Attachment C3 - Drawings-R1_Part3 - 437-CIS-241 - 26 Pages.pdf

LOWER LEVEL

89'-0"

SPS TRAILER FFE

87'-1 7/8"

SM1

SM2

TOP OF WALL

VARIES

VA

RI

ES

ROOF MEMBRANE

WOOD JOIST. SEE

STRUCTURAL

ACT CEILING AS SCHEDULED

WOOD JOIST. SEE STRUCTURAL

3/4" PLYWOOD

CONCRETE SLAB ON

GRADE. SEE CIVIL

T-01

TEMP

TRAILER

CONNECTION

AS520

LOWER LEVEL

89'-0"

SPS TRAILER FFE

87'-1 7/8"

WOOD JOIST. SEE STRUCTURAL

ACT CEILING AS SCHEDULED

WOOD JOIST. SEE STRUCTURAL

3/4" PLYWOOD

CONCRETE SLAB ON GRADE.

SEE CIVIL

PVC ROOF MEMBRANE

TOP OF WALL

2" 12"

SM1

SM2

FLOORING AS SCHEDULED

T-01

TEMP

TRAILER

CONNECTION

-1

2' -1

/4

AS520

AS520

RAMP BEYOND

C

EF

SPS TRAILER FFE

87'-1 7/8"

WOOD JOIST. SEE STRUCTURAL

3/4" PLYWOOD

FLOORING AS SCHEDULED

TRAILER DOOR SWING

TOP OF WALL

BOTTOM OF OPENING

MOBILE SPD TRAILER

PARTITION BEYOND

CONCRETE SLAB ON GRADE. SEE CIVIL

ACT CEILING AS SCHEDULED

LIGHT FIXTURE. SEE ELECTRICAL

7'-

T-01

TEMP

TRAILER

CONNECTION

PVC ROOF MEMBRANE

2" RIGID INSULATION

2" 12"

-1

4' -1

/4

WOOD JOIST. SEE STRUCTURAL

AS520

AS520

SM1

AS550

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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106TH STREET

DES MOINES IA 50322

BID DOCUMENT SUBMISSION

C U s e rs

\c z u p a n \D o c u m e n ts

\1

-A -R c z u p a n J A

M E

X .r v t

/2

/2

:5

:1

P

M

AS311

WALL SECTIONS - TEMP

ENCLOSURE

PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 JLU GJB

17639

1" = 1'-0"1 WALL SECTION - TEMPORARY TRAILER WALL - TYPICAL

1" = 1'-0"2 WALL SECTION - TRAILER CONNECTOR - EAST/WEST - TYPICAL

1" = 1'-0"3 WALL SECTION - SPD TRAILER CONNECTOR OPENING AT SPD TRAILER DOOR

Revisions: Date:

LOWER LEVEL

89'-0"

AS301

RELOCATED CONCRETE BLOCK

RETAINING WALL. SEE CIVIL &

STRUCTURAL

EXISTING CONCRETE BLOCK

RETAINING WALL. BEYOND

AS520

WOOD FRAMED FLOOR. SEE

STRUCTURAL

GRADE. SEE CIVIL

AS520

LOWER LEVEL

89'-0"

SPS TRAILER FFE

87'-1 7/8"

AS312

CONCRETE SLAB ON

GRADE. SEE CIVIL

RELOCATED CONCRETE BLOCK

RETAINING WALL. BEYOND. SEE

CIVIL & STRUCTURAL

EXISTING CONCRETE SIDEWALK.

AS520

LOWER LEVEL

89'-0"

A

WOOD JOIST. SEE STRUCTURAL

3/4" PLYWOODFLOORING AS SCHEDULED

CONCRETE SLAB ON GRADE. SEE CIVIL

PVC ROOF MEMBRANE

2" RIGID INSULATION

WOOD JOIST. SEE STRUCTURAL

T-01A

VESTIBULE

SM2

SM1

AS520

2"

12" SIM

AS520

DOOR AND FRAME AS

SCHEDULED

WOOD HEADER. SEE STRUCTURAL

LIGHT. SEE ELECTRICAL

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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106TH STREET

DES MOINES IA 50322

BID DOCUMENT SUBMISSION

C U s e rs

\c z u p a n \D o c u m e n ts

\1

-A -R c z u p a n J A

M E

X .r v t

/2

/2

:5

:1

P

M

AS312

WALL SECTIONS - TEMP

ENCLOSURE

PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 JLU GJB

17639

1" = 1'-0"1 WALL SECTION - WALL AT CANTILEVER FLOOR

1" = 1'-0"2 WALL SECTION - CANTILEVER FLOOR AT RETAINING WALL

1" = 1'-0"3 WALL SECTION - VESTIBULE T-01A- NORTH

EXTERIOR GRADE PRE-COMPRESSED FOAM JOINT

SEALANT AT ALL SIDES OF OPENING AT SPD

TRAILER

DASHED LINE IS OUTLINE OF MOBILE SPD TRAILER. TRAILER

PROVIDED BY VA VENDOR.

2 7/16"

SEE WALL SECTIONS AND WALL

TYPES FOR WALL CONSTRUCTION

LINE OF FLOOR BELOW

E F

WOOD STUDS. SEE STRUCTURAL

5/8" GYP BD

PREMANUFACTURED METAL FLASHING.

COLOR TO MATCH METAL PANEL

PROVIDE WEATHER BARRIER END SEAL

PER MANUFACTURE INSTRUCTIONS

SEE WALL SECTIONS AND WALL TYPES FOR

WALL CONSTRUCTION

EXISTING WALL CONSTRUCTION. FIELD

VERIFY CONSTRUCTION

PREMANUFACTURED METAL FLASHING.

COLOR TO MATCH METAL PANEL

SEALANT AND BACKER ROD

SELF ADHERING

ELECTROMETRIC

SHEETING

1/

2"

EXISTING WINDOW. FIELD VERIFY LOCATION

SEE PLAN FOR

PARTITION TYPES

1/

4"

FIRE RATED WOOD

STUD (TYP)

EXISTING SILL

D

PROVIDE WEATHER BARRIER END SEAL PER

MANUFACTURE INSTRUCTIONS

SEE WALL SECTIONS AND WALL

TYPES FOR WALL CONSTRUCTION

EXISTING WALL CONSTRUCTION. FIELD

VERIFY CONSTRUCTION

PREMANUFACTURED METAL FLASHING.

COLOR TO MATCH METAL PANEL

SEALANT AND BACKER ROD

SELF ADHERING

ELECTROMETRIC

SHEETING

1/

2"

FIRE RATED WOOD

STUD (TYP)

6"

DOOR AND FRAME AS SCHEDULED

SEALANT AND BACKER ROD

A

PROVIDE WEATHER BARRIER END SEAL PER

MANUFACTURE INSTRUCTIONS

SEE WALL SECTIONS AND WALL

TYPES FOR WALL CONSTRUCTION

WOOD BLOCKING AS REQUIRED

PREMANUFACTURED METAL

FLASHING, OUTSIDE CORNER TO

MATCH METAL PANEL

PREFINISHED METAL PANEL

GRID

GRID SEE WALL SECTIONS AND WALL

TYPES FOR WALL CONSTRUCTION

PREMANUFACTURED METAL FLASHING

INSIDE CORNER, TO MATCH METAL

PANEL

PREFINISHED METAL PANEL

SEE PLANS FOR LOCATIONS

AND TYPES OF INTERIOR

PARTITIONS

GRID

GRID

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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106TH STREET

DES MOINES IA 50322

BID DOCUMENT SUBMISSION

C U s e rs

\c z u p a n \D o c u m e n ts

\1

-A -R c z u p a n J A

M E

X .r v t

/2

/2

:5

:1

P

M

AS501

EXTERIOR PLAN DETAILS PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 JLU GJB

17639

1 1/2" = 1'-0"1 PLAN DETAIL -WEATHER SEAL CONNECTION AT TRAILER

1 1/2" = 1'-0"2 PLAN DETAIL - METAL PANEL WALL & RATED PARTITION AT EXISTING

1 1/2" = 1'-0"3 PLAN DETAIL - METAL PANEL WALL AND DOOR AT EXISTING

1 1/2" = 1'-0"4 PLAN DETAIL -METAL PANEL OUTSIDE CORNER

1 1/2" = 1'-0"5 PLAN DETAIL -METAL PANEL INSIDE CORNER

WOOD JOIST. SEE STRUCTURAL

PVC ROOF MEMBRANE

2" RIGID INSULATION

1/2" PLYWOOD SHEATHING. SEE STRUCTURAL

PREFINISHED METAL FASCIA

2" 12"

PREFINISHED METAL PANEL

SEE WALL SECTIONS AND WALL TYPES

FOR WALL CONSTRUCTION

METAL PANEL CLOSURE. SET IN SEALANT

SEALANT

CONTINUOUS WOOD 2X12. SEE STRUCTURAL

PREFINISHED METAL SOFFIT OVER 3/4" PLYWOOD SHEATHING

PREFINISHED METAL ROOF EDGE

FLASHING WITH CONTINUOUS KEEPER

SEALANT

CONTINUOUS WOOD BLOCKING

WOOD BLOCKING. SEE STRUCTURAL

SEALANT

SEALANT

5" M

IN

WOOD FRAMING. SEE STRUCTURAL

PLYWOOD SHEATHING. SEE STRUCTURAL

C

1'-0"

PROVIDE WEATHER BARRIER END SEAL PER

MANUFACTURE INSTRUCTIONS

MOISTURE MEMBRANE OVER ENTIRE SLOPED ROOF.

