S06 - Amend 0002 - RFP - Att 01-07 - DWG - 03242025 - SPS - Sioux Falls.pdf

SECOND LEVEL

123'-10"

A1

LOUVERED WEEP HOLES AT 16" OC

5/8" EXTERIOR SHEATHING

4" FACE BRICK

6" STUDS TYPE, GA AND SPACING

PER BLAST CONSULTANT

REQUIREMENTS

EXISTING WALL CONSTRUCTION

EXISTING WALL CONSTRUCTION

EXISTING FLOOR CONSTRUCTION

EXISTING STEEL BEAMS

PROVIDE SPRAY APPLIED FIREPROOFING

ON ALL EXISTING STEEL BEAMS IN THIS

AREA. SEE LIFESAFETY PLANS

SEALANTFILL CAVITY WITH BATT INSULATION

(NOT SHOWN)

WOOD BLOCKING AS REQUIRED

3/4" FIRE RATED PLYWOOD

3" RIGID INSULATION

3/4" FIRE RATED PLYWOOD

ELASTOMERIC SEETHING. SEAL

VAPOR TIGHT TO METAL DECK.

FLUID-APPLIED MEMBRANE AIR

BARRIER 3 5/8" METAL STUDS

PREFINISHED BREAK METAL FLASHING. FACE

FASTEN TO WOOD BLOCKING

SEALANT

SEALANT

6" STUDS TYPE, GA AND SPACING

PER BLAST REQUIREMENTS - SEE

STRUCTURAL

A1.0

SPS INTERSTITIAL LEVEL

113'-0"

B

ELASTOMERIC SHEETING - SEAL VAPOR

TIGHT TO TOP OF METAL FLASHING

FLUID-APPLIED MEMBRANE AIR BARRIER

SEE WALL SECTION AND WALL

TYPES FOR WALL

CONSTRUCTION

SEE SPECIFICATIONS AND

STRUCTURAL FOR BLAST

DESIGN REQUIREMENTS

COMPOSITE FLOOR SLAB - SEE STRUCTURAL

CAST STONE BAND. SEE SHEET AE602.

SHALL ALIGN WITH EXISTING.

STAINLESS STEEL CAST STONE PIN ANCHOR AT

VERTICAL JOINT IN CAST STONE

STAINLESS STEEL CAST STONE U STRAP

STAINLESS STEEL CAST STONE U STRAP

STAINLESS STEEL CAST STONE PIN ANCHOR AT

VERTICAL JOINT IN CAST STONE

WIDE FLANGE BEAM - SEE STRUCTURAL

SPRAY APPLIED FIRE PROOFING.

4"x4" CONCRETE CURB WITH 1" RADIUS

AND SLOPED TOP -SEE PLAN

EPOXY FINISH EXTEND UP CURB AND

SEAL TO WALL. - SEE PLANS

6" COLD FORMED STEEL STUDS TYPE,

GA AND SPACING PER BLAST

REQUIREMENTS - SEE STRUCTURAL

6" COLD FORMED STEEL STUDS TYPE,

GA AND SPACING PER BLAST

REQUIREMENTS - SEE STRUCTURALCAST STONE BAND. SEE SHEET AE602.

SHALL ALIGN WITH EXISTING.

3"x3"x3/16"x5" LONG STEEL ANGLE. SEE STRUCTURAL

3"x3"x3/16"x5" LONG STEEL ANGLE. SEE STRUCTURAL

1/4"x5" CONTINIOUS STEEL PLATE. SEE STRUCTURAL

5 1/2"x11"x5/16" BENT PLATE. SEE STRUCTURAL

SELANT

SPS INTERSTITIAL LEVEL

113'-0"

STAINLESS STEEL PREFINISHED METAL FLASHING

SEALANT

FLUID-APPLIED MEMBRANE AIR BARRIER

SEE WALL SECTION AND WALL

TYPES FOR WALL

CONSTRUCTION

ELASTOMERIC SHEETING . WRAP SHELF

ANGLE AND SEAL VAPOR TIGHT.

SEE SPECIFICATIONS FOR

BLAST DESIGN REQUIREMENTS

COMPOSITE FLOOR SLAB - SEE

STRUCTURAL

CAST STONE BAND. SEE SHEET AE602

STAINLESS STEEL CAST STONE PIN ANCHOR AT

VERTICAL JOINT IN CAST STONE

STAINLESS STEEL CAST STONE U STRAP

LOUVERED WEEP HOLES AT 16" OC

TREATED WOOD BLOCKING AS REQUIRED

4"x4" CIP CONCRETE CURB AND

SLOPED RAMP AT DOOR. SEE PLAN

REMOVABLE 1 1/2" x 1 1/2" SQUARE STEEL POST &

GUARD RAIL,SET IN SQUARE STEEL POCKET IN

CONCRETE CURB

3/8" X 10 1/4" GALV STEEL PLATE

DOOR SILL- SECURE TO METAL

STUDS

1/2" STEEL PLATE SHIM

DOOR AND FRAME AS SCHEDULED BLAST RESISTANT

CONNECTION FROM

DOOR FRAME SUPPORTING

STRUCTURE PER BLAST DESIGN

REQUIREMENTS. CONNECTION DESIGN BY

DOOR FRAME SUPPLIER TO MEET BLAST

PERFORMANCE REQUIREMENTS PER

SPECIFICATION SECTION 08 11 13.

ALUM THRESHOLD SET IN SEALANT

ELASTOMERIC SHEETING

TREATED WOOD BLOCKING

WIDE FLANGE BEAM - SEE STRUCTURAL

SPRAY APPLIED FIRE PROOFING.

5 1/2"x12"x1/4" BENT PLATE - SEE

STRUCTURAL

6" STUDS TYPE, GA AND SPACING PER

BLAST REQUIREMENTS - SEE

STRUCTURAL

3"x3"x3/16"x5" LONG STEEL ANGLE. SEE STRUCTURAL

SEALANT

WOOD BLOCKING

1 1/2" RIGID INSULATION

3/4" PLYWOOD SHEATHING

DRIP

SEALANT

5/8" EXTERIOR SHEATHING

ADHERED MEMBRANE ROOFING ON FIRE

TREATED 3/4" PLYWOOD SHEATHING ON

3" RIGID INSULATION

THERMOPLASTIC POLYOLEFIN (TPO)

MEMBRANE ROOFING EXTEND UP AND OVER

TOP OF PLYWOOD AND DOWN FACE OF

WOOD BLOCKING

TAPERED ROOF INSULATION

SLOPE

ELASTOMERIC SHEETING CAP

FLASHING

COPING WITH CONTINUOUS

CLEATS BOTH SIDES

END OF THERMOPLASTIC POLYOLEFIN (TPO)

DRIP

FILL CAVITY WITH BATT INSULATION

2 2

5" M

IN

7" M

IM

TY

P

1/

2" M

IN

SEE WALL SECTIONS AND WALL

TYPES FOR WALL CONSTRUCTION

CONTINUOUS SHEET VAPOR

RETARDER. EXTEND UP FACE OF

FIRE RATED PLYWOOD AND LAP

UNDER CAP FLASHING

WOOD BLOCKING

ELASTOMERIC SHEETING

SEALANT

6" STUDS TYPE, GA AND SPACING

PER BLAST REQUIREMENTS - SEE

STRUCTURAL

SECOND LEVEL

123'- 10"

SEE SPECIFICATIONS FOR

BLAST DESIGN REQUIREMENTS

1/2" COVER BOARD

THERMOPLASTIC

POLYOLEFIN (TPO)

MEMBRANE ROOFING

COMPOSITE SLAB - SEE

STRUCTURAL

UL LISTED FIRE STOP

ASSEMBLY

STEEL BEAM - SEE STRUCTURAL

TO PARAPET (LOW ROOF)

117'-1 1/4"

LOUVERED WEEP HOLES AT 16" OC

SPRAY APPLIED FIREPROOFING

5 1/2"x5 1/2"x5/16" BENT PLATE - SEE

STRUCTURAL

6" COLD FORMED STEEL STUDS TYPE, GA AND

SPACING PER BLAST REQUIREMENTS - SEE

STRUCTURAL

SEALANT

ROOF INSULATION. SEE ROOF PLAN

4" FACE BRICK

1'-9 1/4"

CAST STONE BAND. SEE SHEET AE602.

LOCATION SHALL ALIGN WITH EXISTING.

STAINLESS STEEL CAST STONE U STRAP

STAINLESS STEEL CAST STONE PIN ANCHOR AT

VERTICAL JOINT IN CAST STONE

6"x3 1/2"x5/16" STEEL ANGLE. SEE STRUCTURAL

WALL CONSTRUCTION

- 1 1/2" METAL PANEL (IW-15A)

- 3/4" METAL HAT CHANNELS

- FLUID APPLIED MEMBRANE AIR BARRIER

SYSTEM

EXISTING WALL CONSTRUCTION

EXISTING WALL CONSTRUCTION

EXISTING ROOF CONSTRUCTION

FU

LL

P

AN

EL

PRE FINISHED BREAK METAL TRIM TO MATCH PANEL

SHIM AS REQUIRED

SEALANT

N

EXISTING WALL CONSTRUCTION

TERMINATION BAR

METAL FLASHING W/ DRIP AND CONT KEEPER

ROOF MEMBRANE EXTEND UP FACE OF PLYWOOD

MEMBRANE ROOFING SYSTEM

3/4" PLYWOOD

3 1/2" RIGID INSULATION

ELASTOMERIC SHEETING OVER THROUGH WALL

FLASHING AND EXTEND UP BEHIND METAL

PANEL TO TERMINATION BAR

PREFINISHED/ MANUFACTURED EXPANSION JOINT

AND COVER.

