Attachment C2 - Drawings-R1_Part2 - 437-CIS-241 - 21 Pages.pdf

CUT WIDTHS - TYPICAL

CONTRACTOR TO VERIFY SLAB

S301

________________________________________________________________________________ TYP.

PASSAGE/

ANTE ROOM

BA-44

S-3

MACHINE

BB-21

OFFICE

BA-70

RECEIVING/

DECONTAMINATION

BB-20

SCOPE

PROCESSING

BB-20B

STERILIZERS

BB-20A

PREP/

ASSEMBLY/

STORAGE

BB-18C

MECHANICAL

BA-70A

CORRIDOR

C006

HAC

BA-70B

CONTRACTOR TO VERIFY SLAB

CUT WIDTHS - TYPICAL

S301

TYP.

PASSAGE/

ANTE ROOM

BA-44

S-3

MACHINE

BB-21

OFFICE

BA-70

RECEIVING/

DECONTAMINATION

BB-20

SCOPE

PROCESSING

BB-20B

STERILIZERS

BB-20A

PREP/

ASSEMBLY/

STORAGE

BB-18C

MECHANICAL

BA-70A

CORRIDOR

C006

HAC

BA-70B

A B C D

8'

1/

2"

6'

0"

5' - 0"

5' - 0"

S301

EXISTING RETAINING

WALL - VERIFY

EXISTING RETAINING

WALL - VERIFY

1 1

KEYNOTES:

1 NEW RETAINING WALL SHALL BE CONSTRUCTED

USING THE EXISTING RETAINING BLOCK ON SITE. SEE

CIVIL DRAWINGS FOR SPECIFICATIONS.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

BID DOCUMENT SUBMISSION

FULLY SPRINKLERED

C U s e rs \J

B u e rm a n n \D o c u m e n ts \1

S

R

V T jb u e rm a n n S

R X

R

.r v t

/1

/2

:4

:4

P

M

SLAB CUTTING PLAN PERFORM SITE PREP FOR SPS

EQUIPMENT

FARGO, ND

1/22/2025 EW JB

437-CSI-241 S102

437-CSI-241

1. VERIFY ALL DIMENSIONS WITH CIVIL & ARCHITECTURAL DRAWINGS.

2. SEE S001 FOR GENERAL STRUCTURAL NOTES.

3. REMOVE & REPLACE CONCRETE SLAB ON GRADE AND EXCAVATE FOR

PLUMBING AS REQUIRED. IF DEEP TRENCHES ARE REQUIRED,

CONTRACTOR SHALL ASSUME MINIMUM OF 4 FOOT WIDE SLAB REMOVAL

AND TRENCH WIDTHS. CONTRACTOR SHALL USE TRENCH BOXES OR

HAND SHORING TO PREVENT SOIL STABILITY CONCERNS & OVER

EXCAVATION. IF BOTTOM OF TRENCH IS LOWER THAN BOTTOM OF ANY

EXISTING FOOTINGS IT NEEDS TO BE A MINIMUM OF 2:1 SLOPE AWAY

FROM BOTTOM EDGE OF EXISTING FOOTING. SEE DETAIL 1/S301 FOR

CONCRETE SLAB REPLACEMENT.

4. = EXTENT OF SLAB REMOVAL. VERIFY.

5. SEE PD-101 FOR THE "PLUMBING UNDERGROUND - SANITARY DEMOLITION

PLAN". THIS IS TO BE COORDINATED WITH 1/S102.

6. SEE PL-101 FOR THE "PLUMBING LOWER LEVEL - UNDERGROUND

SANITARY PLAN". THIS IS TO BE COORDINATED ON 2/S102

7. PLAN 3/S102 - "STOOP RESTORATION PLAN", SHALL OCCUR ONCE THE

TEMPORARY ENCLOSURE IS DONE BEING USED AND THE SITE IS

BROUGHT BACK TO ORGINAL CONDITIONS.

SHEET NOTES:

2882 106TH STREET

DES MOINES IA 50322

1/8" = 1'-0"1

SLAB CUTTING PLAN - PLUMBING UNDERGROUND - SANITARY DEMOLITION PLAN

0 8' 16'4' 1/8" = 1'-0"2

SLAB CUTTING PLAN - PLUMBING LOWER LEVEL - UNDERGROUND SANITARY PLAN

0 8' 16'4'

1/4" = 1'-0"

STOOP RESTORATION PLAN

0 8' 16'4'

Revisions: Date:

1-22-2025

EXISTING WALL

TEMPORARY SPS TRAILER

SEE ARCH

A B C ED F

S401

S401

S401

S401

S401

S401

S401

S401

S401

S401

S401

S401

S401

________________________________________________________________________________5'

0"

5' - 0"

TYP @ EXT.