DRIP

SEALANT

WOOD JOIST. SEE STRUCTURAL

PVC ROOF MEMBRANE

2" RIGID INSULATION

1/2" PLYWOOD SHEATHING. SEE STRCTURAL

PREFINISHED METAL FASCIA

2" 12"

PREFINISHED METAL PANEL

SEE WALL SECTIONS AND WALL TYPES

FOR WALL CONSTRUCTION

PREMANUFACTURED METAL FLASHING. COLOR

TO MATCH METAL PANEL

SEALANT

CONTINUOUS WOOD 2X. SEE STRUCTURAL

PREFINISHED METAL SOFFIT OVER

3/4" PLYWOOD SHEATHING

PREFINISHED METAL ROOF EDGE

FLASHING WITH CONTINUOUS

KEEPER

SEALANT

CONTINUOUS WOOD BLOCKING

WOOD BLOCKING. SEE STRUCTURAL

METAL PANEL CLOSURE. SET IN SEALANT

5" M

IN

SEALANT

WOOD FRAMING. SEE STRUCTURAL

PLYWOOD SHEATHING. SEE STRUCTURAL

F E

WOOD 2X4 FRAMING

1'-8"

DRIP

PROVIDE WEATHER BARRIER END SEAL

PER MANUFACTURE INSTRUCTIONS

SELF ADHEARING VAPOR RETARDER OVER ENTIRE SLOPED ROOF.

SEALANT

WOOD HEADER. SEE STRUCTURAL

SEE WALL SECTIONS AND WALL TYPES

FOR WALL CONSTRUCTION

PREMANUFACTURED METAL FLASHING. COLOR

TO MATCH METAL PANEL

SEALANT

MOBILE SPD TRAILER. TRAILER

PROVIDED BY VA VENDOR.

LINE OF WALL BEYOND

EXTERIOR GRADE PRE-COMPRESSED FOAM

JOINT SEALANT AT ALL SIDES OF OPENING AT

SPD TRAILER

METAL PANEL CLOSURE. SET IN SEALANT

PREFINISHED METAL THOUGH WALL FLASHING

6" M

IN

WOOD FRAMING. SEE STRUCTURAL

PLYWOOD SHEATHING. SEE STRUCTURAL

FILL VOID WITH INSULATION

F E

PROVIDE WEATHER BARRIER END

SEAL PER MANUFACTURE

INSTRUCTIONS

1 1/2" MIN

SEE WALL SECTIONS AND WALL TYPES

FOR WALL CONSTRUCTION

PREMANUFACTURED METAL FLASHING. COLOR

TO MATCH METAL PANEL

METAL PANEL CLOSURE. SET IN SEALANT

CONCRETE SLAB ON GRADE. SEE CIVIL

WOOD FRAMING. SEE STRUCTURAL

PLYWOOD SHEATHING. SEE STRUCTURAL

GRID

PROVIDE WEATHER BARRIER

END SEAL PER

MANUFACTURE

INSTRUCTIONS

WOOD JOIST. SEE STRUCTURAL

PVC ROOF MEMBRANE

2" RIGID INSULATION

1/2" PLYWOOD SHEATHING. SEE STRUCTURAL

PREFINISHED METAL FASCIA

PREFINISHED METAL PANEL

SEE WALL SECTIONS AND WALL TYPES

FOR WALL CONSTRUCTION

METAL PANEL CLOSURE. SET IN SEALANT

SEALANT

CONTINUOUS WOOD 2X12. SEE STRUCTURAL

PREFINISHED METAL SOFFIT OVER 3/4"

PLYWOOD SHEATHING

PREFINISHED METAL ROOF EDGE

FLASHING WITH CONTINUOUS KEEPER

SEALANT

CONTINUOUS WOOD BLOCKING

SEALANT

1'-6"

5" M

IN

WOOD BLOCKING. SEE STRUCTURAL

WOOD FRAMING. SEE STRUCTURAL

PLYWOOD SHEATHING. SEE

STRUCTURAL

WOOD BLOCKING AS REQUIRED

PREMANUFACTURED METAL FLASHING.

COLOR TO MATCH METAL PANEL

SEALANT

WOOD BLOCKING AS REQUIRED

WOOD FRAMING. SEE STRUCTURAL

3/4" PLYWOOD SHEATHING, SEE STRUCTURAL

EXISTING SIDEWALK

RELOCATED RETAINING

WALL BLOCK. SEE

STRUCTURAL

SELF ADHESIVE 6" WIDE ANTI-SLIP TAPE.

REPLACE TAPE THOUGH OUT PROJECT AS

DIRECTED BY COR

6"

TYP

2"

SEE STRUCTURAL

1/8" MIN GALVANIZED CHECKERED

PLATE TRANSITION FROM

SIDEWALK TO PLYWOOD. FASTEN

TO PLYWOOD ONLY

SHIM AS REQUIRED. SEE STRUCTURAL

5" L x 3 1/2"W x 1/4" D

METAL PLATE. WELD TO

BOTTOM OF POST AND

ANCHOR TO RAMP

TOP OF WOOD RAMP

NOTE: ALL MEMBERS ARE

GALVANIZED

1 1/2" DIA POST &

HORIZONTAL

MEMBERS

EQ

EQ

4"

PROVIDE ADDITIONAL BLOCKING

AS REQUIRED

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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106TH STREET

DES MOINES IA 50322

BID DOCUMENT SUBMISSION

C U s e rs

\c z u p a n \D o c u m e n ts

\1

-A -R c z u p a n J A

M E

X .r v t

/2

/2

:5

:2

P

M

AS520

EXTERIOR SECTION DETAILS PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 JLU GJB

17639

1 1/2" = 1'-0"1 SECTION DETAIL - LOW ROOF EDGE

1 1/2" = 1'-0"2 SECTION DETAIL - ROOF EDGE PEAK

1 1/2" = 1'-0"3 SECTION DETAIL -METAL PANEL @ TRAILER

1 1/2" = 1'-0"4 SECTION DETAIL -METAL PANEL @ CONCRETE SLAB

1 1/2" = 1'-0"5 SECTION DETAIL - ROOF EDGE

1 1/2" = 1'-0"6 SECTION DETAIL - CANTILEVER FLOOR AND RETAINING WALL

3/4" = 1'-0"7 SECTION DETAIL- SERVICE GUARDRAIL

WOOD JOIST. SEE STRUCTURAL

PVC ROOF MEMBRANE

2" RIGID INSULATION

3/4" PLYWOOD SHEATHING

EXISTING WALL. FIELD VERIFY LOCATION

AND CONSTRUCTION.

PVC ROOF MEMBRANE. EXTEND UP

EXTERIOR WALL TO TERMINATION BAR

TERMINATION BAR

8" M

IN

SEALANT

WOOD JOIST. SEE STRUCTURAL

PVC ROOF MEMBRANE

2" RIGID INSULATION

1/2" PLYWOOD SHEATHING. SEE STRUCTURAL

EXISTING WALL. FIELD VERIFY LOCATION

AND CONSTRUCTION.

PVC ROOF MEMBRANE. EXTEND UP

EXTERIOR WALL TO TERMINATION BAR

TERMINATION BAR

8" M

IN

SEALANT

4 1/4"

WOOD JOIST. SEE STRUCTURAL

PVC ROOF MEMBRANE

2" RIGID INSULATION

1/2" PLYWOOD SHEATHING. SEE STRUCTURAL

EXISTING WALL. FIELD VERIFY

LOCATION AND CONSTRUCTION.

PVC ROOF MEMBRANE. EXTEND UP

EXTERIOR WALL TO TERMINATION BAR

TERMINATION BAR

SEALANT

4 1/4"

TERMINATION BAR - BEYOND. SEE

ROOF PLAN

PVC ROOF MEMBRANE - BEYOND. SEE

ROOF PLAN

1/2" PLYWOOD SHEATHING. SEE STRUCTURAL

FIRST LEVEL

100'-0"

EXISTING WALL. FIELD VERIFY

LOCATION AND CONSTRUCTION.

STAIRS/ STAIR LANDING. FIELD

VERIFY LOCATION AND

CONSTRUCTION.

WOOD JOIST. SEE STRUCTURAL

TOP PLATE. SEE STRUCTURAL

WOOD JOIST. SEE STRUCTURAL

PVC ROOF MEMBRANE

2" RIGID INSULATION

1/2" PLYWOOD SHEATHING. SEE STRUCTURAL

PVC ROOF MEMBRANE. EXTEND UP

EXTERIOR WALL TO TERMINATION BAR

TERMINATION BAR AND SEALANT

BEYOND

SEALANT

1/2" PLYWOOD SHEATHING. SEE STRUCTURAL

STAIRS/ STAIR LANDING. FIELD

VERIFY LOCATION AND

CONSTRUCTION.

FIRST LEVEL

100'-0"

EXISTING WALL. FIELD VERIFY

LOCATION AND CONSTRUCTION.

EXISTING WALL. FIELD VERIFY

LOCATION AND CONSTRUCTION.