PRE FINISHED BREAK METAL TRIM TO MATCH PANEL

SHIM AS REQUIRED

COMPOSITE SLAB - SEE

STRUCTURAL

N

2X4 NOMINAL WOOD

BLOCKING

COMPRESSIBLE INSULATION

ELASTOMERIC SHEETING EXTEND UP TO

TERMINATION BAR AND UP AND OVER WOOD

BLOCKING 1/2" COVER BOARD

TAPERED ROOF INSULATION

ELASTOMERIC SHEETING EXTEND UP FACE OF

PLYWOOD AND LAP OVER WOOD BLOCKING

CONTINUOUS SHEET VAPOR

RETARDER

SEALANT

WALL CONSTRUCTION

- 1 1/2" METAL PANEL (IW-15A)

- 3/4" METAL HAT CHANNELS

- FLUID APPLIED MEMBRANE AIR BARRIER SYSTEM

PROVIDE UL RATED 2 HOUR

EXPANSION JOINT MATERIAL.

CONTINUOUS

SPS INTERSTITIAL LEVEL

113' - 0"

2"

STEEL BEAM -SEE STRUCTURAL

SPRAY APPLIED FIREPROOFING

5 1/2"x3"x1/4" LLV BENT PLATE. - SEE

STRUCTURAL

E

3"x3"x1/4" STEEL ANGLES -SEE

STRUCTURUAL

2 4

2 4

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

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:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

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AE521

EXTERIOR SECTION DETAILS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1 1/2" = 1'-0"3 SECTION DETAIL - SOFFIT AT EXISTING ADDITION

1 1/2" = 1'-0"1 SECTION DETAIL - STONE BAND & SLAB EDGE

1 1/2" = 1'-0"4 SECTION DETAIL - INTERSTITAL DOOR SILL AND STONE BAND

1 1/2" = 1'-0"2 SECTION DETAIL - PARAPET AT BRICK WALL WITH METALS STUD - LOW ROOF

1 1/2" = 1'-0"5 SECTION DETAIL - METAL PANEL AT PARAPET

1 1/2" = 1'-0"6 SECTION DETAIL - METAL PANEL BASE @ LOW ROOF GRID N

Revisions: Date:

CL CL

OVERFLOW DRAIN

TAPER INSULATION DOWN TO

DRAIN. MIN INSUL R-VALUE AT ROOF

DRAINS R-15

CLAMPING RING

DRAIN LEADER. SEE

MECHANICAL

COMPOSITE ROOF DECK.

SEE STRUCTURAL

PRIMARY DRAIN - EXACT

PROFILE OF DRAIN ELEMENTS

MAY VARY

ROOFING MEMBRANE OVER

COVER BOARD

VAPOR RETARDER -

SEAL TO ROOF

MEMBRANE

ROOFING MEMBRANE

CONTINUOUS BEAD OF

WATER CUTOFF MASTIC, FULL

WIDTH OF CLAMPING RING,

TYP

RUST-RESISTANT BOLTS, TYP

CLOSED CELL LOW EXPANSION SPRAY FOAM

INSULATION

1'-2" 2'-0"

COVER BOARD

ROOFING MEMBRANE. EXTEND TO

EDGE OF WOOD BLOCKING BENEATH

CURB FLANGE

INSULATED METAL HATCH CURB ANCHORED TO

WOOD BLOCKING, SET ANCHORING FLANGE IN

FULL BED OF WATER BLOCK MASTIC ON TOP OF

ROOFING MEMBRANE

COMPOSITE ROOF DECK, SEE

STRUCTURAL

STEEL FRAMING, SEE

STRUCTURAL

SPRAY APPLIED FIREPROOFING AT

BEAMS

BENT PLATE

CLOSURE, SEE

STRUCTURAL

VAPOR RETARDER EXTEND

TO EDGE OF WOOD

BLOCKING BENEATH

ROOFING MEMBRANE

LAP SEALANT/SPLICE TAPE

SEALANT AND BACKER ROD

TREATED WOOD BLOCKING DEPTH TO

MATCH INSULATION THICKNESS,

EXTEND BEYOND OUTER EDGE OF

CUR ANCHORING FLANGE 1" MIN

TREATED PLYWOOD

SHEATHING OVER

BLOCKING

EPDM MEMBRANE FLASHING BONDED TO CURB

AND SPLICED TO ROOFING MEMBRANE - EXACT

CONDITION OF ROOFING MEMBRANE SEAL AT

CURB MAY VARY EXTEND CURB

FLASHING UP HATCH

WALL & FASTEN PER

MANUFACTURER

RECOMMENDATIONS

EXISTING WALL CONSTRUCTION -SEE PLAN

SPONGE TUBING

COMPRESSIBLE INSULATION

3/4" PLYWOOD

2X WOOD BLOCKING

RIGID INSULATION

UL RATED 2 HOUR EXPANSION JOINT MATERIAL

KERF CUT INTO EXISTING BRICK

SEALANT

PREFINISHED REMOVABLE

BREAK METAL FLASHING

ELASTOMERIC SHEETING.. EXTEND UP FACE OF BRICK

PREFINISHED MANUFACTURED

EXPANSION JOINT COVER

MEMBRANE ROOF EXTEND UP

FACE OF PLYWOOD AND OVER

WOOD BLOCKING.

ELASTOMERIC SHEETING. EXTEND OVER WOOD

BLOCKING AND DOWN FACE OF PLYWOOD

PREFINISHED BREAK METAL REGLET

COMPOSITE ROOF DECK - SEE STRUCTURAL

TAPERED ROOF INSULATION -

SEE ROOF PLAN

CONTINUOUS SHEET VAPOR RETARDER. EXTEND UP

FACE OF FIRE RATED PLYWOOD AND LAP UNDER CAP

FLASHING

1/2" COVER BOARD

SPS INTERSTITIAL LEVEL

113'-0"

FIRST LEVEL

111'-11"

AREA OF REMOVED STONE BAND SEE

DEMOLITION PLANS AND SECTIONS.

AREA OF REMOVED BRICK SEE DEMOLITION PLANS

AND SECTIONS.

CMU INFILL AT REMVOED STONE BAND.

GROUT SOLID AS REQUIRED

2 4

2 4

4" M

IN

5 1/2"x3"X5/16" BENT PLATE - SEE STRUCTURAL

WIDE FLANGE BEAM - SEE STRUCTURAL

SPRAY APPLIED FIRE PROOFING

FIRST LEVEL

111'-11"

SPS INTERSTITIAL LEVEL

113'-0"

2 4

2 4

BACKER ROD AND SEALANT

PREFINISHED REMOVABLE

BREAK METAL FLASHING

PREFINISHED BREAK METAL FLASHING

PREFINISHED MANUFACTURED EXPANSION

JOINT COVER W/ DRIP AND CONT KEEPER

MEMBRANE ROOF EXTEND UP

FACE OF PLYWOOD AND OVER

WOOD BLOCKING.

ELASTOMERIC SHEETING. EXTEND OVER WOOD

BLOCKING AND DOWN FACE OF PLYWOOD

COMPOSITE ROOF DECK - SEE

STRUCTURAL

TAPERED ROOF INSULATION -

SEE ROOF PLAN

CONTINUOUS SHEET VAPOR

RETARDER. EXTEND UP FACE OF FIRE

RATED PLYWOOD AND LAP UNDER CAP

FLASHING

8" M

IN

1"

XN3

CAST IN PLACE CONCRETE WALL.

SEE STRUCTURAL

EXISTING FLOOR

CONSTRUCTION -SEE

STRUCTURAL

J4cs

UL RATED 2 HOUR EXPANSION JOINT

MATERIAL. CONTINUOUS

EXPANSION JOINT. SEE

STRUCTURAL

SEALANT

SOLID SURFACE SILL

PRIMARY SEAL

ELASTOMERIC SHEETING. SEAL VAPOR TIGHT

TO CONCRETE. MUST EXTEND BACK TO

PRIMARY SEAL

SEALANT

BACKER ROD AND SEALANT

EXISTING MULTI LEVEL CURTAIN

WALL.

4" M

IN

EXISTING WALL CONSTRUCTION -

SEE PLAN

SPONGE TUBING

COMPRESSIBLE INSULATION

3/4" PLYWOOD

2X WOOD BLOCKING

RIGID INSULATION

2 4

2 4

UL RATED 2 HOUR EXPANSION JOINT

MATERIAL

KERF CUT INTO EXISTING BRICK

SEALANT

PREFINISHED REMOVABLE

BREAK METAL FLASHING

ELASTOMERIC SHEETING.. EXTEND UP

FACE OF BRICK

PREFINISHED MANUFACTURED EXPANSION

JOINT COVER W/ DRIP AND CONT KEEPER

MEMBRANE ROOF EXTEND UP

FACE OF PLYWOOD AND OVER

WOOD BLOCKING.