8' - 0 1/4" 4' - 3 3/4" 7' - 0 1/4" 5' - 6 1/2" 2 7/16"

24' - 10 3/4"

8'

1/

2"

6'

0"

1/ 2"

TYP. @

EXTERIOR

SW1

SW2

SEE ARCH

SW1

SW1

TYP. @

EXTERIOR

SW1

SW1

'-4

O .C

3/

4" x

1/ 4"

L V

L F

LO

O

R J

O

IS

T S

B

'-4

O .C

2x

F

LO

O R

J O

IS

T

S

'-0

O .C

2x

F

LO

O R

J O

IS

T

S

TYP. @

EXTERIOR

SW1

SW1

HD2

HD2

HD2

HD2

HD1

HD1

HD1

HD1

HD1

HD1

HD1

HD1

1/

2"

NEW RETAINING WALL -

SEE CIVIL DRAWINGS

FOR SPECIFICATIONS

12' - 6 3/4"

EXISTING RETAINING

WALL - VERIFY

NEW RETAINING WALL -

SEE CIVIL DRAWINGS FOR

SPECIFICATIONS

EXISTING RETAINING

WALL - VERIFY

(1'-0" MIN. @ BASE)

SEE CIVIL

KEYNOTES:

1 RAMP TO BE BUILT ON TOP OF FLOOR DECK WITH

2-2x8 RAMP JOISTS @ 2'-0" O.C. THE MAXIMUM SPAN OF THE 2-2x8 JOIST IS 8'-0". PROVIDE 2x STUD WALL TO REDUCE SPAN OF 2-2x8 RAMP JOISTS. SEE ARCH

FOR SLOPE AND DIMENSIONS. S.D. 17/S401, 18/S401,

19/S401.

2 MECH/ELEC PENETRATION - SEE ARCH FOR FINAL

LOCATION.

3 2x12 FLOOR JOIST SHALL FRAME INTO "B1" WITH

SIMPSON "LUS28" FACEMOUNT HANGER.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

BID DOCUMENT SUBMISSION

FULLY SPRINKLERED

C U s e rs \J

B u e rm a n n \D o c u m e n ts \1

S

R

V T jb u e rm a n n S

R X

R

.r v t

/1

/2

:4

:4

P

M

SECOND FLOOR FRAMING PLAN PERFORM SITE PREP FOR SPS

EQUIPMENT

FARGO, ND

1/22/2025 EW JB

437-CSI-241 S201

437-CSI-241

1. VERIFY ALL DIMENSIONS WITH CIVIL & ARCHITECTURAL DRAWINGS.

2. SEE SHEET S001 FOR GENERAL STRUCTURAL NOTES.

3. B# / H# - BEAM / HEADER MARK - SEE BEAM / HEADER SCHEDULE ON THIS

SHEET.

4. SW# - SHEAR WALL TYPE MARK (BELOW) - SEE SHEARWALL SCHEDULE

ON THIS SHEET.

5. ALL STRUCTURAL BEARING "INTERIOR" & "EXTERIOR" STUD WALLS SHALL

BE 2x6 DFL-#2 OR BETTER @ 1'-4" O.C. (U.O.N.) WITH DFL-#2 OR BETTER

DOUBLE TOP PLATE & SOLE PLATE.

6. FLOOR SHEATHING TO BE 3/4", TONGUE & GROOVE, APA RATED

SHEATHING WITH A 48/24 SPAN RATING.

7. HD# - HOLDOWN MARK - SEE HOLDOWN SCHEDULE ON THIS SHEET.

8. FINAL LOCATION OF TEMPORARY SPS TRAILER SHALL BE FIELD VERIFIED.

FINAL DIMENSIONS OF WOOD TEMPORY ENCLOUSURE WILL CHANGE

BASED ON TRAILER LOCATION. NOTIFY STRUCTURAL ENGINEER IF

ROOF/FLOOR JOIST SPANS INCREASE.

9. ALL LUMBER SHALL BE FIRE-RETARDANT LUMBER.

SHEET NOTES:

1/4" = 1'-0"

SPS TRAILER ENCLOSURE - LOWER LEVEL FRAMING PLAN

0 4' 8'2'

2882 106TH STREET

DES MOINES IA 50322

Schedule - Shearwall MARK SHEATHING # OF SIDES PERIMETER NAILING SOLE PLATE FASTENING ANCHOR BOLT FASTENING

SW1 7/16" RATED 1 0.131" DIA. x 2 1/2 @ 6" O.C. 2 - ROWS 0.162" DIA. x 3 1/2" @ 1'-0" O.C. 5/8" DIA. @ 4'-0" O.C.