7/16" PLYWOOD SHEATHING. SEE STRUCTURAL

2x6 WOOD STUD. SEE STRUCTURAL

5/8" GYP BD

WOOD JOIST. SEE STRUCTURAL

SLOPED ROOF BEYOND

3" 12"

TERMINATION BAR

B

4 7/8"

1 1/2" = 1'-0"1 ROOF DETAIL - MEMBRANE ROOF @ EXISTING STAIR WALL

1 1/2" = 1'-0"2 ROOF DETAIL - ROOF @ SHEAR WALL

1 1/2" = 1'-0"3 ROOF DETAIL - ROOF CRICKET @ SHEAR WALL

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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106TH STREET

DES MOINES IA 50322

BID DOCUMENT SUBMISSION

C U s e rs

\c z u p a n \D o c u m e n ts

\1

-A -R c z u p a n J A

M E

X .r v t

/2

/2

:5

:2

P

M

AS530

ROOF DETAILS PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 JLU GJB

17639

1 1/2" = 1'-0"4 ROOF DETAIL - ROOF CRICKET @ GRID B

WASHER - DISINFECTOR (S9040) OWNER

PROVIDED AND SET IN PLACE, CONTRACTOR TO

MAKE FINAL CONNECTIONS AND INSTALL TRIM

KIT.

MANUFACTURER BARRIER TRIM KIT

SEALANT BEAD BETWEEN PARTITION AND

MANUFACTURER BARRIER TRIM. SEAL AIR

TIGHT. BOTH SIDES

SEE PLANS FOR PARTITION TYPE

SEALANT BEAD AT FLOOR LINE, BOTH SIDES.

SEAL AIR TIGHT

VE

RI

FY

W

/M

FG

1/

2"

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"

1/

4"

4 3/4"

EQ

EQ

PRECOMPRESSED FOAM SEALANT AT ALL SIDES OF

OPENING AT SPD TRAILER

DASHED LINE IS OUTLINE OF MOBILE SPD TRAILER. TRAILER

PROVIDED BY VA VENDOR.

2 7/16"

LINE OF FLOOR BELOW

E F

WOOD STUDS. SEE STRUCTURAL

5/8" GYP BD

PLYWOOD SHEATHING. SEE STRUCTURAL

AMSCO RACK RETURN

MANUFACTURER BARRIER TRIM KIT. BOTH SIDES

SEALANT BEAD BETWEEN PARTITION AND

MANUFACTURER BARRIER TRIM. SEAL AIR

TIGHT. BOTH SIDES

SEE PLANS FOR PARTITION TYPE

PROVIDE DOUBLE STUDS AT ALL SIDES OF

OPENING.

VERIFY W/MFG

4 13/16"

7/

8" M8 BOLT BY EQUIPMENT MFG

#10 X 1 1/4" (RECOMMENDED) STAINLESS STEEL

ROUND HEAD SCREW BY GC

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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106TH STREET

DES MOINES IA 50322

BID DOCUMENT SUBMISSION

C U s e rs

\c z u p a n \D o c u m e n ts

\1

-A -R c z u p a n J A

M E

X .r v t

/2

/2

:5

:2

P

M

AS540

INTERIOR PLAN DETAILS PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 JLU GJB

17639

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

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

1 1/2" = 1'-0"3 PLAN DETAIL -WOOD STUD & GYP BD HEAD OPENING @ SPD TRAILER

1 1/2" = 1'-0"4 PLAN DETAIL - SST BARRIER FLANGE @ RACK RETURN

1/4" DIA. EXPANSION ANCHOR WITH

MIN. 1 1/2" EMBEDMENT AT 24" O.C.

WITH FIRST FASTENER 6" MAX.

FROM END,TYP MIN EDGE

DISTANCE = 2"

BASE OF WALL

TOP TRACK W/ 3" LEGS. DO

NOT FASTEN GYPBOARD OR

STUDSTO TOP TRACK.

SEE PLANS FOR PARTITION TYPES.

PROVIDE MINIMUM 3/4" DEFLECTION SPACE

AT TOP OF ALL PARTITIONS ATTACHED TO

STRUCTURE. USE NESTED TRACKS, SINGLE

TRACK WITH SLOTTED STUD ATTACHMENTS,

SLOTTED CLIPS AT EACH STUD, OR SIMILAR

CONSTRUCTION TO ALLOW STRUCTURE

ABOVE TO DEFLECT.

1/4" SLNT BOTH SIDES. FILL

ALL GAPS WITH ACOUSTICAL

SEALANT AT RATED

PARTITIONS PROVIDE FIRE

RATED / SMOKE RATED AS

REQUIRED.

G

AP

DE

FL

EC

TI

O N

TOP OF WALL

STUDS - CUT 3/4" SHORT OF

STRUCTURE - SEE DEFLECTION

NOTE AT RIGHT - PROVIDE STUD

BRIDGING AS REQUIRED BY

INDUSTRY STANDARDS

G

AP

T O

S

CR

EW

G

AP

D

EF

LE

CT

IO

N

SEE PLANS FOR PARTITION TYPES. REFER TO PARTITION TYPES FOR CORRESPONDING TYPE AND UL NUMBER WHERE APPLICABLE. AS INDICATED 1 HR RATED, DASHED LINE INDICATED 2 LAYERS OF GYP AT 2

HR RATED WALLS.

GENERAL NOTES:

1. SEALANT AND FIRE / SMOKE RATED SEALANT TO ACCOMMODATE L/360 DEFLECTION.

2. DETAILS INDICATE GYPSUM BOARD AND METAL STUD AT FIRE RATED, ACOUSTIC AND SMOKE SEALED

PARTITIONS WITH COMPOSITE AND CELLULAR DECK CONNECTIONS.

3. THESE DETAILS ARE ILLUSTRATIVE OF TYPICAL CONDITIONS. OTHER CONDITIONS MAY OCCUR WHICH

MUST BE TREATED IN SIMILAR FASHION TO THOSE SHOWN HERE.

4. ACOUSTICAL RATED DETAILS SIMILAR

D PARTITION PARALLEL TO DECK FLUTES (PARTITION AT HIGH POINT OF DECK FLUTE)- OPTION 2

PARTITION PERPENDICULAR TO DECK FLUTES- OPTION 1

C

B

PARTITION PERPENDICULAR TO DECK FLUTES- OPTION 2

A

PARTITION AT ABOVE FLOOR STRUCTURE

3/ 4"

M

AX

SEALANT

SEALANT WITH BOND BREAKER AT RUNNER

SEALANT JOINT (BOTH SIDES)

GYPSUM BOAR AND METAL STUD FIRE RATED PARTITIONS AT METAL DECK (COMPOSITE AND CELLULAR

DECK SIMILAR)

FIRE SAFING INSULATION

ATTACH METAL STUD RUNNER TO METAL DECK AND

METAL "Z" FURRING

HOLD STUDS 1/2" SHORT TO ACCOMMODATE DECK

DEFLECTION TYPICAL

DO NOT ATTACH GYPSUM BOARD TO METAL

RUNNER OR TO "Z" FURRING

3/ 4"

M

AX

HOLD STUD 1/2" SHORT TO ACCOMMODATE DECK

DEFLECTION TYPICAL

1'0" WIDE BY CONTINUOUS METAL PLATE WELDED TO

METAL DECK (MINIMUM THICKNESS OF PLATE EQUAL TO

THICKNESS OF METAL DECK)

PACK METAL DECK FLUTES WITH FIRE SAFE INSULATION

(AT COMPOSITE CONCRETE AND METAL DECK, FILL

FLUTE WITH NON-SHRINK GROUT)

METAL ANGLES IN FLUTES

SEALANT TYPICAL BOTH SIDES

CUT GYPSUM BOARD TO CONFORM TO SHAPE

OF METAL DECK FLUTES

NOTES:

- DO NOT ATTACH GYPSUM BOARD TO METAL RUNNER OR

ANGLES

- TYPICAL OF FIRE RATED, ACOUSTICALLY RATED AND

AIRSEALED PARTITIONS

- COMPOSITE AND CELLULAR DECK SIMILAR

BOTTOM OF STRUCTURE- EL VARIES (CONCRETE

SLAB, BEAMS & JOISTS)

FIRE SAFING AT METAL DECK

TOP OF METAL DECK- EL VARIES

TOP OF STUDS- DO NOT ATTACH TO STUD

RUNNER

STUD RUNNER SECURED TO STRUCTURE

3/ 4"

M

AX

3/ 4"

M

AX

"Z" FURRING

3/ 4"

M

AX

METAL SUPPORT BRACKETS BY COUNTEROP

SUPPLIER. AND CONCEALED BACKING BY GC.

FINISH: HEAVY DUTY EPOXY COATED, PAINT TO

MATCH WALL. ATTACHED TO CONCEALED

BACKING.

4 #12 SCREWS, TOP AND

BOTTOM (TYP)

COUNTERTOP - SEE

ELEVATION FOR MORE

INFORMATION

MAX LOAD PER

BRACKET: 300 LB

SEE SHEET AS601 FOR

BLOCKING TYPES (TYP)

1'- 3"

4"

3"

AUTOMATED PASS WINDOW (S1905). SEE ELEC

FOR ADDITIONAL INFORMATION

SEALANT ALL SIDES

SEE PLAN FOR PARTITION TYPE

MECHANICAL/ ELEC COMPARTMENT

SHELF AND BRACKETS BY WINDOW SUPPLIER.

SEALANT ALLSIDES

METAL WALL MOUNTING

BRACKET

PARTITION TYPE SEE

FLOOR PLANS FOR

TYPE.