ELASTOMERIC SHEETING. EXTEND OVER WOOD

BLOCKING AND DOWN FACE OF PLYWOOD

PREFINISHED BREAK METAL REGLET

COMPOSITE ROOF DECK - SEE STRUCTURAL

TAPERED ROOF INSULATION -

SEE ROOF PLAN

CONTINUOUS SHEET VAPOR RETARDER. EXTEND UP

FACE OF FIRE RATED PLYWOOD AND LAP UNDER CAP

FLASHING

4" M

IN

1/2" COVER BOARD

SPS INTERSTITIAL LEVEL

113'-0"

FIRST LEVEL

111'-11"

AREA OF REMOVED STONE BAND SEE

DEMOLITION PLANS AND SECTIONS.

AREA OF REMOVED BRICK

SEE DEMOLITION PLANS AND

SECTIONS.

CMU INFILL AT REMVOED STONE BAND. -SEE

STRUCTURAL

GROUT SOLID AS REQUIRED

5 1/2"x3"X5/16" BENT PLATE - SEE STRUCTURAL

WIDE FLANGE BEAM - SEE STRUCTURAL

SPRAY APPLIED FIRE PROOFING

EXISTING WINDOW -SEE PLAN

EXISTING WALL CONSTRUCTION

SPONGE TUBING

COMPRESSIBLE INSULATION

3/4" PLYWOOD

2X WOOD BLOCKING

RIGID INSULATION

UL RATED 2 HOUR EXPANSION JOINT MATERIAL

KERF CUT INTO EXISTING BRICK

SEALANT

PREFINISHED REMOVABLE

BREAK METAL FLASHING

ELASTOMERIC SHEETING.. EXTEND UP FACE OF

BRICK

PREFINISHED MANUFACTURED EXPANSION

JOINT COVER W/ DRIP AND CONT KEEPER

MEMBRANE ROOF EXTEND UP

FACE OF PLYWOOD AND OVER

WOOD BLOCKING.

ELASTOMERIC SHEETING. EXTEND OVER WOOD

BLOCKING AND DOWN FACE OF PLYWOOD

PREFINISHED BREAK METAL REGLET

COMPOSITE ROOF DECK - SEE STRUCTURAL

TAPERED ROOF INSULATION - SEE

ROOF PLAN

CONTINUOUS SHEET VAPOR RETARDER. EXTEND UP

FACE OF FIRE RATED PLYWOOD AND LAP UNDER CAP

FLASHING

1/2" COVER BOARD

SPS INTERSTITIAL LEVEL

113'-0"

OR ROOF LEVEL

116'-0"

2 4

2 4

8" M

IN

5 1/2"x9"X5/16" BENT PLATE - SEE STRUCTURAL

WIDE FLANGE BEAM - SEE STRUCTURAL

SPRAY APPLIED FIRE PROOFING

SBH

2"

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

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:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

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AE530

ROOF DETAILS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

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

1 1/2" = 1'-0"2 ROOF DETAIL - ROOF HATCH CURB

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

1 1/2" = 1'-0"4 ROOF DETAIL - ROOF ANT MODIFIED CURTIAN WALL

1 1/2" = 1'-0"5 ROOF DETAIL - MEMBRANE ROOF @ FIRST LEVEL WINDOW

1 1/2" = 1'-0"6 ROOF DETAIL - MEMBRANE ROOF @ OPERATING ROOM SUITE

EXISTING WALL CONSTRUCTION -

SEE PLAN

SPONGE TUBING

COMPRESSIBLE INSULATION

3/4" PLYWOOD

2X WOOD BLOCKING

RIGID INSULATION

2 4

2 4

UL RATED 2 HOUR EXPANSION JOINT

MATERIAL

KERF CUT INTO EXISTING BRICK

SEALANT

PREFINISHED REMOVABLE

BREAK METAL FLASHING

ELASTOMERIC SHEETING.. EXTEND UP

FACE OF BRICK

PREFINISHED MANUFACTURED EXPANSION

JOINT COVER W/ DRIP AND CONT KEEPER

MEMBRANE ROOF EXTEND UP

FACE OF PLYWOOD AND OVER

WOOD BLOCKING.

ELASTOMERIC SHEETING. EXTEND OVER WOOD

BLOCKING AND DOWN FACE OF PLYWOOD

PREFINISHED BREAK METAL REGLET

COMPOSITE ROOF DECK - SEE STRUCTURAL

TAPERED ROOF INSULATION - SEE

ROOF PLAN

CONTINUOUS SHEET VAPOR RETARDER. EXTEND UP

FACE OF FIRE RATED PLYWOOD AND LAP UNDER CAP

FLASHING

8" M

IN

1/2" COVER BOARD

SECOND LEVEL

123'-10"

5 1/2"x3"X5/16" BENT PLATE - SEE STRUCTURAL

WIDE FLANGE BEAM - SEE STRUCTURAL

SPRAY APPLIED FIRE PROOFING

EXISTING WINDOW -SEE PLAN

D O

EXISTING WALL CONSTRUCTION -

SEE PLAN

SPONGE TUBING

COMPRESSIBLE INSULATION

3/4" PLYWOOD

2X WOOD BLOCKING

RIGID INSULATION

2 4

2 4

UL RATED 2 HOUR EXPANSION JOINT

MATERIAL

KERF CUT INTO EXISTING BRICK

SEALANT

PREFINISHED REMOVABLE

BREAK METAL FLASHING

ELASTOMERIC SHEETING.. EXTEND UP

FACE OF BRICK

PREFINISHED MANUFACTURED EXPANSION

JOINT COVER W/ DRIP AND CONT KEEPER

MEMBRANE ROOF EXTEND UP

FACE OF PLYWOOD AND OVER

WOOD BLOCKING.

ELASTOMERIC SHEETING. EXTEND OVER WOOD

BLOCKING AND DOWN FACE OF PLYWOOD

PREFINISHED BREAK METAL REGLET

COMPOSITE ROOF DECK - SEE STRUCTURAL

TAPERED ROOF INSULATION - SEE

ROOF PLAN

CONTINUOUS SHEET VAPOR RETARDER. EXTEND UP

FACE OF FIRE RATED PLYWOOD AND LAP UNDER CAP

FLASHING

8" M

IN

1/2" COVER BOARD

SECOND LEVEL

123'-10"

5 1/2"x9"X5/16" BENT PLATE - SEE STRUCTURAL

WIDE FLANGE BEAM - SEE STRUCTURAL

SPRAY APPLIED FIRE PROOFING

D O

EXISTING WALL CONSTRUCTION -

SEE PLAN

SPONGE TUBING

COMPRESSIBLE INSULATION

3/4" PLYWOOD

2X WOOD BLOCKING

RIGID INSULATION

2 4

2 4

UL RATED 2 HOUR EXPANSION JOINT

MATERIAL

KERF CUT INTO EXISTING BRICK

SEALANT

PREFINISHED REMOVABLE

BREAK METAL FLASHING

ELASTOMERIC SHEETING.. EXTEND UP

FACE OF BRICK

PREFINISHED MANUFACTURED EXPANSION

JOINT COVER W/ DRIP AND CONT KEEPER

MEMBRANE ROOF EXTEND UP

FACE OF PLYWOOD AND OVER

WOOD BLOCKING.

ELASTOMERIC SHEETING. EXTEND OVER WOOD

BLOCKING AND DOWN FACE OF PLYWOOD

PREFINISHED BREAK METAL REGLET

COMPOSITE ROOF DECK - SEE STRUCTURAL

TAPERED ROOF INSULATION - SEE

ROOF PLAN

CONTINUOUS SHEET VAPOR RETARDER. EXTEND UP

FACE OF FIRE RATED PLYWOOD AND LAP UNDER CAP

FLASHING

8" M

IN

1/2" COVER BOARD

SECOND LEVEL

123'-10"

5 1/2"x3"X5/16" BENT PLATE - SEE STRUCTURAL

EXISTING WIDE FLANGE BEAM - SEE STRUCTURAL

SPRAY APPLIED FIRE PROOFING

30.1 OS

WIDE FLANGE BEAM - 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

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:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

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IN

E E

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IN

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\1

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AE531

ROOF DETAILS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1 1/2" = 1'-0"1 ROOF DETAIL - MEMBRANE ROOF @ EXISTING SECOND LEVEL WINDOW

1 1/2" = 1'-0"2 ROOF DETAIL - MEMBRANE ROOF @ EXISTING SECOND LEVEL

1 1/2" = 1'-0"3 ROOF DETAIL - MEMBRANE ROOF @ INPATIENT ADDITION - GRID OS

HSS 6" x 2" x 1/4" WELDED

TO BOTTOM PLATE WITH

3/16" WELD

3 5/8" x 12" x1/4"

STEEL PLATE TOP &

BOTTOM. FASTEN TOP

PLATE TO STRUCTURE

ABOVE W/ 5/8" DIA EXP

BOLT TO CONCRETE OR

WELD TO STEEL

GRAB BAR

5/8" EXP BT

FOR CONCRETE WALL FINISH AS

SCHEDULED

SEE FLOOR PLANS FOR PARTITION TYPE

METAL SLEEVE

MOUNTING BRACKET

PLAN

SECTION

2"

HSS 6" x 2" x 1/4"

12" x 3 5/8" x 1/4" STEEL PLATE

2" x 2" x 1/4" STEEL CLIP

ANGLE EACH SIDE

STRUCT ABOVE

TUBE STEEL TS 3 X 3 X 1/4"