SW2 7/16" RATED 1 0.131" DIA. x 2 1/2 @ 4" O.C. 2 - ROWS 0.162" DIA. x 3 1/2" @ 8" O.C. 5/8" DIA. @ 3'-0" O.C.

Schedule - Beams & Headers

MARK BEAM / HEADER SIZE

JACK

STUD #

KING

STUD #

COMMENTS

B1 2 - 2x12 -- -- S.D. 2/S401

H1 3 - 2x8 2 1 S.D 3/S401

H2 3 - 2x10 2 1 S.D. 3/S401

SHEARWALL SCHEDULE NOTES:

1. FASTENERS SHALL BE A MINIMUM 0.131" DIA. x 2 1/2' COMMON OR GALVANIZED (HOTDIPPED) BOX

NAILS OR #10 SCREWS.

2. BACK ALL PANEL EDGES WITH 2x BLOCKING MINIMUM.

3. GYPSUM & RATED SHEATHING PANEL EDGES TO BE FASTENED AS NOTED. INTERMEDIATE

SUPPORTS SHALL BE FASTENED @ 1'-0" O.C.

4. WHERE PANELS ARE APPLIED ON 2 - SIDES OF WALL PANEL JOISTS SHALL BE OFFSET TO FALL

ON DIFFERENT FRAMING MEMBERS. ALTERNATIVLEY WHERE PANEL JOINTS CAN NOT BE

STAGGERED THE WIDTH OF THE FACE OF FRAMING MEMBERS SHALL BE 3" NOMINAL OR

GREATER AT ADJOINING PANEL EDGES WITH PANEL EDGE NAILING STAGGERED.

5. 7/16" RATED SHEATHING SHALL BE EXPOSURE NO.1, WITH A 24/16 SPAN RATING. 19/32" RATED

SHEATHING SHALL BE EXPOSURE NO. 1, WITH A 32/16 SPAN RATING.

6. SHEATHING TO EXTEND FROM THE FLOOR TO THE FLOOR OR ROOF SHEATHING ABOVE.

7. AS A BASIS OF DESIGN, ANCHOR BOLTS FOR SHEARWALLS SHALL BE SIMPSON "TITEN HD"

SCREW ACNHORS WITH A MINIMUM OF 3 1/4" EMBED U.O.N.

8. AS A BASIS OF DESIGN, 2x6 WALLS SHALL HAVE SIMPOSN "BPS 5/8-6" BEARING PLATE WASHER AT

EACH ANCHOR BOLT.

BEAM / HEADER SCHEDULE NOTES:

1. PROVIDE SIMPSON "LUS28-2" FACEMOUNT HANGER AT EACH END OF "B1".

"B1" SHALL FRAME INTO FLOOR JOISTS AT BOTH SIDES.

Schedule - Holdowns

MARK HOLDOWN TYPE

ANCHOR

POST SIZE

ANCHOR

BOLT SIZE

"E" MINIMUM

EMBED DEPTH

COMMENTS

HD1 1 - SIMPSON DTT2Z 2 - 2x6 1/2" DIA. 6" S.D. 5/S301

HD2 1 - SIMPSON HDU8 3 - 2x6 7/8" DIA. 6" S.D. 5/S301

HOLDOWN SCHEDULE NOTES:

1. ALL ANCHOR POSTS TO BE DF-L. #2 GRADE U.O.N.

2. ALL "HD" HOLDOWN ANCHOR BOLTS MAY BE INJECTION ADHESIVE ANCHORS U.O.N.

3. ANCHOR BOLT NUTS TO BE SNUG TIGHT PLUS 1/2 TURN.

4. PROVIDE 3" x 3" x .229" WASHER BETWEEN SILL PLATE & NUT @ ALL HOLDOWN ANCHORS.

TEMPORARY

SPS TRAILER - SEE ARCH.

A B C ED F

EXISTING WALL

S401

S401

S401

S401

S401

S401

S401

S401

S401

S401

'-4

O .C

2x

R O

O F

J O

IS

T

S

S401

SW1

SW1

SEE ARCH

TYP. @

EXTERIOR

SW1

TYP. @

EXTERIOR

SW1

'-4

O .C

3/

4" x

1/ 4"

L V

L R

O O

F J

O

IS

T S

H

H

JO

IS

T S

'-4

O .C

3/

4" x

1/ 4"

L V

L R

O O

F

TYP. @

EXTERIOR

SW1

SW2

SW1

TYP. @

EXTERIOR

SW1

TYP. @

EXTERIOR

SW1

8' - 0 1/4" 4' - 3 3/4" 7' - 0 1/4" 5' - 6 1/2"

24' - 10 3/4"

2 7/16"

8'

1/

2"

6'

0"

1/ 2"