WALL MOUNTED HANDRAIL

WITH RETURN TO WALL AT

EACH END. BLOCKING/-BACKING

AT HAND RAIL

MOUNTING BRACKET

2 1/4"

1/4"

1/

4"

WOOD FRAMING. SEE STRUCTURAL

3/4" PLYWOOD SHEATHING

PLYWOOD SHEATHING. SEE STRUCTURAL

F E

SPS TRAILER FFE

+/- 87'-1 7/8"

DASHED LINE IS OUTLINE OF MOBILE

SPD TRAILER. TRAILER PROVIDED BY VA

VENDOR.

DOOR THREASHOLD PROVIDED BY VA

VENDOR.

SPD TRAILER DOOR

FINISHED FLOORING AS SCHEDULED

EXTERIOR GRADE PRECOMPRESSED

FOAM SEALANT AT ALL SIDES OF

OPENING AT SPD TRAILER

2 7/16"

METAL PLATE. WELD TO

SIDE OF POST AND

ANCHOR TO RAMP

TOP OF WOOD RAMP

NOTE: ALL MEMBERS ARE

GALVANIZED

1 1/2" DIA POST &

HORIZONTAL MEMBERS

1 1/2" DIA HANDRAIL W/

BRACKETS TO POST

2 1/4" 1 1/2" DIA HANDRAIL

EQ

EQ

2"

3/

4"

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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106TH STREET

DES MOINES IA 50322

BID DOCUMENT SUBMISSION

C U s e rs

\c z u p a n \D o c u m e n ts

\1

-A -R c z u p a n J A

M E

X .r v t

/2

/2

:5

:2

P

M

AS550

INTERIOR SECTION DETAILS PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 JLU GJB

17639

3" = 1'-0"1 PARTITION DEFLECTION JOINT & FLOOR CLOSURE

3" = 1'-0"2 PARTITION HEAD DETAILS 1 AND 2 HR

1" = 1'-0"3 COUNTERTOP SUPPORT BRACKET AND BACKING

1 1/2" = 1'-0"5 SECTION DETAIL - AUTOMATED PASS WINDOW

1 1/2" = 1'-0"4 STAIR, WALL MOUNTED HANDRAIL SECTION

1 1/2" = 1'-0"7 SECTION DETAIL - WOOD STUD FLOOR @ OPENING TO SPD TRAILER

3/4" = 1'-0"6 SECTION DETAIL- SERVICE GUARDRAIL AND HANDRAIL

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

XN3

(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

3 5/8" METAL STUD

FRAMING

STC 49 STC 49

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

E3c

(2 ) LAYERS 5/8" GYPSUM

BOARD EACH SIDE

6" WOOD STUD FRAMING.

SEE STRUCTURAL

2HR FIRE RATING

8"

B3 B6

XN6 XP6

(1 ) LAYER 5/8" GYPSUM

BOARD

6" METAL STUD FRAMING

3" SOUND ATTENUATING

INSULATION

(1 ) LAYER 5/8" GYPSUM

BOARD

6" METAL STUD FRAMING

6 5/8"6 5/8"

E6c

2 HR FR

8 7/16"

2X6 WOOD STUD. SEE

STRUCTURAL

7/16" PLYWOOD SHEATHING. SEE

STRUCTURAL

(2) LAYERS 5/8" GYPSUM

BOARD

(2) LAYERS 5/8" GYPSUM

BOARD

WD6

5/8" GYPSUM BOARD

2x6 WOOD STUD. SEE

STRUCTURAL

6 9/16"

7/16" PLYWOOD SHEATHING.

SEE STRUCTURAL

WX4

5/8" GYPSUM BOARD

2x4 WOOD STUD. SEE

STRUCTURAL

4 1/8"

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 MUST

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. ROOM SIDE GYPSUM BOARD CAN

EXTEND TO 6" ABOVE FINISHED CEILING.

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

WITH FIRE/SMOKE PARTITION SYMBOLS. REPAIR CONDITIONS, WITH MATERIALS COMPATABLE

WITH EXISTING ASSEMBLY, 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 MUST 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 MUST 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

1 1/4" MIN.

SEE OPTION

BELOW

6" X 16 GA BACKING PLATE. FASTEN TO STUDS W/(3) #10 X 3/4" WAFER

HEAD SELF DRILLING SCREWS PER STUD. ALL BACKING TO SPAN MIN OF

(3) STUDS. BACKING PLATE TO BE Fy=50KSI

6" X 16 GA TRACK NOTCH AND FASTEN TO STUDS W/(3) #

10 X 3/4" WAFER HEAD SELF DRILLING SCREWS PER STUD.

ALL BACKING TO SPAN MIN OF (3) STUDS. BACKING

TRACKS TO BE Fy=50KSI STEEL

PLATE BACKING: USE FOR

FOLLOWING ITEMSA

1. FLOOR MOUNTED BASE CABINETS.

2. WALL MOUNTED DISPENSERS AND HARDWARE

WEIGHTING LESS THAN 20 LBS.

3. MIRRORS

4. BACKING AT THE BOTTOM OF WALL HUNG CABINETS

LESS THAN 15" IN DEPTH.

TRACK BACKING: USE FOR

FOLLOWING ITEMSB

1. HANDRAILS (UP TO 250#)

2. FLOOR MOUNTED CABINETS GREATER THAN 3' -0" IN

HEIGHT.

3. WALL HUNG CABINETS GREATER THAN 15" IN DEPTH AND

AT THE TOP OF WALL HUNG CABINETS LESS THAN 15" IN

DEPTH.

C ALTERNATE TO B

14 GA FABRICATED

FLUSH MOUNT BACKING.

OPA #0192

(4) #10 SMS TYP

SEE BACKING PLATE TYPE B FOR ADDITIONAL NOTES.

1/ 2"

T

YP

6"

1/2"

16GA SECTION MAY SUBSTITUTE FOR 1 1/4"

FLANGE WITHOUT STIFFENER LIP AS SHOWN IN

'B' ABOVE WITH THE FOLLOWING LIMITATIONS:

• STUD SPACING IS 16- INCHES ON CENTER OR

LESS

• FOR 200 POINT LOADS MAX

• F/Y = 50 ksi STEEL

D ALTERNATE TO B

EQEQ

6"

METAL STUD: SEE PLANS

FOR TYPES.

METAL STUD:

SEE PLANS FOR TYPES.

METAL STUD:

SEE PLANS FOR TYPES.

SM1

6 1/8" 4 7/16"

10 9/16"

WALL ASSEMBLY

2" METAL PANEL

2" RIGID INSULATION

BUILDING MEMBRANE

7/16" PLYWOOD SHEATHING. SEE STRUCTURAL

2X6 WOOD STUDS. SEE STRUCTURAL

5/8" GPBD

SM2

5 1/2" 4 7/16"

9 15/16"

WALL ASSEMBLY

2" METAL PANEL

2" RIGID INSULATION

BUILDING MEMBRANE

7/16" PLYWOOD SHEATHING. SEE STRUCTURAL

2X6 WOOD STUDS. 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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106TH STREET

DES MOINES IA 50322

BID DOCUMENT SUBMISSION

C U s e rs

\c z u p a n \D o c u m e n ts

\1

-A -R c z u p a n J A

M E

X .r v t

/2

/2

:5

:2

P

M

AS601

WALL & PARTITION TYPES AND

DETAILS

PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 GJB GJB

17639

TYPES - PARTITION

GUIDELINE - RATED WALL INTERSECTIONSPARTITION BLOCKING-BACKING TYPES

TYPES - WALL

PANEL PREFIXES

AL- ALUMINUM

CG- COILING GRILLE

CS- COILING SLATS

HM- HOLLOW METAL

OS- OVERHEAD SECTIONAL

RD3- REVOLVING DOOR 3 PANEL

RD4- REVOLVING DOOR 4 PANEL

VL- VERTICAL LIFT

WD- WOOD

EX-EXISTING

AG ALL GLASS

BF BIFOLD

BFGBIFOLD GLASS

D DUTCH

DG DUTCH GLASS

DSDUTCH W/SHELF

FFLUSH

G2GLASS 2 LIGHT

G3GLASS 3 LIGHT

GFGLASS FULL

GH GLASS HALF

LF LOUVER FULL

LGHLOUVER GLASS HALF

LH LOUVER HALF

HM-GF

FRAME PREFIXES

0 FRAMED-CASED OPENING

1 DOOR ONLY

2 SIDELIGHT(S) 1 SIDE

3 SIDELIGHT(S) 1 SIDE W/HORIZONTAL

4 SIDELIGHT(S) BOTH SIDES

5 SIDELIGHT(S) BOTH SIDES W/HORIZONTAL

6 DOOR W/TRANSOM

7 DOOR W/TRANSOM W/SIDELIGHT(S) 1 SIDE

8 TRANSOM W/SIDELIGHT(S) 1 SIDE W/HORIZONTAL

9 TRANSOM W/SIDELIGHT(S) BOTH SIDES

10 TRANSOM W/SIDELIGHT(S) BOTH SIDES W/HORIZONTAL

11 FULL WIDTH TRANSOM W/SIDELIGHT(S) 1 SIDE

1X1 1 LIGHT WIDE AND 1 LIGHT HIGH

2X2 2 LIGHTS WIDE AND 2 LIGHTS HIGH

3X3 3 LIGHTS WIDE AND 3 LIGHTS HIGH

(NOTE: OTHER COMBINATIONS POSSIBLE)