STEEL BASE

PLATE 9" X 9" X

1/4"

END PARTITION

DOUBLE STUD

HALF HEIGHT PARTITION-

SEE FLOOR PLAN AND

PARTITION TYPES FOR

ADDITIONAL INFORMATION

GYP BD RETURN

AT END OF

PARTITION

GYP BD RETURN AT

TOP OF PARTITION

TOP OF STEEL

TUBE

TUBE STEEL -

SEE ABOVE

FLOOR FEATHER

MATERIAL TO TOP

OF BASE PLATE

FIN FLOOR

BASE PLATE -SEE

ABOVE

METAL STUD RUNNER

SECTION VIEW

PLAN VIEW

METAL STUD RUNNER

1/

2"

TY

P

1 1/2"TYP

CL

C L

CL

2"

M

SE

E

EN

LA

RG

ED

P

LA

N

XN3

XN3

XN3

XN3

XN3

8 1/4"

AREA OF BRICK ABOVE

EQUIPMENT LOCATION. SEE

EQUIPMENT PLANS

EXISTING WALL

CONSTRUCTION

SEALANT. ALL SIDES AT

EQUIPMENT FLANGE

E

1.7

N

1' -4

/2

9"

1' -4

/2

2'

-4

/8

J2c

J2c

XN

XN3

XN3

J2 c

J4c

EXISTING CONCRETE FOUNDATION

WALL BELOW. FACE BRICK AND CMU

ABOVE. FIELD VERIFY

5"x5"x3/8" HSS - SEE STRUCTURAL

1/

8"

3/ 4"

1'-4" 1'-4 1/8"

7 1/2"

7/

8"

3/ 8"

EXTEND TO RATED HORIZONTAL

SHAFT WALL ENCLOSURE ABOVE

J2c

J2 c

E

N

XN3

XN3

J2c

EXISTING CONCRETE FOUNDATION

WALL BELOW. FACE BRICK AND CMU

ABOVE. FIELD VERIFY

AE551

ABOVE CEILING

D

XP3

DOOR AND FRAME AS

SCHEDULED

1'- 2"

6"x6"x3/8" HSS - SEE STRUCTURAL

EXISTING WALL

CONSTRUCTION

9 3/8" 11 1/4"

SPRAY APPLIED FIREPROOFING

XN

XN3

XN3

B3 XN3

4"x4"x3/8" HSS - SEE STRUCTURAL

SPRAY APPLIED FIREPROOFING

8"x8"x1/2" BASE PLATE - SEE

STRUCTURAL

4"x4"x3/8" HSS - SEE STRUCTURAL

SPRAY APPLIED FIREPROOFING

8"x8"x1/2" BASE PLATE - SEE

STRUCTURAL

XN

XN3

B3

XN

O

XN

DOOR AND FRAME AS

SCHEDULED. CENTER

DOOR AND FRAME IN

OPENING.

XN7

EQ

XN

3/

4" 1'

-5

/4

EXISTING WALL

CONSTRUCTION

O

DOOR AND FRAME AS SCHEDULED. CENTER

DOOR AND FRAME IN OPENING.

XN

EQ

XP

1' -5

/4

3/ 4"

XN7

EXISTING WALL

CONSTRUCTION

M

XN3

XN3

1' -2

/4

XN

B3

XP3

B3

EXISTING COLUMN - SEE STRUCTURAL

1'-2 1/4" 1'-2 1/4"

M

XN3

XN3

1' -2

/4

XN

B3

XP3

B3

EXISTING COLUMN - SEE STRUCTURAL

1'-2 1/4" 1'-2 1/4"

8"

PROVIDE BLOCKING IN PARTITION FOR

WALL MOUNTED COMPUTER.

COORDINATE WITH EQUIPMENT

DRAWINGS AND COR.

OPENING FOR ENDOSCOPE

REPROCESSING SYSTEM. SEE

EQUIPMENT DRAWINGS. COORDINATE

WITH EQUIPMENT MANUFACTURER.

OPENING FOR ENDOSCOPE

REPROCESSING SYSTEM. SEE

EQUIPMENT DRAWINGS. COORDINATE

WITH EQUIPMENT MANUFACTURER.

11"

M

XP3

XN3

2' -3

/2

XN

B3

XP3

EXISTING COLUMN - SEE STRUCTURAL

1'-2 1/4"

2'-6 1/2"

B3

COUNTERTOP, BACK AND SIDE SPLASH AND

CASEWORK BELOW. SEE ELEVATIONS &

PLAN

1'-0" B3

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

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:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

-R

G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:1

P

M

AE540

INTERIOR PLAN DETAILS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

3" = 1'-0"2 DETAIL - GRAB BAR SUPPORT - STEEL

1 1/2" = 1'-0"1 INTERIOR DETAIL - PARTIAL HEIGHT PARTITION-STEEL SUPPORT

1 1/2" = 1'-0"3 PLAN DETAIL - PARTITION OPENING AT STEAM STERILIZER

1 1/2" = 1'-0"5 PLAN DETAIL - PARTITION AT OPENING IN STAIR TOWER FOUNDATION - NORTH

1 1/2" = 1'-0"6 PLAN DETAIL - PARTITION AT OPENING IN STAIR TOWER FOUNDATION - SOUTH

1 1/2" = 1'-0"4 PLAN DETAIL - PARTITION @ COLUMN D-23

1 1/2" = 1'-0"7 PLAN DETAIL - PARTITION AND DOOR JAMB AT DOOR H26B

1 1/2" = 1'-0"8 PLAN DETAIL - PARTITION AND DOOR JAMB AT DOOR H20AA

1 1/2" = 1'-0"9 PLAN DETAIL - PARTITION @ COLUMN M-22

1 1/2" = 1'-0"10 PLAN DETAIL - PARTITION @ COLUMN M-23

1 1/2" = 1'-0"11 PLAN DETAIL - PARTITION @ COLUMN M-24

D

XP3

/4

O

6"x6"x3/8" HSS - SEE

STRUCTURAL

SPRAY APPLIED

FIREPROOFING

XP2

6 1/2"

6 1/2" 1'-2 1/2"

EXISTING WALL

CONSTRUCTION

B3

XP3

XP2

XP3

4"x4"x3/8" HSS - SEE

STRUCTURAL

SPRAY APPLIED

FIREPROOFING

8"x8"x1/2" BASE

PLATE - SEE

STRUCTURAL

SPRAY APPLIED

FIREPROOFING

1'-1"

4"x4"x3/8" HSS - SEE

STRUCTURAL

8"x8"x1/2" BASE

PLATE - SEE

STRUCTURAL

D

XP3

DOOR AND FRAME AS

SCHEDULED

/4

O

XP

J4cs

6"x6"x1/2" HSS - SEE

STRUCTURAL

SPRAY APPLIED

FIREPROOFING

1'-4 3/4"

4"x4"x3/8" HSS - SEE

STRUCTURAL

SPRAY APPLIED FIREPROOFING

EXISTING WALL

CONSTRUCTION

5"

2' -5

/2

5"

UL RATED EXPANSION JOINT

MATERIAL CONTINUOUS. SEE LIFE

SAFETY PLANS FOR PARTITION

RATING

J2cs

8"x8"x1/2" BASE PLATE - SEE

STRUCTURAL

J4 cs

J2 cs

ALIGN

C

XP3

1' -0

/2

8"

B3 B3

EQ EQ

1'-8 1/2"

XP3

XP3

XP

1/

4"

8"x8"x3/8" HSS - SEE

STRUCTURAL

SPRAY APPLIED

FIREPROOFING

C

B3

1/

4"

S-__ SILL / STOOL BELOW

ALUMINUM STORE FRONT SYSTEM. SEE

PLAN FOR ADDITIONAL INFORMATION

BACKER ROD AND SEALANT BOTH SIDES

EQ

EQ

C

XP3

1' -0

/2

8"

B3

B3

EQ EQ

1'-8 1/2"

XP3

XP3

XP

/4

3/

8"

8"x8"x1/2" HSS - SEE

STRUCTURAL

SPRAY APPLIED

FIREPROOFING

A1

XP3

DOOR AND FRAME AS

SCHEDULED

XP

XP3

J4cs

4"

E3 c

6'-0"

5' -2

/8

EXISTING CONCRETE

PIER. -SEE STRUCTURAL

XP

STEEL COLUMN -SEE STRUCTURAL

SPRAY APPLIED FIREPRROFIN

SB

CARD READER. SEE ELECTRICAL

XN2

XN2

XN7

J4 cs

B3bs

/8

EXISTING WALL CONSTRUCTION

SB

CARD READER. SEE ELECTRICAL

J4 cs

DOOR AND FRAME AS SCHEDULED

XP2

XN7

H

5/ 8"

4"

10" METAL STUD FRAMING

5/8" GYP BD

1/2" GYP BD

1/2" GYP BD

0S A2

E3c

XN3

XN3

XN3

1/

4"

2'-4 1/2"

EQ

EQ

SPRAY APPLIED FIREPROOFING

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

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:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

-R

G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:1

P

M

AE541

INTERIOR PLAN DETAILS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1 1/2" = 1'-0"1 PLAN DETAIL - PARTITION @ COLUMN O-24

1 1/2" = 1'-0"2 PLAN DETAIL - PARTITION @ COLUMN O-25

1 1/2" = 1'-0"3 PLAN DETAIL - PARTITION @ COLUMN C-4 (TYP)

