILDING MEMBRANE

5/8" GYPSUM SHEATHING

6" STUDS - SEE STRUCTURAL

5/8" GPBD

3/4"

1/4"

3/

4" 1/

2" 1/ 2"

2 1/2" 2 5/8"

5 1/8"

SILL PROFILE

1/ 8"

3 5/8"

CAST STONE BAND PROFILE

3/

4"

CAST STONE PARAPET CAP PROFILE

EQ EQ

5" 1"

3/4" 1/4"

1'-11"

SPLIT TAIL ANCHOR BEYOND.

ACOUSTIC PARTITION GENERAL

NOTES:

1. USE ACOUSTICAL SEALANT AT ALL GPBD PARTITION PENETRATIONS AND JOINTS SUCH AS

THE STRUCTURE ABOVE, FLOOR SURFACES AND PARTITIONS CONSTRUCTED OF ANOTHER

MATERIAL, UNLESS NOTED OTHERWISE.

2. ALLOW MINIMUM 1/8" SPACE BETWEEN ELECTRICAL BOX AND GPBD, FILL GAP WITH

ACOUSTICAL SEALANT.

3. BEFORE INSTALLING GPBD PANELS OR SOUND ATTENUATION INSULATION, APPLY MINIMUM

1/16" THICKNESS OF ACOUSTICAL SEALANT OVER KNOCKOUTS OR OTHER SMALL HOLES IN

THE ELECTRICAL BOXES TO INSURE THAT THEY ARE…