OX FIXED PANEL, ACTIVE PANEL

OXO FIXED PANEL, ACTIVE PANEL, FIXED PANEL

OXX FIXED, ACTIVE, ACTIVE

OXXO FIXED, ACTIVE, ACTIVE, FIXED

OXXXXO FIXED, ACTIVE, ACTIVE, ACTIVE, ACTIVE, FIXED

HMS-2

LNV LOUVER NARROW VISION

NVNARROW VISION

NV2 NARROW VISION 2 LIGHT

NV3 NARROW VISION 3 LIGHT

NVCNARROW VISION CENTERED

RP2 RAISED PANEL 2 PANEL

RP4 RAISED PANEL 4 PANEL

RP6 RAISED PANEL 6 PANEL

RP8 RAISED PANEL 8 PANEL

VVISION

W WINDOWS (1 ROW)

WT WINDOWS THROUGHOUT

DOOR PANEL NAMING

DOOR FRAME NAMING NOTE: ACTUAL FRAMES MAY VARY FROM DESCRIPTIONS

BELOW, REFER TO FRAME TYPE ELEVATIONS

NOTE: ACTUAL PANELS MAY VARY FROM DESCRIPTIONS

BELOW, REFER TO PANEL TYPE ELEVATIONS

PANEL SUFFIXES

AL- ALUMINUM

AL-BL- ALUMINUM BORROWED LIGHT

AL-SL- ALUMINUM SLIDING

ALR- ALUMINUM REVOLVING

CW## CURTAINWALL

HMM- HOLLOW METAL MASONRY

HMM-BL- HMM BORROWED LIGHT

HMM-DE- HMM DOUBLE EGRESS

HMS- HOLLOW METAL STUD

HMS-BL- HMS BORROWED LIGHT

HMS-DE- HMS DOUBLE EGRESS

OC- OVERHEAD COILING

OS- OVERHEAD SECTIONAL

VL- VERTICAL LIFT

WD- WOOD

WD-BL- WOOD BORROWED LIGHT

WDP- WOOD POCKET

EXIST - EXISTING

FRAME SUFFIXES

ISOMETRIC DETAIL

VERTICAL STUDS @ 2' - 0" MAX

W/ GYPSUM BD 1' - 4" W/ GYPSUM LATH &

PLASTER DOUBLE STUDS FOR SUPPORTING CONC

BACKER BOARD

PROVIDE CONTINUOUS BRACING WHEN STUDS

EXCEED 10' - 0" & ARE FINISHED BOTH SIDES

JAMB ANCHOR CLIPS 3 PER SIDE -

COORDINATE W/ HINGE REINFORCEMENT

NOTE 1:

OMIT BRACE WHEN "D" DIMENSION IS LESS THAN 2' - 0"

FOR GYP BD. OR 16" FOR PLASTER PARTITION.

CRIPPLE STUD

DO NOT ANCHOR TO

BEARING STUD

GYP BD PANELS

CONTROL

JOINT

PROVIDE SOUND

DEADENING

WHERE REQ'D.

ISOMETRIC OF CONSTRUCTION JT.

SECTION A

DETAIL C

JAMB ANCHORS

(FURNISHED WITH FRAME)

DETAIL D

DOUBLE STUDS

JAMB ANCHOR

SHIM AS REQ'D

METAL

ANCHOR CLIP

METAL DOOR

FRAME

TERMINATED

STOP

UNO

SEC B

CONTROL JOINT.

BOTH SIDES OF

PARTITION

6" M

AX

DETAIL D

SEE DOOR SCHEDULE

VARIES

SHIM AS REQ'D

DETAIL C

VA

RI

ES

EQ

EQEQ

EQ

D

RUNNER

BET.

STUDS

MTL

DOOR

FRAME

A A

1/2" MIN

1/ 2"

M

IN

SECTION B

STUDWIDTH

FRAME FACE

MINUS 3/16"

KYKC

3/ 4"

M

IN

JAMB DEPTH

MINUS 3/16"

FRAME FACE

MINUS 3/16"3/

4"

M

IN

1/2" M

IN

5/8" M

AX

STUDWIDTH

3/ 4"

M

IN

GYPSUM CONTROL JOINT,

BOTH SIDES OF PARTITION

@ DOOR & BORROWED LIGHT

HEADS

FINISHED

FLOOR

HM-F

WD-F

WIDTH

OPENING

O

PE

NI

NG

H

EI

G

HT

FINISHED

FLOOR

HMS-1

O

PE

NI

NG

H

EI

G

HT

WIDTH

OPENING

FACE OF WALL

HM FRAME

CORRIDOR

SIDE

A

HEAD

HM FRAME

DOOR

- SEE OPENING

SCHEDULE

JAMBS

C

DOOR OR GLAZING / STOP

(SHOWN) AS

SCHEDULED -SEE

OPENING SCHEDULE

ROOM SIDE B

SEE NOTE 2

O N

PL

AN

2"

UN

O

TY

PE

SE

E

FR

AM

E

SE

E

NO

TE

TYPES UNO

SEE GPBD PTN

SEE NOTE 4

SEE GPBD PTN

5 3/4" AT MASONTY UNO

TYPES UNO

SEE GPBD PTN

5 3/4" AT MASONTY UNO

TY

PE

SE

E

FR

AM

E

TYPES UNO

SEE GPBD PTN

5 3/4" AT MASONTY UNO

TY

PE

SE

E

FR

AM

E

HM FRAME

DOOR

- SEE OPENING

SCHEDULE

1. 5/8" AT 20 MINUTE FIRE RATED FRAMES AND NON-RATED FRAMES, 3/4" AT FIRE RATED FRAMES OF 45

MINUTES AND ABOVE.

2. 5/8" AT 20 MINUTE FIRE RATED FRAMES AND NON-RATED FRAMES, 1" AT FIRE RATED FRAMES OF 45

MINUTES AND ABOVE.

3. FOR FRAMES IN GPBD PARTITIONS, VERIFY THAT THE FRAME THROAT DEPTH MATCHES THE PARTITION

THICKNESS.

4. 5 3/4" AT MASONRY OR DEEP GPBD WALL RECESSES WHERE FRAME DOES NOT WRAP THE WALL.

FRAME PROFILE NOTES:

2"

AS

S

CH

ED

HM FRAME

DOOR AS SCHED

METAL STUDS

GYP BD

NOTE:

1. FOR PARTITION THICKNESS SEE PLANS

AND PARTITION TYPES

2. SEE FOR FRAME PROFILE

INFORMATION.

/3 AS602

VARIES

AS

S

CH

ED

METAL STUDS

GYP BD

HM FRAME

DOOR AS SCHED

2"

METAL RUNNER

NOTE:

1. FOR PARTITION THICKNESS SEE PLANS

AND PARTITION TYPES

2. SEE FOR FRAME PROFILE

INFORMATION.

/3 AS602

TYPICAL PARTITION / WALL

18"

TYPICAL PARTITION / WALL11 251/256"

AUTOMATIC DOOR

OPERTATOR PUSH PAD

AUTOMATIC DOOR

OPERTATOR PUSH PAD

PUSH SIDE

PULL SIDE

DOOR

PERPENDICULAR PARTITION. SEE

PLAN

AUTOMATIC DOOR

OPERTATOR PUSH PAD

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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106TH STREET

DES MOINES IA 50322

BID DOCUMENT SUBMISSION

C U s e rs

\c z u p a n \D o c u m e n ts

\1

-A -R c z u p a n J A

M E

X .r v t

/2

/2

:5

:2

P

M

AS602

DOOR SCHEDULE AND

ELEVATIONS

PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 GJB

17639

OPENING SCHEDULE

VV OPENING PANEL INFORMATION FRAME INFORMATION

HD

W

G

RO

UP

FI

RE

L

AB

EL

(M

IN

G

AS

KE

T

EL

EC

TR

IC

AL

S

LA

BE

L

COMMENTSFROM ROOM NAME TO ROOM NAME NUMBER WIDTH HEIGHT

PANEL

TYPE

PANEL

GLAZING FRAME TYPE

FRAME

GLAZING

PASSAGE/ ANTE ROOM HAC BA-44C 3'-0" 7'-0" HM-F NONE HMS-1 NONE HW-5D DETAILS 1 & 2/AS602 SIM OFFICE MECHANICAL BA-70A 3'-6" 7'-0" HM-F NONE HMS-1 NONE HW-5 Y DETAILS 1 & 2/AS602. SOUND RATED

ANTE ROOM CORRIDOR BA-70B 3'-0" 7'-0" HM-F NONE HMS-1 NONE HW-5 Y DETAILS 1 & 2/AS602 ANTE ROOM HAC BA-70C 3'-0" 7'-0" HM-F NONE HMS-1 NONE HW-5A Y DETAILS 1 & 2/AS602 SIM

PREP/ ASEMBLY / STORAGE ANTE ROOM BB-18C 3'-0" 7'-0" EX NONE EXIST NONE HW-5D MODIFY EXISTING DOOR FOR NEW HARDWARE AS SCHEDULED STERILIZERS RECEIVING / DECONTAMINATION BB-20A 3'-10" 7'-0" HM-F NONE HMS-1 NONE HW-5 DETAILS 1 & 2/AS602

CLEAN STORAGE SCOPE PROCESSING BB-20B 4'-0" 7'-0" HM-F NONE HMS-1 NONE HW4G DETAILS 1 & 2/AS602 OFFICE CORRIDOR C006 4'-0" 7'-0" HM-F NONE HMS-1 NONE HW-13 EXISING TO BE REINSTALLED STAIR VESTIBULE S4-A 3'-0" 7'-0" EX NONE EXIST NONE HW-12H REMOVE AND IMMEDIATELY REPLACE DOOR HARDWARE AS SCHEDULED.