1 1/2" = 1'-0"4 PLAN DETAIL - INTERIOR ALUM STOREFRONT JAMB (TYP)

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

1 1/2" = 1'-0"6 PLAN DETAIL - PARTITION @ EXISTING CONCRETE PIER

1 1/2" = 1'-0"7 PLAN DETAIL - PARTITION / DOOR JAMB @ OPENING TO OR SUITE

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

PLAN DETAIL - PARTITION / DOOR JAMB @ OR SUITE WITH

WINDOW INFILL

1 1/2" = 1'-0"9 PLAN DETAIL - PARTITION @ COLUMN A2-0S

0S A2.9

XN3

XN3

XN3

1/

4"

2'-3"

EQ

EQ

1'- 9"

EXISTING STEEL COLUMN SEE STRUCTURAL

SPRAY APPLIED FIRE

PROOFING. SEE LIFE SAFETY

PLANS

XN3

EXISTING WALL

CONSTRUCTION

J4c

E3c

SEALANT

REMOVE PORTION OF

DOOR SILL

DOOR FRAME TO

REMAIN

ALIG

N

ALIGN

EXISTING WALL

CONSTRUCTION

J4c

UL RATED EXPANSION JOINT

MATERIAL CONTINUOUS. SEE LIFE

SAFETY PLANS FOR PARTITION

RATING

ALUMINUM PLATE EXPANSION JOINT COVER SEE STRUCTURAL

EXP JT

CONCRETE CURB BELOW. SEE PLANS AND SECTIONS

CONCRETE CURB BELOW. SEE PLANS AND SECTIONS

EXISTING WALL

CONSTRUCTION

J4 C

UL RATED EXPANSION JOINT

MATERIAL CONTINUOUS. SEE LIFE

SAFETY PLANS FOR PARTITION

RATING

ALUMINUM PLATE EXPANSION JOINT COVER

CONCRETE CURB BELOW. SEE PLANS AND SECTIONS

CONCRETE CURB BELOW. SEE PLANS AND SECTIONS

N

EXISTING WALL CONSTRUCTION EXISTING CONCRETE

COLUMN - SEE

STRUCTURAL

EXISTING WALL

CONSTRUCTION

J4c

EXISTING COLUMN

0S A3.5

MA8

3/

" 1'-3 7/8"

J4c

L

XN3

G

ALIGN

XN

XN3

4"x4"x1/4" HSS - SEE

STRUCTURAL

SPRAY APPLIED

FIREPROOFING

EXISTING WALL

CONSTRUCTION

J4cs XN7

1'-0 1/2"

4"x4"x3/8" HSS - SEE

STRUCTURAL

SPRAY APPLIED

FIREPROOFING

XN

8"x8"x1/2" BASE

PLATE - SEE

STRUCTURAL

G

4.9

DOOR AND FRAME AS

SCHEDULED

XP3XP3 XP3XP3

XP3

1'-9 1/2"

/4

3/ 4"

5"x5"x1/4" HSS - SEE

STRUCTURAL

SPRAY APPLIED

FIREPROOFING

EXISTING WALL

CONSTRUCTION

11 1/4"

EXISTING COLUMN SEE

STRUCTURAL

4"x4"x3/8" HSS - SEE

STRUCTURAL

SPRAY APPLIED FIREPROOFING

8"x8"x1/2" BASE PLATE - SEE

STRUCTURAL

XP3

L

1'-7 3/8"

G

4.3

XP3

1'-11 1/4"

B3

B3

XN

XN

EXISTING WALL

CONSTRUCTION

6 1/2"

G

XN3

XN3

1' -2

/2

9 1/2" 11 1/2"B3

XN

XN

XN

EXISTING WALL

CONSTRUCTION

L

5"x5"x3/8" HSS - SEE

STRUCTURAL

SPRAY APPLIED

FIREPROOFING

4"x4"x3/8" HSS - SEE

STRUCTURAL

8"x8"x1/2" BASE PLATE -

SEE STRUCTURAL

SPRAY APPLIED

FIREPROOFING

O

4.3

XP3

1'-11 1/4"

B3

B3

XP3

XN3

D

EXISTING WALL

CONSTRUCTION

F

XN3

XN3

XN3

XN3

XN

31.7

5"x5"x3/8" HSS - SEE STRUCTURAL

J2c

J2c

J2 c

AL

IG

N

EXISTING CONCRETE FOUNDATION

WALL BELOW. FACE BRICK AND

CMU ABOVE. FIELD VERIFY

6 1/2"

1/

4"

1/ 2"

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

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:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

-R

G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:1

P

M

AE542

INTERIOR PLAN DETAILS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1 1/2" = 1'-0"1 PLAN DETAIL - PARTITION @ COLUMN A2.9-0S

1 1/2" = 1'-0"2 PLAN DETAIL - RATED PARTITION AT REMOVED DOOR

1 1/2" = 1'-0"3 PLAN DETAIL - RATED PARTITION AND EXPANSION JOINT AT EXISTING

1 1/2" = 1'-0"4 PLAN DETAIL - RATED PARTITION AND EXPANSION JOINT AT EXISTING STAIR

1 1/2" = 1'-0"5 PLAN DETAIL - RATED PARTITION AT COLUMN 0S-A3.5

1 1/2" = 1'-0"6 PLAN DETAIL - PARTITION @ COLUMN L-25

1 1/2" = 1'-0"7 PLAN DETAIL - PARTITION @ COLUMN G-4.9

1 1/2" = 1'-0"9 PLAN DETAIL - PARTITION @ COLUMN G-4.3

1 1/2" = 1'-0"10 PLAN DETAIL - PARTITION @ COLUMN G-23

1 1/2" = 1'-0"11 PLAN DETAIL - PARTITION @ COLUMN D-4.3

1 1/2" = 1'-0"12 PLAN DETAIL - PARTITION @ COLUMN F-1.7

WASHER - DISINFECTOR (S9040) OWNER

PROVIDED CONTRACTOR INSTALLED

MANUFACTURER BARRIER TRIM KIT

SEALANT BEAD BETWEEN PARTITION AND

MANUFACTURER BARRIER TRIM. SEAL AIR

TIGHT. BOTH SIDES

PROVIDE PARTITION TYPE 'B3" WHERE

POSSIBLE AT REMOVED EXTERIOR WALL/

OPENING FOR STEAM STERILIZER

SEALANT BEAD AT FLOOR LINE, BOTH SIDES.

SEAL AIR TIGHT

SEE PLAN FOR PARTITION TYPE

PROVIDE SEALANT BEAD AT

FLOOR LINE. SEAL AIR TIGHT

CART WASHER (S3185)

PROVIDE CONTINUOUS 18GA SST FLANGE

CONTINUOUS SEALANT BEAD

BEHIND SST FLANGE

SST FASTENERS AS REQUIRED

CONTINUOUS SEALANT BEAD

BEHIND SST FLANGE

6" MIN

6" M

IN

M

J4cs

EXISTING COLUMN -

SEE STRUCTURAL

1'-4 3/4"

J4 cs ALIGN

FIELD VERIFY EXISTING PARTITION

CONSTRUCTION

A1.7

30.4

E3c

XN3

5"x5"x1/4" HSS - SEE

STRUCTURAL

SPRAY APPLIED

FIREPROOFING

1'-0"

9"

1'- 6"

EQ

EQ

XN3

XN3

A1.7

A1.0

E3c

XN

5"x5"x1/4" HSS - SEE

STRUCTURAL

SPRAY APPLIED

FIREPROOFING

XN3

XN3

- 3

'-6

/1 6"

8'-10"

1'-0"

SEE PLA

N

5 7 /8"

A2

OS

XN3

XN3

EXISTING STEEL

COLUMN - SEE

STRUCTURAL

PROVIDE SPRAY APPLIED

FIREPROOFING ON

EXISTING COLUMN

E3c

XN3

2'- 6"

2'-4 1/2"

EQ

EQ

5 7 /8"

45.00°

XN3

XN3

1'-4 3/4"

DIRTY SIDE

CLEAN SIDE

ENDOSCOPE PREPROCESSING SYSTEM (S2627)

SEE PLAN FOR PARTITION TYPE

VENTILATION OPENING

WATER/ AIR OPENING

ELECTRICAL / NETWORK OPENING

NOTE:

COORDINATE OPENING LOCATIONS AND SIZES WITH EQUIPMENT MANUFACTURER.

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

1/4" DIA BOLT WITH

THREADED INSERT AT STEEL

COLUMN

CONTINUOUS U SHAPED TOILET

PARTITION BRACKET

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.

TOILET PARTITION

6"x2"x1/4" HSS WELDED

TO BOTTOM PLATE W/ 3/16" WELD

1/4" DIA THROUGH BOLT

AE560

FRONT VIEWSIDE VIEW

MC6 X 6.5 CONTINUOUS

IF MC6 IS NOT ATTACHED AT STEEL COLUMN PROVIDE

DIAGONAL BRACE AND TREADED ROD (TO STRUCTURE

ABOVE) AT END OF MC. SEE DETAILS

TOILET PARTITIONS. SEE PLAN(S) AND ELEVATION(S)

TREADED ROD. 2 MIN PER PILASTER

TOILET PARTITION PILASTER

CEILING AS SCHEDULED

TOILET PARTITIONS. SEE PLAN AND ELEVATION

CEILING AS SCHEDULED

TOILET PARTITION PILASTER

FINISHED FLOOR

FINISHED FLOOR

1" MAX

THREADED ROD TO STRCUTURE ABOVE AT EACH PILASTER

TREADED ROD. 1 AT END PILASTER

STEEL COLUMN FLOOR TO STRUCTURE ABOVE. SEE PLAN.

4' -1

0" M

IN

1'

-0 " M

AX

9' -0

" M

AX

FACE OF FINIHSED PARTITION

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

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

(2) 5/8" DIA BOLTS

MC6x6.5

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.

4"x4"x1/4"x4" LONG STEEL ANGLE

(2) 5/8" DIA BOLTS OR 3/16"

WELD TO METAL CHANNEL

1/

2"

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

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:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

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AE543

INTERIOR PLAN DETAILS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1 1/2" = 1'-0"1 PLAN DETAIL - SST BARRIER FLANGE @ WASHER - DISINFECTOR

1 1/2" = 1'-0"2 PLAN DETAIL - SST BARRIER FLANGE @ CART WASH

1 1/2" = 1'-0"3 PLAN DETAIL - PARTITION @ COLUMN M-25

1 1/2" = 1'-0"4 PLAN DETAIL - PARTITION @ COLUMN A1.7 - 30.4

1 1/2" = 1'-0"5 PLAN DETAIL - PARTITION @ COLUMN A1.7 - A1.0

1 1/2" = 1'-0"6 PLAN DETAIL - PARTITION @ COLUMN A2 -OS

1 1/2" = 1'-0"7 PLAN DETAIL - UNDERSIDE OF OPENING AT PREPROCESSOR FOR UTILITIES

3" = 1'-0"8 PLAN DETAIL - TOILET PARTITION SUPPORT

3/4" = 1'-0"9 TOILET PARTITIONS REFERENCE DIAGRAM3" = 1'-0"10 PLAN DETAIL - TOILET PARTITION METAL CHANEL SUPPORT

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

S-1 COUNTERTOP W/SIDE AND

BACKSPLASH (SET ON)

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

(SET ON)WALL BACKING

3'- 0"

EQ

DRAWER UNITS

FILE UNIT

EQ

3"

4"

BASE AS SCHEDULED

PLAM DRAWERS WHERE

SHOWN- PROVIDE EDGE

BANDING ON ALL 4 EDGES

WALL BACKING

3'-

0"

EASED EDGE

2'-1"

S-1 COUNTERTOP W/SIDE

AND BACKSPLASH (SET ON)

1'- 3"

1/

2" 3"

2'-0"UNO 1"

4"

BASE AS SCHEDULED

3/4" PLAM DOOR - PULL

OUT

1/4" PLAM FACED BACK

S-1 COUNTERTOP W/ 4"

SIDE AND BACKSPLASH

(SET ON)WALL BACKING

3'- 0"

TRASH BIN

FULL EXTENSION RAIL

FOR TRASH BIN

1'-0" CLEAR

3/4" ADJUSTABLE PLAM SHELVES, SEE

INTERIOR ELEVATIONS FOR QTY.

CEILING AS SCHEDULED

PULL

SE

E

EL

EV

AT

IO

NS

STAINLESS STEEL CABINET

AE550

14 GA GALV SHEET METAL

BACKER FOR WATERPROOF

MEMBRANE

SEE FLOOR PLAN AND PARTITION TYPES

FOR PARTITION CONSTRUCTION

BUILDING WRAP ON STUDS-OVERLAP ONTO

SHOWER PAN MEMBRANE

WATERPROOF MEMBRANE

COORDINATE FLOOR SLAB

RECESS WITH STRUCTURAL

CERAMIC TILE

1/2" TILE BACKER BOARD IN LIEU OF 5/8" GYP BD THIS SIDE OF PARTITION

SHOWER PAN MEMBRANE

DRAIN WEEP HOLE AND

CRUSHED TILE OR

STONE

SEE FINISH PLAN FOR

FLOOR FINISH

SLOPE TO DRAIN

1:20 MAX-TYP

SLOPE TO DRAIN

1:20 MAX-TYP

6" 1"

WATERPROOF LIQUID

MEMBRANE

COMPOSITE FLOOR SLAB -

SEE STRUCTURAL

EXISTING WALL

SPS INTERSTITIAL LEVEL

UL RATED 2 HOUR EXPANSION JOINT

MATERIAL. CONTINUOUS

EPOXY FLOOR FINISH EXTEND UP CURB -

SEE PLANS

CONCRETE CURB WITH 1" RADIUS AND

SLOPED TOP - SEE PLAN

4"

113' - 0"

FILL GAP WITH MINERAL WOOL

INSULATION

STEEL BEAM -SEE

STRUCTURAL

SPRAY APPLIED

FIREPROOFING

SB

XN7

J4cs

ALIGN

REMOVED WINDOW SYSTEM

SHOWN DASHED

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

STUDS

3 5/8" METAL STUDS TO

STRUCTURE ABOVE

EXISTING WALL

CONSTRUCTION

H

5/8"

EXISTING LIGHT FIXTURE

AND CEILING

PARTITION OPENING

90 1/2" AFF (VERIFY WITH EQUIP MFG)

STEAM STERILIZER (S0442). OWNER PROVIDED CONTRACTOR INSTALLED

MANUFACTURER TRIM KIT

SEALANT BEAD BETWEEN PARTITION AND

MANUFACTURER TRIM. SEAL AIR TIGHT

SEALANT AROUND PARTITION AND

MANUFACTURER TRIM. SEAL AIR TIGHT

PROVIDE PARTITION TYPE 'B3" WHERE

POSSIBLE AT REMOVED EXTERIOR WALL/

OPENING FOR STEAM STERILIZER

1'-0 3/4"

PLAN DETAIL SIM

AUTOMATED PASS WINDOW (S1905). SEE ELEC

FOR ADDITIONAL INFORMATION

SEALANT BOTH SIDES

SEE PLAN FOR PARTITION TYPE

MECHANICAL/ ELEC COMPARTMENT

SHELF AND BRACKETS BY WINDOW SUPPLIER.

SEALANT BOTH SIDES

DECONTAMINATION

WORK AREA

H21

CLEAN WORKROOM,

ASSEMBLY

H15

SEE MFG FOR AREAS OF WALL

REINFORCEMENT

1"

1"

SE

E

EL

EV

AT

IO

NS

FA

SC

IA

HE

IG

HT

FILLER CUT TO FIT TO MATCH

CABINET FACE

GYPSUM BOARD

CEILING AS SCHEDULED

SIM

1"

3/

4"

SCRIBE AS REQUIRED AND

SEAL

CEILING AS SCHEDULED

FASCIA MATERIAL

TO MATCH

CABINET FACE

.00

8" 4"

1/ 2"

M

IN

1"

3"

2X4 WD BLOCKING, USE PRESSURE

TREATED AT SLABS ON GRADE. LOCATE

BLOCKING AT FRONT AND OPEN ENDS,

OR TO BLOCKING AT 4'-0" ON-CENTER.

COUNTERSUNK #10X3" WOOD

SCREWS @ 16" ON-CENTER 4"

FROM ENDS

SHIM BY CABINET INSTALLER

COUNTERSUNK #10x1.5" WOOD

SCREWS @ 16" ON-CENTER, 2 PER

BLOCKING MIN. AND 4" FROM END TYP

(OMIT IF CABINET HAS INTEGRAL

BASE)

BLOCKING AT ENDS OR

INTERMEDIATE AT 48"

ON-CENTER MAX

FASTNER PER

SPECIFICATIONS

BASE CABINET ANCHORAGEFLOOR CABINET TALLER THAN 3'-0"

UPPER CABINET

BACKING PLATE AT

BOTTOM

#12 TEK SCREWS @ 12" ON-

CENTER, AND WITHIN 3"

FROM ENDS, TYP TOP &

BOTTOM

TRACK BACKING AT TOP

BASE CABINET

SEE BASE CABINET ANCHORAGE

DETAIL "D".

AT CONTRACTORS OPTION;

BACKING PLATE, WITH #12 TEK

SCREWS @ 12" ON-CENTER MAY BE

SUBSTITUTED FOR FLOOR CABINET

CONNECTION

BACKING PLATE

#12 TEK SCREWS @ 12" O.C.

#8 OR #10 SCREW @ 16" ON-CENTER WITH

MIN 5/8" PENETRATION FRONT & BACK

TYP TOP & BOTTOM

SEE BASE CABINET

ANCHORAGE DETAIL "D".

#12 TEK SCREWS @ 12"

ON-CENTER, AND WITHIN

3" FROM ENDS

TRACK BACKING

AT TOP

A

C D

B

7' -2

" M

AX

. AT CONTRACTORS OPTION;

BACKING PLATE, WITH #12

TEK SCREWS @ 12" ON-

CENTER MAY BE

SUBSTITUTED FOR FLOOR

CABINET CONNECTION

3/4" MIN PLYWOODBACKING UNDER ENTIRE COUTNER TOP.

2" RADIUS AT ALL OUTSIDE CORNERS

SOLID SURFACE COUNTERTOP SUPPORT BLOCK

/ BACKING AT CORNER PER MANUFACTURES

RECOMMENDATIONS

SOLID SURFACE BUILT UP EDGE BELOW.

FACE OF CASEWORK BELOW.