CORRIDOR STAIR S4-B 3'-0" 7'-0" EX NONE EXIST NONE HW-12H REMOVE AND IMMEDIATELY REPLACE DOOR HARDWARE AS SCHEDULED.

TEMP TRAILER CONNECTION VESTIBULE T-01 3'-8" 7'-0" HM-F NONE HMS-1 NONE HW-SH-5 90 Y Y Y

VESTIBULE T-01A 3'-6" 7'-0" HM-F NONE HMS-1 NONE HW-E4 FINISH DOOR AND FRAME P-4

NOT TO SCALE5 TYPICAL PARTITION CONTROL JOINT FRAMING AT DOORS

TYPES - PANELSTYPES - FRAMES

3" = 1'-0"3 HM FRAME PROFILES

1 1/2" = 1'-0"1 HM DOOR FRAME IN METAL STUD PARTITION - JAMB

1 1/2" = 1'-0"2 HM DOOR FRAME IN METAL STUD PARTITION - HEAD

3/4" = 1'-0"4 AUTOMATIC DOOR OPERATOR (ADO) CLEARANCES

CARD READER

- SEE ELECTRICAL

AND COMMUNICATION DRAWINGS

UN

O

3'- 0"

ACCESSIBLE MIRROR

1. SEE INTERIOR ELEVATIONS FOR

MIRROR SIZE

WALL CLOCK

-SEE ELECTRICAL DRAWINGS

CLOCK

ACCESSIBLE SOAP AND

HAND SANITIZER DISPENSER

TO OPERATOR

O

VE

R

CO

UN

TE

R

" M

AX

4'- 0"

M

AX

ACCESSIBLE PTD

TO TOWEL

SLOT

4'- 0"

M

AX

O

VE

R

CO

UN

TE

R

" M

AX

ACCESSIBLE LAV

" T

O R

EF

LE

CT

IV

E

SU

RF

AC

E

7'- 4"

2 GLOVE BOXES SHOWN,

REFER TO ELEV FOR

REQ'D QTY. ADDITIONAL

BOXES MOUNTED ABOVE

4'-6"/1370mm.

PROVIDE PARTITION BLOCKING

SHARPS CONTAINER

UN

O

4'- 6"

GLOVE BOX

ADDITIONAL

GLOVE BOXES

AS REQ'D

FLAT TV SCREEN/ MONITORS PC MOUNTING BRACKET

TV EO

UN

O

7'- 2"

UN

O

6'- 6"

EO & VD

BLOCKING

3'- 0"

EQ

EQ

EQ EQ

ADJUSTABLE

MONITOR

BRACKET

ADJUSTABLE VERTICAL SLIDE

MONITOR BRACKET

EMERGENCY SHOWER/EYEWASH

CL

EA

R

HE

AD

RO

O M

"-9

6"

" M

AX

" M

AX

" M

IN

7"-19"

SPRAY HEAD

WALL PHONE

TEL

4'- 4"

ACCESSIBLE LAVATORY BASIN/BATHROOMS

MIN

2'-6"

WALL AT RECESS

M

AX

2' -1

0"

TO

R

IM

M

AX

"T

O R

IM

LAVATORY

1. SEE PLAN FOR SPECIFIC LOCATION CONDITION

2. * KNEE CLEARANCE

3. SEE ACCESSIBLE MIRROR AT LAV FOR ADDITIONAL INFORMATION

WALL AT CORNER

SEE PLAN

EQ EQ

9" M

IN

"T

O R

IM

M

AX

17"-25" TOE CLEARANCE

"M

AX

8"MIN*

11"MIN*

25" MAX TO CONTROLS

HOUSEKEEPING/EVS CLOSET

UTILITY SHELF

SERVICE

RECEPTOR

WATER CONTROLS

MOP HOLDER

4'- 8"

MOP HOLDER

1. UTILITY SHELF 24" LONG UNO

2. WATER CONTROLS AND SERVICE RECEPTOR - SEE MECHANICAL

6'- 0"

3'- 0"

FIRE EXTINGUISHER CABINET

(FEC)

5' -0

" M

AX

TO

C

L O

F

HA

ND

LE

"M

AX

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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106TH STREET

DES MOINES IA 50322

BID DOCUMENT SUBMISSION

C U s e rs

\c z u p a n \D o c u m e n ts

\1

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M E

X .r v t

/2

/2

:5

:2

P

M

AS640

MOUNTING HEIGHTS PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 GJB

17639

TYPICAL MOUNTING HEIGHTS

BB-20

RECEIVING /

DECONTAMINATION

BA-44

PASSAGE/

ANTE ROOM

BA-44A

WOMANS

LOCKER

BA-44B

MENS

LOCKER

BB-21

CART LIFT

S-3

MACHINE

BA-42

STORAGE

BB-18A

MANUAL

CART WASH

BB-18B

CART WASH

C002

CORRIDOR

BB-18C

PREP/

ASEMBLY /

STORAGE

BB-18E

LOW TEMP

STERILIZERS

C006

CORRIDOR

BA-72

MECHANICAL

STAIR

BB-20A

STERILIZERS

BB-20B

SCOPE

PROCESSING

FN1

FN1

EXIST

EXIST

EXIST

EX

IS

T

EX

IS

T

EX

IS

T

EXIST

EX

IS

T

CG-1

CG-1

CG-1

CG-1

CG-1

CG-1

C-1 EXIST

EX

IS

T

EX

IS

T

WSF-1

BA-70A

MECHANICAL

BA-70

OFFICE

BB-15

CLEAN

STORAGE

EXIST

EXIST

EX

IS

T

EXISTWSF-1

BA-70C

HAC

BA-44C

HAC

PT-1 EXIST

PT

-1

BA-70B

ANTE ROOM

SEE MEP FOR WORK IN THIS AREA

FN2

FN2FN3

FN3

FN4

FN5

FN6

BA-70

OFFICE

CG-1

CG-1 CG-1

CG-1 CG-1

CG-1 CG-1

CG-1

FN7 FN7

WP-1

WP-1

WP-1

WP-1

W P-

WP-1

W P-

W P-

WP-1

WP-1

WP-1

WP-1

W P-

WP-1

WP-1

W P-

W P-

ROOM FINISH LEGEND &

ABBREVIATIONS

MATERIAL INSTALL

DIRECTION

KEYNOTECORNER GUARD

WALL

PROTECTION

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

CG

VCTCPT

AF10

ACT ACOUSTICAL CEILING (TILE)

C CONCRETE SEALER

CG CORNER GUARD

CR CRASH RAIL

GWB (SC) GYPSUM WALLBACK SYSTEMS (SPECIAL COATING)

P PAINT

PLAM PLASTIC LAMINATE

PT PORCELAIN TILE (FLOOR AND BASE)

RB RESILIENT BASE

SC SPECIAL COATING

TER TERRAZZO, POURED

TS TRANSITION STRIP

VCT VINYL COMPOSITE TILE

WP WALL PROTECTION

WSF WELDED SEAM SHEET FLOORING (HEAT WELDED WITH ROD)

FLOOR FINISH

TRANSITION

1. REFER TO PROJECT MATERIALS SCHEDULE ON SHEET AF600 FOR SPECIFIC PRODUCT

SELECTION BASIS OF DESIGN AND OTHER REQUIREMENTS

2. FIELD FINISH VENTS, GRILLES, ACCESS PANELS, PLUG STRIP, BASEBOARD RADIATION

ENCLOSURES, ELECTRICAL PANEL BOARDS (IN FINISHED SPACES) TO MATCH SURFACE ON

WHICH THEY OCCUR UNLESS OTHERWISE INDICATED. EXCEPTION: ITEMS WITH FACTORY

WHITE FINISH, OCCURRING ON WHITE ACT OR WHITE GYPSUM BOARD CEILING MUST NOT BE

PAINTED. STAINLESS STEEL ITEMS MUST NOT BE PAINTED

3. FIELD VERIFY ALL NEW CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO

INSTALLATION

4. LOCATE CHANGES IN FLOOR FINISH MATERIAL UNDER CENTERLINE OF CLOSED DOOR

UNLESS OTHERWISE INDICATED

5. PROVIDE CLEAR SILICONE SEALANT AT PERIMETER OF PLUMBING FLOOR DRAINS, CLEAN

OUTS, ETC IN RESILIENT AND CERAMIC TILE FLOORS

6. PROVIDE SEALANT TO HORIZONTAL AND VERTICAL INTERIOR CERAMIC TILE CORNERS,

COLOR TO MATCH GROUT COLOR

7. PROVIDE SEALANT AT JOINT BETWEEN COUNTER TOP, BACK OR SIDE SPLASH AND WALLS

8. PROVIDE CLEAR SILICONE SEALANT AT THE BASE OF DOOR FRAME TO RESILIENT AND CT

FLOORING, TYP. SEE PLANS AND ROOM FINISH SCHEDULE FOR FLOOR FINISH LOCATIONS

9. HOLLOW METAL DOORS AND FRAMES TO BE PAINTED P-1, UNLESS NOTED OTHERWISE IN THE

OPENING SCHEDULE

10. WOOD: PRE-FINISHED TO MATCH BUILDING STANDARD, REFER TO SPECIFICATION

11. CEILING MATERIALS/FINISHES CALLED OUT IN ROOM FINISH SCHEDULE ARE FOR ENTIRE

CEILING OR MAJORITY OF THAT ROOM, UNLESS OTHERWISE INDICATED. SEE REFLECTED

CEILING PLAN FOR CHANGES IN CEILING MATERIAL AND CEILING HEIGHT. PAINT ALL

SURFACES OF SOFFIT SAME COLOR AS INDICATED

12. COLOR SELECTIONS ARE BASED ON USE OF PRODUCTS INDICATED IN THE PROJECT

MATERIAL SCHEDULE. IF MANUFACTURERS OTHER THAN THOSE INDICATED ARE USED,

ARCHITECT MAY REVISE COLOR SELECTIONS OF OTHER FINISHES TO ENSURE PROPER

COORDINATION

13. CEILING HEIGHTS ARE MEASURED FROM FINISH FLOOR

14. FOR FLOOR FINISH MATERIALS AND PATTERN, SEE FINISH PLAN

15. SEE INTERIOR ELEVATIONS ON SHEET AS211 AND AS212 FOR MORE FINISH INFO

FINISH PLAN GENERAL NOTES

FINISH PLAN KEYED NOTES

NOTE: NOT ALL KEYED NOTES MAY BE USED ON EACH PLAN

FN1

EXISTING TERRAZZO FLOORING, PATCH TO MATCH EXISTING AS

REQUIRED, TER-1. SEE MECHANICAL AND STRUCTURAL FOR AREAS OF

FLOOR REMOVAL AND ADDITIONAL INFORMATION.

FN2 PATCH TO MATCH EXISTING VCT AND RESILIENT BASE AS REQUIRED, VCT-1

AND RB-1

FN3 REPLACE EXISTING FLOOR FINISH TRANSITION WITH TS-1

FN4 PATCH TO MATCH EXISTING PORCELAIN FLOOR TILE AS REQUIRED, PT-3.

PATCH TO MATCH EXISTING CERAMIC WALL TILE AS REQUIRED, PT-2

FN5 REINSTALL SALVAGED CORNERGUARD

FN6 FEATHER FINISH UNDERLAYMENT AS REQUIRED TO EXISTING TERRAZZO

FINISH FLOOR

FN7 FURNISH AND INSTALL NEW CORNER GUARDS (CG-1), WALL PROTECTION

(WP-1), AND CRASH RAILS (CR-1) AT EXISTING COLUMN

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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106TH STREET

DES MOINES IA 50322

BID DOCUMENT SUBMISSION

C U s e rs

\c z u p a n \D o c u m e n ts

\1

-A -R c z u p a n J A

M E

X .r v t

/2

/2

:5

:2

P

M

AF101

LOWER LEVEL FINISH PLAN PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 CEZ CEZ

17639

1/4" = 1'-0"1 LOWER LEVEL FINISH PLAN

0 4' 8'2'

UP

ROOM FINISH LEGEND &

ABBREVIATIONS

MATERIAL INSTALL

DIRECTION

KEYNOTECORNER GUARD

WALL

PROTECTION

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

CG

VCTCPT

AF10

ACT ACOUSTICAL CEILING (TILE)

C CONCRETE SEALER

CG CORNER GUARD

CR CRASH RAIL

GWB (SC) GYPSUM WALLBACK SYSTEMS (SPECIAL COATING)

P PAINT

PLAM PLASTIC LAMINATE

PT PORCELAIN TILE (FLOOR AND BASE)

RB RESILIENT BASE

SC SPECIAL COATING

TER TERRAZZO, POURED

TS TRANSITION STRIP

VCT VINYL COMPOSITE TILE

WP WALL PROTECTION

WSF WELDED SEAM SHEET FLOORING (HEAT WELDED WITH ROD)

FLOOR FINISH

TRANSITION

1. REFER TO PROJECT MATERIALS SCHEDULE ON SHEET AF600 FOR SPECIFIC PRODUCT

SELECTION BASIS OF DESIGN AND OTHER REQUIREMENTS

2. FIELD FINISH VENTS, GRILLES, ACCESS PANELS, PLUG STRIP, BASEBOARD RADIATION

ENCLOSURES, ELECTRICAL PANEL BOARDS (IN FINISHED SPACES) TO MATCH SURFACE ON

WHICH THEY OCCUR UNLESS OTHERWISE INDICATED. EXCEPTION: ITEMS WITH FACTORY

WHITE FINISH, OCCURRING ON WHITE ACT OR WHITE GYPSUM BOARD CEILING MUST NOT BE

PAINTED. STAINLESS STEEL ITEMS MUST NOT BE PAINTED

3. FIELD VERIFY ALL NEW CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO

INSTALLATION

4. LOCATE CHANGES IN FLOOR FINISH MATERIAL UNDER CENTERLINE OF CLOSED DOOR

UNLESS OTHERWISE INDICATED

5. PROVIDE CLEAR SILICONE SEALANT AT PERIMETER OF PLUMBING FLOOR DRAINS, CLEAN

OUTS, ETC IN RESILIENT AND CERAMIC TILE FLOORS

6. PROVIDE SEALANT TO HORIZONTAL AND VERTICAL INTERIOR CERAMIC TILE CORNERS,

COLOR TO MATCH GROUT COLOR

7. PROVIDE SEALANT AT JOINT BETWEEN COUNTER TOP, BACK OR SIDE SPLASH AND WALLS

8. PROVIDE CLEAR SILICONE SEALANT AT THE BASE OF DOOR FRAME TO RESILIENT AND CT

FLOORING, TYP. SEE PLANS AND ROOM FINISH SCHEDULE FOR FLOOR FINISH LOCATIONS

9. HOLLOW METAL DOORS AND FRAMES TO BE PAINTED P-1, UNLESS NOTED OTHERWISE IN THE

OPENING SCHEDULE

10. WOOD: PRE-FINISHED TO MATCH BUILDING STANDARD, REFER TO SPECIFICATION

11. CEILING MATERIALS/FINISHES CALLED OUT IN ROOM FINISH SCHEDULE ARE FOR ENTIRE

CEILING OR MAJORITY OF THAT ROOM, UNLESS OTHERWISE INDICATED. SEE REFLECTED

CEILING PLAN FOR CHANGES IN CEILING MATERIAL AND CEILING HEIGHT. PAINT ALL

SURFACES OF SOFFIT SAME COLOR AS INDICATED

12. COLOR SELECTIONS ARE BASED ON USE OF PRODUCTS INDICATED IN THE PROJECT

MATERIAL SCHEDULE. IF MANUFACTURERS OTHER THAN THOSE INDICATED ARE USED,

ARCHITECT MAY REVISE COLOR SELECTIONS OF OTHER FINISHES TO ENSURE PROPER

COORDINATION

13. CEILING HEIGHTS ARE MEASURED FROM FINISH FLOOR

14. FOR FLOOR FINISH MATERIALS AND PATTERN, SEE FINISH PLAN

15. SEE INTERIOR ELEVATIONS ON SHEET AS211 AND AS212 FOR MORE FINISH INFO

FINISH PLAN GENERAL NOTES

T-01

TEMP

TRAILER

CONNECTION

STAIR

BD-47

ENG

BD-50B

ENG CHIEF

BD-50

ENGINEERING

T-01A

VESTIBULE

EX

IS

TI

NG

W

SF

-1

WSF-1

WSF-1

W

SF

-1 W

SF

-1

WSF-1

WSF-1WSF-1

CG-1

CG-1

CG-1

CG-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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106TH STREET

DES MOINES IA 50322

BID DOCUMENT SUBMISSION

C U s e rs

\c z u p a n \D o c u m e n ts

\1

-A -R c z u p a n J A

M E

X .r v t

/2

/2

:5

:2

P

M

AF102

LOWER LEVEL FINISH PLAN - TEMP

TRAILER

PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 CEZ CEZ

17639

1/4" = 1'-0"1 LOWER LEVEL FINISH PLAN - TEMP TRAILER

0 4' 8'2'

TOP CAP

DIVIDER BAR

INSIDE CORNER

GYPSUM

TOP CAP

IPC RIGID SHEET

GYPSUM

DIVIDER BAR

IPC RIGID SHEET

GYPSUM

INSIDER CORNER

IPC RIGID SHEET

VINYL CRASH RAIL.

SEE PLANS AND

ELEVATIONS. MATCH

EXISTING HEIGHT

WALL PROTECTION- AS

SCHEDULED. SEE DETAIL FOR

TRIM DETAILS FOR ADDITIONAL

INFORMAION

FLOOR FINISH AS

SCHEDULED

WALL FINISH AS SCHEDULED

VINYL CRASH RAIL.