FACE OF CASEWORK BELOW.

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

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:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

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G

IN

E E

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/2

/2

:0

:1

P

M

AE550

INTERIOR SECTION DETAILS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

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

1" = 1'-0"2 SECTION - BASE CABINET DRAWER & DOOR

1" = 1'-0"3 SECTION - BASE CABINET WITH SINK

1" = 1'-0"5 SECTION - BASE CABINET 3 DRAWER W/ 2 EQ

1" = 1'-0"4 SECTION - BASE CABINET TRASH

1" = 1'-0"6 SECTION - STAINLESS STEEL WALL CABINET WITH DOOR

3" = 1'-0"10 SECTION DETAIL INTERIOR - WATERPROOFING AT TOILET ROOM FLOOR

1 1/2" = 1'-0"11 SECTION DETAIL - EXPANSION JOINT AT MECH ROOM (TYP)

1 1/2" = 1'-0"13 SECTION DETAIL - OPENING AT SURGERY / OR CORRIDOR

1 1/2" = 1'-0"14 SECTION DETAIL - OPENING AT STEAM STERALIZER (TYP)

1 1/2" = 1'-0"15 SECTION DETAIL - AUTOMATED PASS WINDOW

3/4" = 1'-0"7 CASEWORK / LOCKERS AT GYP BD SOFFIT

3/4" = 1'-0"8 CASEWORK UPPER WITH SLOPED TOP

3/4" = 1'-0"9 CASEWORK ANCHORAGE

3" = 1'-0"12 PLAN DETAIL - COUNTERTOP OUTSIDE CORNER (TYP)

COMPOSITE FLOOR SLAB -

SEE STRUCTURAL

EXISTING WALL

SPS INTERSTITIAL LEVEL

UL RATED 2 HOUR EXPANSION JOINT

MATERIAL. CONTINUOUS

EPOXY FLOOR FINISH EXTEND UP CURB -

SEE PLANS

CONCRETE CURB WITH 1" RADIUS AND

SLOPED TOP - SEE PLAN

4"

1511' - 11 3/4"

FILL GAP WITH MINERAL WOOL

INSULATION

6"x4"x1/2" HSS -SEE STRUCTURAL

FIRST LEVEL

111' - 11"

SPRAY APPLIED FIREPROOFING

EXISTING WALL / FLOOR

CONSTRUCTION.

STEEL BEAM - SEE STRUCTURAL

20"x4"x1/2" HSS - SEE STRUCTURAL

REMOVE BRICK AS REQUIRED FOR

HSS INSTALLATION. GROUT SOLID

ABOVE HSS AS REQUIRED

3 5/8" METAL STUDS TO STRUCTURE

ABOVE

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

SE

E

RC

P

CART WASHER (S3185)PROVIDE CONTINUOUS 18GA SST FLANGE.

MITER AT CORNERS AND PROVIDE SEALANT

6"

CONTINUOUS SEALANT BEAD

BEHIND SST FLANGE

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

STUDS TO STRUCTURE ABOVE

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

STUDS

SEALANT

SPRAY APPLIED FIREPROOFING

SST FASTENERS AS REQUIRED

5 1/4"

1'-0"

D

E

COMPOSITE SLAB - SEE

STRUCTURAL

SPS INTERSTITIAL LEVEL

EPOXY FLOOR FINISH EXTEND UP CURB -

SEE PLANS

CONCRETE CURB WITH 1" RADIUS AND

SLOPED TOP - SEE PLAN

113' - 0"

EXISTING STAIR LANDING

STEEL BEAM & DIAG BRACE - SEE

STRUCTURAL

WALL CONSTRUCTION

J4c

PROVIDE UL RATED 2 HOUR

HORIZONTAL SHAFTWALL

ASSEMBLY

J4c

1'-0"

5 1/2"x3"x5/16" LLV, BENT

PLATE - SEE STRUCTURAL

8 3/4"

TOP OF OPENING

110' - 4"

6'x6"x1/2" STEEL ANGLE -SEE STRUCTURAL

SEE STRUCTURAL

2"

STEEL WIDE FLANGE

BEAM - SEE STRUCTURAL

6"

UL RATED 2 HOUR EXPANSION JOINT

MATERIAL. CONTINUOUS

E

COMPOSITE SLAB - SEE

STRUCTURAL

SPS INTERSTITIAL LEVEL

EPOXY FLOOR FINISH EXTEND UP CURB -

SEE PLANS

CONCRETE CURB WITH 1" RADIUS AND

SLOPED TOP - SEE PLAN

113' - 0"

STEEL BEAM & DIAG BRACE - SEE

STRUCTURAL

WALL CONSTRUCTION

J4c

PROVIDE UL RATED 2 HOUR

HORIZONTAL SHAFTWALL

ASSEMBLY

J4c

1'-0"

J2c

EXISTING STAIR LANDING

5 1/2"x3"x5/16" LLV, BENT

PLATE - SEE STRUCTURAL

8 3/4"

UL RATED 2 HOUR EXPANSION JOINT

MATERIAL. CONTINUOUS

DIAGONAL HSS BRACE FRAME BEYOND -

SEE STRUCTURAL

F

COMPOSITE SLAB - SEE

STRUCTURAL

SPS INTERSTITIAL LEVEL

113' - 0"

STEEL BEAM - SEE STRUCTURAL

WALL CONSTRUCTION

J4c

PROVIDE UL RATED 2 HOUR

HORIZONTAL SHAFTWALL

ASSEMBLY

1'-0"

5 1/2"x3"x5/16" LLV, BENT

PLATE - SEE STRUCTURAL

J2c

EXISTING STAIR LANDING

COMPRESSIBLE INSULATION

3/4" PLYWOOD

2X WOOD BLOCKING

KERF CUT INTO EXISTING BRICK

SEALANT

PREFINISHED REMOVABLE

BREAK METAL FLASHING

PREFINISHED BREAK METAL FLASHING

ELASTOMERIC SHEETING.. EXTEND UP FACE OF BRICK

PREFINISHED MANUFACTURED

EXPANSION JOINT COVER

MEMBRANE ROOF EXTEND UP

FACE OF PLYWOOD AND OVER

WOOD BLOCKING.

ELASTOMERIC SHEETING. EXTEND OVER WOOD

BLOCKING AND DOWN FACE OF PLYWOOD

PREFINISHED BREAK METAL REGLET

TAPERED ROOF INSULATION -

SEE ROOF PLAN

CONTINUOUS SHEET VAPOR

RETARDER. EXTEND UP FACE OF FIRE

RATED PLYWOOD AND LAP UNDER CAP

FLASHING

NOTES APPLY/3 AE530

1/2" COVER BOARD

COMPOSITE FLOOR SLAB -

SEE STRUCTURAL

SPS INTERSTITIAL LEVEL

EPOXY FLOOR FINISH EXTEND UP CURB -

SEE PLANS

CONCRETE CURB WITH 1" RADIUS AND

SLOPED TOP - SEE MECHANICAL FOR

LOCATION

4"

113' - 0"

CONCRETE CURB - SEE STRUCTURAL FOR

ADDITIONAL INFORMAION

VERIFY WITH MECH / TELECOM / ELEC CONTRACTOR.

SIZE PAD MIN 6" BEYOND FOOTPRINT OF EQUIPMENT

3"

4"

1/ 2"

1/2"

CONC HOUSEKEEPING PAD:

FOR SCOPE OF WORK, REFER TO

MECHANICAL AND ELECTRICAL

DRAWINGS AND COORDINATE WITH

THESE CONTRACTORS

TOP OF EXISTING

CONCRETE FLOOR

SLAB

SEE STRUCTURAL FOR

REINFORCEMENT

DOWEL BARS. SEE

STRUCTURAL

1/

2"

EPOXY FLOOR

FINISH EXTEND UP

SIDE OF PAD

SB

REMOVED WINDOW SYSTEM

SHOWN DASHED

5/8" GYP BD ON 1/2" GYP BD.

EXISTING WALL

CONSTRUCTION

EXISTING LIGHT FIXTURE

AND CEILING

EXISTING PARTITION/ SOFFIT

CONSTRUCTION. FIELD VERIFY

CONSTRUCTION AND MATCH

AS REQUIRED

4" METAL STUD

5/8" GYP BD

WOOD BLOCKING AS

REQUIRED

VIRTUAL WINDOW TRIM BY

VIRTUAL WINDOW MFG

VIRTUAL WINDOW SYSTEM

WITH BACK PAN

VIRTUAL WINDOW TRIM BY

VIRTUAL WINDOW MFG

WOOD BLOCKING AS

REQUIRED

EXISTING WALL

CONSTRUCTION

METAL RUNNER CHANEL

PATCH GYP BD TO MATCH

EXISTING. SEE PLANS FOR

ADDITIONAL INFORMATION

REMOVED WINDOW SYSTEM

SHOWN DASHED

EXISTING WALL

CONSTRUCTION

WOOD BLOCKING AS

REQUIRED

VIRTUAL WINDOW TRIM BY

VIRTUAL WINDOW MFG

VIRTUAL WINDOW SYSTEM

WITH BACK PAN

VIRTUAL WINDOW TRIM BY

VIRTUAL WINDOW MFG

WOOD BLOCKING AS

REQUIRED

EXISTING WALL

CONSTRUCTION

PATCH TO MATCH EXISTING.

SEE PLANS FOR ADDITIONAL

INFORMATION

B6

FILL CAVITY BEHIND VIRTUAL

WINDOW WITH BATT

INSULATION

METAL RUNNER TRACK AS

REQUIRED

PATCH TO MATCH EXISTING.

SEE PLANS FOR ADDITIONAL

INFORMATION

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

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:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

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G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:2

P

M

AE551

INTERIOR SECTION DETAILS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1 1/2" = 1'-0"1 SECTION DETAIL - STEEL TUBE AND SOFFIT AT AUTOMATIC CART WASHER - H20B 1 1/2" = 1'-0"2 SECTION DETAIL - RATEED WALL AND SOFFIT AT EXISTING STAIR TOWER & BRACED FRAME

1 1/2" = 1'-0"3 SECTION DETAIL - RATEED SOFFIT AT STEEL BEAM / BRACED FRAME

1 1/2" = 1'-0"4 SECTION DETAIL - RATEED SOFFIT AT STEEL BEAM & ROOF EXPANSION JOINT

1 1/2" = 1'-0"5 SECTION DETAIL - CONCRETE EQUIPMENT CURB

3" = 1'-0"6 SECTION DETAIL - CONCRETE HOUSEKEEPING PAD

1 1/2" = 1'-0"7 SECTION DETAIL - HEAD /SILL AT VIRTUAL WINDOW -SURGERY / OR CORRIDOR C43 1 1/2" = 1'-0"8 SECTION DETAIL - HEAD /SILL AT VIRTUAL WINDOW - FIRST LEVEL (TYP)

EXISTING SOFFIT

CONSTRUCTION.

J4cs

PATCH GYP BD AND PAINT

UNDERSIDE OF SOFFIT

WOOD BLOCKING AS

REQUIRED

VIRTUAL WINDOW TRIM BY

VIRTUAL WINDOW MFG

VIRTUAL WINDOW SYSTEM

WITH BACK PAN

VIRTUAL WINDOW TRIM BY

VIRTUAL WINDOW MFG

WOOD BLOCKING AS

REQUIRED

7'-2"

TO VIRTUAL WINDOW

EXISTING WALL

CONSTRUCTION - SEE

STRUCTRUAL

J2c

SEE ELEVATIONS

BO VIRTUAL WINDOW

EXISTING WALL

CONSTRUCTION

WOOD BLOCKING AS

REQUIRED

VIRTUAL WINDOW TRIM BY

VIRTUAL WINDOW MFG

VIRTUAL WINDOW SYSTEM

WITH BACK PAN

VIRTUAL WINDOW TRIM BY

VIRTUAL WINDOW MFG

WOOD BLOCKING AS

REQUIRED

PATCH TO MATCH EXISTING.

SEE PLANS FOR ADDITIONAL

INFORMATION. PAINT

METAL RUNNER TRACK AS

REQUIRED

COMPOSITE FLOOR SLAB -

SEE STRUCTURAL

EXISTING WALL

SPS INTERSTITIAL LEVEL

UL RATED 2 HOUR EXPANSION JOINT

MATERIAL. CONTINUOUS

EPOXY FLOOR FINISH EXTEND UP CURB -

SEE PLANS

CONCRETE CURB WITH 1" RADIUS AND

SLOPED TOP - SEE PLAN

1511' - 11 3/4"

FILL GAP WITH MINERAL WOOL

INSULATION

FIRST LEVEL

111' - 11"

EXISTING WALL / FLOOR

CONSTRUCTION.

STEEL BEAM - SEE STRUCTURAL

20"x4"x1/2" HSS - SEE STRUCTURAL

REMOVE BRICK AS REQUIRED FOR

HSS INSTALLATION. GROUT SOLID

ABOVE HSS AS REQUIRED

EXISTING PARTITION. FIELD VERIFY

LOCATION

SPRAY APPLIED FIREPROOFING

1'-0"

D

J2cXP3

HSS DIAGONAL BRACE FRAME - SEE

STRUCTURAL

L-SHAPED METAL SUPPORT BRACKETS AND

CONCEALED BACKING BY CASKWORK SUPPLIER.

FINISH: HEAVY DUTY EPOXY COATED, PAINT TO

MATCH WALL. ATTACHED TO CONCEALED

BACKING. PROVIDE PLAM FASCIA COVER AT

EXPOSED ENDS.

1.25"X1.25" SOLID SQ STL BAR

WITH 1.25"X3" STL PLATE,

WELDED

4 #12 SCREWS, TOP AND

BOTTOM

GRIND SMOOTH

GUSSET

COUNTERTOP TYPE - REFER TO ELEVATION FOR

MORE INFORMATION

MAX LOAD PER

BRACKET: 300 LB

12 GA STUD

(TYP)

B METAL SUPPORT BRACKET DETAILA METAL BRACKET

1'- 3"

4"

3"

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

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:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

\g b a rb a ri \O n e D ri v e

A N

D E

R S

O N

E N

G

IN

E E

R

IN

G O

F M

N \D o c u m e n ts

\1

-R

G io v a n n i- B a rb a ri .r v t

/2

/2

:0

:2

P

M

AE552

INTERIOR SECTION DETAILS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

1 1/2" = 1'-0"1 SECTION DETAIL - HEAD /SILL AT VIRTUAL WINDOW -ELEVATOR LOBBY G79-5

1 1/2" = 1'-0"2 SECTION DETAIL - HEAD /SILL AT VIRTUAL WINDOW -DR WORK ROOM D18

1 1/2" = 1'-0"3 SECTION DETAIL - STEEL TUBE AND WINDOW INFILL -DR WORK ROOM D18

1" = 1'-0"4 COUNTERTOP SUPPORT BRACKETS

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"

SE

E

RC

P

SE

E

RC

P

3 5/8" METAL STUDS AT 24" OC

TO STRUCTURE ABOVE

5/8" GYP BD CEILING AS

SCHEDULED

3 5/8" DIAGONAL STUD BRACE BACK

TO STRUCTURE AT 4'-0" 0N CENTER

SE

E

RC

P

1'- 0"

5/8" GYP BD

CEILING AS

SCHEDULED

SE

E

RC

P

6" M

IN

5/8" GYP BD

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

SE

E

RC

P

TO

S

TR

UC

TU

RE

A

BO

VE

EXISTING

STRUCTURE

5/8" GYP BD

CEILING AS

SCHEDULED

SE

E

RC

P

6" M

IN

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

SE

E

RC

P

TO

S

TR

UC

TU

RE

A

BO

VE

EXISTING

STRUCTURE

5/8" GYP BD

CEILING AS

SCHEDULED

SE

E

RC

P

MC6x6.5 CONTINIOUS. SEE ELEVATIONS

2"x2"x1/4" STEEL ANGLE

2"x2"x1/4"x2" LONG (MIN) BENT PLATE

TOILET PARTITION PILASTER

WITH CEILING TRIM

ACT CEILING

1/2" THREADED ROD (2)

RODS PER PILASTER MIN.

(1) ROD AT END PILASTER

BEVELED WASHER

EXISTING STRUCTURE. FIELD VERIY RIB

LOCATIONS AND SIZES AS REQUIRED.

SELANT AT ALL THREADED ROD

PENETRATIONS

5/8" DIA THREADED ROD AT EACH TOILET

PARTITION PILASTER. ANCHOR TO

STRUCTURE ABOVE

PROVIDE DIAGONAL SWAY BRACE

PARALLEL TO MC6 AT EACH END OF

CHANNEL, IF CHANNEL IS NOT CONNECTED

TO TUBE STEEL. SEE DIAGRAM .

5/8" DIA EXPANSION BOLT

TO STRUCTURE ABOVE

5/8" DIA BOLT

(TYP)

DIAGONAL SWAY BRACE AT

EACH THREADED ROD

METAL STUDS EACH SIDE OF MC

M

AX

1/

2"

8" MAX

1"x1" MIN CONTINUOUS WALL

ANGLE. ATTACH AT EACH

STUD

ATTACH GYP TO ANGLE

12" OC MAX 5/8" GYP BD CEILING. PAINT

AS SCHEDULED.

1 1/2" CHANNEL. 4'0-" OC MAX. ALTERNATE

OPEN FACE OF CHANNEL AT EVERY OTHER

CHANNEL.

7/8" HAT CHANNEL. 24" OC MAX

METAL FURRING CHANEL CLIP OR WIRE TIE

TIE WIRE TO HANGER CLIPS ABOVE.

FACE OF PARTITION.

GYP BD JOINT

REINFORCEMENT.

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

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:

Tom Olesak

Date: 02/14/2025

License Number: 18157

2882 106th St, Urbandale, IA 50322

C U s e rs

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A N

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IN

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\1

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AE560

CEILING DETAILS CONSTRUCT NEW SPS

Sioux Falls, SD.

438-460

02/14/2025 LA GJB16584

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

1 1/2" = 1'-0"3 SECTION DETAIL - GYP BD TO GYP BD CEILING TRANSITION

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

1 1/2" = 1'-0"5 SECTION DETAIL - GYP BD CEILING TO GYP BD CEILIGNG

1 1/2" = 1'-0"4 SECTION DETAIL - CEILING MOUNTED TOILET PARTITIONS

1 1/2" = 1'-0"6 SECTION DETAIL - SYSPENDED GYP BD CEILING

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

XN2 XN3 XP2 XP3

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