SEE PLANS AND

ELEVATIONS. MATCH

EXISTING HEIGHT

SEALANT ALL SIDES

OF CRASH RAIL, TYP

SEALANT ALL SIDES

OF CRASH RAIL, TYP

EQ EQ

DR (WHERE APPLICABLE)

EXISTING AND NEW RESIL FLG

TRANSITION STRIP, TS-2CONCRETE

FLOOR

CONC SLAB

EQ EQ

DR (WHERE APPLICABLE)

EXISTING TERRAZZO FLG

CONC SLAB

DOOR

RESIL FLG AS SPECIFIED

SEALED CONCRETE TO EXISTING RESIL FLG

CL

DOOR

CL

RESIL FLG TO TERRAZZO FLG

PORCELAIN TILE AS SPECIFIED

TRANSITION STRIP, TS-1

RESILIENT FLOORING AS

SPECIFIED

CONC SLAB

RESIL FLG TO PORCELAIN TILE

EQ EQ

DOOR

CL

DR (WHERE APPLICABLE)

TRANSITION STRIP, TS-3

FEATHER FINISH

UNDERLAYMENT AS REQUIRED

EQ EQ

DR (WHERE APPLICABLE)

RESIL FLG AS SPECIFIED

TRANSITION STRIP, TS-4

CONC SLAB

CPT TO RESIL FLG

DOOR

CL

RESIL FLG AS SPECIFIED

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

DESIGNER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

2882 106TH STREET

DES MOINES IA 50322

BID DOCUMENT SUBMISSION

C U s e rs

\c z u p a n \D o c u m e n ts

\1

-A -R c z u p a n J A

M E

X .r v t

/2

/2

:5

:3

P

M

AF600

MATERIAL AND ROOM FINISH

SCHEDULE AND DETAILS

PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 CEZ CEZ

17639

ROOM FINISH SCHEDULE

NO. NAME FLOOR FINISH BASE FINISH

WALL FINISH

CEILING FINISH REMARKSNORTH EAST SOUTH WEST

BA-44 PASSAGE/ ANTE ROOM EXIST/VCT-1 EXIST/RB-1 SC-1 SC-1 SC-1 SC-1 EXIST FINAL COLOR SELECTIONS TO BE APPROVED DURING SHOP DRAWING REVIEW

BA-44B MENS LOCKER EXIST/PT-3 EXIST/PT-3 P-3 P-3 P-3 P-3 EXIST

BA-44C HAC PT-1 PT-1 PT-2/P-2 PT-2/P-2 PT-2/P-2 PT-2/P-2 EXPOSED PT-2 TO 4'-10"

BA-70 OFFICE EXIST/VCT-1 EXIST/RB-1 P-3 P-3 P-3 P-3 EXIST

BA-70A MECHANICAL C-1 RB-1 P-2 P-2 P-2 P-2 EXPOSED

BA-70B ANTE ROOM WSF-1 WSF-1 WP-1/SC-1 WP-1/SC-1 WP-1/SC-1 WP-1/SC-1 ACT-1 WP-1 TO 4'-0"

BA-70C HAC PT-1 PT-1 PT-2/P-2 PT-2/P-2 PT-2/P-2 PT-2/P-2 EXPOSED PT-2 TO 4'-10"

BB-18C PREP/ ASEMBLY / STORAGE EXIST/TER-1 EXIST/TER-1 EXIST/WP-1/SC-1 WP-1/SC-1 EXIST/WP-1/SC-1 EXIST GWB (SC-1) WP-1 TO 4'-0" BB-20 RECEIVING / DECONTAMINATION EXIST/TER-1 EXIST/TER-1 EXIST WP-1/SC-1 WP-1/SC-1 WP-1/SC-1 GWB (SC-1) WP-1 TO 4'-0" BB-20A STERILIZERS EXIST EXIST WP-1/SC-1 WP-1/SC-1 WP-1/SC-1 WP-1/SC-1 GWB (SC-1) WP-1 TO 4'-0" BB-20B SCOPE PROCESSING EXIST EXIST WP-1/SC-1 WP-1/SC-1 WP-1/SC-1 WP-1/SC-1 GWB (SC-1) WP-1 TO 4'-0"

C006 CORRIDOR EXIST EXIST P-3 P-3 P-3 P-3 EXIST

T-01 TEMP TRAILER CONNECTION WSF-1 WSF-1 WP-1/SC-1 WP-1/SC-1 WP-1/SC-1 WP-1/SC-1 ACT-1 WP-1 TO 4'-0" T-01A VESTIBULE WSF-1 WSF-1 WP-1/SC-1 WP-1/SC-1 WP-1/SC-1 WP-1/SC-1 ACT-1 WP-1 TO 4'-0"

ROOM FINISH SCHEDULE - TEMP TRAILER

NO. NAME FLOOR FINISH BASE FINISH

WALL FINISH

CEILING FINISH REMARKSNORTH EAST SOUTH WEST

T-01 TEMP TRAILER CONNECTION WSF-1 WSF-1 WP-1/SC-1 WP-1/SC-1 WP-1/SC-1 WP-1/SC-1 ACT-1 WP-1 TO 4'-0" T-01A VESTIBULE WSF-1 WSF-1 WP-1/SC-1 WP-1/SC-1 WP-1/SC-1 WP-1/SC-1 ACT-1 WP-1 TO 4'-0"

12" = 1'-0"1 RIGID WALL PROTECTION - DETAILS

3" = 1'-0"2 SECTION AT CRASH RAIL & WALL PROTECTION

6" = 1'-0"3 FLOORING TRANSITION STRIPS

CG-1 CORNER GUARDS INPRO 160 HIGH IMPACT CORNER GUARD PEBBLE GRAY 0387 FULL HEIGHT

CR-1 CRASH RAIL INPRO 1400 WALL GUARD PEBBLE GRAY 0387 4"

10 26 00

WP-1 WALL PROTECTION PROTEK SYSTEMS WCWH-80 SEAMLESS VINYL WHITE 48" X 96" 0.080" THICK, INSTALL TO 60"

09 96 00

SC-1 SPECIALTY COATING SHERWIN WILLIAMS

PRO INDUSTRIAL PRE-CATALYZED WATERBASED

EPOXY SW 7631 CITY LOFT

C-1 CONCRETE SEALER ARDEX ARDEX CG CONCRETE GUARD CLEAR

P-4 PAINT SHERWIN WILLIAMS PRO INDUSTRIAL DTM ACRYLIC SEMI-GLOSS SW7527 NANTUCKET DUNE EXTERIOR DOOR T-01A

P-3 PAINT SHERWIN WILLIAMS PROMAR 200 EGGSHELL PATCH TO MATCH

FINAL COLOR SELECTIONS TO BE APPROVED DURING

SHOP DRAWING REVIEW

P-2 PAINT SHERWIN WILLIAMS PROMAR 200 EGGSHELL SW 7631 CITY LOFT

09 91 00

P-1 PAINT SHERWIN WILLIAMS PRO INDUSTRIAL DTM ACRYLIC SEMI-GLOSS SW 7025 BACKDROP HOLLOW METAL DOORS AND FRAMES

09 66 13

TER-1 TERRAZZO FLOORING TERROXY TM #21-1966 A2465

FINISH TO BE FIELD VERIFIED BY MANUFACTURER TO

MATCH EXISTING

09 65 19

VCT-1 VINYL COMPOSITION TILE ARMSTRONG STANDARD EXCELON IMPERIAL TEXTURE PEARL WHITE 51803 12" x 12"

09 65 16

WSF-1 WELDED SEAM SHEET FLOORING MANNINGTON BIOSPEC ARMOR TANNENBAUM OR101 6' 6"

WELD ROD: 842240 BALSAM FIR

IDEAL BASE: 244 OFF WHITE

09 65 13

RB-1 RESILIENT BASE TARKETT JOHNSONITE TRADITIONAL VINYL 1/8" PEPPERCORN TB1 4"

09 51 00

ACT-1 ACOUSTICAL CEILING TILE ARMSTRONG CLEAN ROOM VL UNPERFORATED WHITE 24" X 24" GRID: CO-EXTRUDED CLEAN ROOM

PT-3 PORCELAIN TILE DALTILE KEYSTONES MOSAIC SUEDE GRAY D182 - MATTE 2" X 2" GROUT: MAPEI KERAPOXY #93 WARM GRAY

CERAMIC TILE DALTILE COLOR WHEEL CLASSIC - COVE BASE ARCTIC WHITE 0190 4" X 4" GROUT: MAPEI KERAPOXY #38 AVALANCHEPT-2

CERAMIC TILE DALTILE COLOR WHEEL CLASSIC ARCTIC WHITE 0190 4" X 4" GROUT: MAPEI KERAPOXY #38 AVALANCHE

09 30 13

PT-1 PORCELAIN TILE DALTILE PORTFOLIO DOVE GREY PF04 - MATTE 12" X 24" GROUT: MAPEI KERAPOXY #93 WARM GRAY

TR-1 TILE TRIM TRANSITION STRIP SCHLUTER JOLLY EB- BRUSHED STAINLESS STEEL TBD BY INSTALLER

TS-4 TRANSITION STRIP MANNINGTON FUSION TRANSITION STRIP SKY GRAY 663 TBD BY INSTALLER

TS-3 METAL TRANSITION STRIP SCHLUTER VINPRO-S BRUSHED CHROME ANODIZED TBD BY INSTALLER

TS-2 METAL TRANSITION STRIP POWERHOLD BEVEL CAP EN TBD BY INSTALLER

09 30 00

TS-1 METAL TRANSITION STRIP SCHLUTER RENO-U EB- BRUSHED STAINLESS STEEL TBD BY INSTALLER

SPEC NO. CODE MATERIAL MANUFACTURER STYLE COLOR SIZE REMARKS

MATERIAL SCHEDULE

SIGNAGE GENERAL NOTES

1. ALL SIGNAGE IDENTIFYING PERMANENT ROOMS MUST COMPLY WITH 2010

STANDARD FOR ACCESSIBLE DESIGN AND THE FARGO VA SIGNAGE STANDARD.

2. ALL PERMANENT ROOM SIGNAGE TO HAVE TOP SECTION RAISED TEXT AND LOWER

SECTION BRAILLE. BRAILLE TO BE GRADE 2.

3. ALL SIGNS TO BE MOUNTED ON LATCH SIDE OF DOOR UNLESS NOTED OTHERWISE.

IF NO SPACE EXISTS ON LATCH SIDE MOUNT SIGN TO THE NEAREST ADJACENT

WALL.…