H

H

4' - 0"

4' - 0"

4' - 0 1/2"

4' - 0"

KEYNOTES:

1 AREA OF SHADED REGION IS A SLOPED ROOF AWAY

FROM THE EXISTING BUILDING. SEE ARCH FOR ROOF

SLOPE. ROOF SLOPE SHALL BE ACHIEVED BY

UTILIZING 2x FRAMING RUNNING PERPENDICULAR

OVER THE TOP OF ROOF SHEATHING AND ROOF

JOISTS. - S.D. 1/S402

2 1 - SIMPSON "CS16" STRAP x 8'-0" LONG. S.D. 2/S402

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

BID DOCUMENT SUBMISSION

FULLY SPRINKLERED

C U s e rs \J

B u e rm a n n \D o c u m e n ts \1

S

R

V T jb u e rm a n n S

R X

R

.r v t

/1

/2

:4

:5

P

M

ROOF FRAMING PLAN PERFORM SITE PREP FOR SPS

EQUIPMENT

FARGO, ND

1/22/2025 EW JB

437-CSI-241 S202

437-CSI-241

1. VERIFY ALL DIMENSIONS WITH CIVIL & ARCHITECTURAL DRAWINGS.

2. SEE SHEET S001 FOR GENERAL STRUCTURAL NOTES.

3. B# / H# - BEAM / HEADER MARK - SEE BEAM / HEADER SCHEDULE ON

SHEET S201.

4. SW# - SHEAR WALL TYPE MARK (BELOW) - SEE SHEARWALL SCHEDULE

ON SHEET S201.

5. ALL STRUCTURAL BEARING "INTERIOR" & "EXTERIOR" STUD WALLS SHALL

BE 2x6 DFL-#2 OR BETTER @ 1'-4" O.C. (U.O.N.) WITH DFL-#2 OR BETTER

DOUBLE TOP PLATE & SOLE PLATE.

6. ROOF SHEATHING TO BE 1/2" APA RATED SHEATHING WITH A 32/16 SPAN

RATING.

7. FINAL LOCATION OF TEMPORARY SPS TRAILER SHALL BE FIELD VERIFIED.

FINAL DIMENSIONS OF WOOD TEMPORY ENCLOUSURE WILL CHANGE

BASED ON TRAILER LOCATION. NOTIFY STRUCTURAL ENGINEER IF

ROOF/FLOOR JOIST SPANS INCREASE.

8. ALL LUMBER SHALL BE FIRE-RETARDANT LUMBER.

SHEET NOTES:

1/4" = 1'-0"

SPS TRAILER ENCLOSURE - ROOF FRAMING PLAN

0 4' 8'2'

2882 106TH STREET

DES MOINES IA 50322

SLAB ON GRADE

SEE PLAN & CIVIL

2x STUD WALL

SEE PLAN

2x TREATED PLATE W/ 5/8" DIA.

SIMPSON "TITEN-HD" SCREW

ANCHORS @ 4'-0" O.C., EMBED

3 1/4" MINIMUM, U.O.N.

EXTERIOR WALL

SHEATHING SEE PLAN &

SHEARWALL SCHEDULE

NOTES:

1. WHERE SLAB ON GRADE EXTENDS BEYOND STOOP SLAB HOLD STOOP SLAB

BACK 2" AND PROVIDE 3/4" DIA. x 1'-6" SMOOTH ROD @ 1'-0" O.C. PROVIDE SLEEVE

FOR ROD OR WRAP & TAPE WITH BUILDING FELT.

2. PROVIDE L4x4x1/4" W/ 1/2" DIA. SCREW ANCHORS @ 1'-0" O.C. (2 - ANCHORS MIN.), EMBED 3 1/2" MIN.

3. SEE CIVIL RESTORATION PLAN FOR LOCATION OF NEW STOOP @ EXISTING

BUILDING.

3" CLR.

TYP.

DWL. TO MATCH @

EACH VERT.

4 @ 1'-0" O.C. EACH

WAY

8"

4 DWL. 9" x 15" @ 2'-0" O.C.

S.D. NOTE 1

CONC. SLAB OVER 1 1/2", TYPE "C", 20 GA.

(GALV.) DECK W/ 3" BRG. @ EACH END,

OVER 3" VOID. REINF. W/ 4 @ 1'-0" O.C.

EACH WAY. SLOPE SLAB 1/4"/FOOT.

SEE PLAN

EXIST. FTG. & FDN.

WALL VERIFY

EXIST. SLAB ON

GRADE VERIFY

WALL BEYOND SEE

PLAN

5 1/2"

S.D. NOTE 2

1'

0"

1' - 8"

2 - #5 LONGITUDINAL

INFILL AND REPLACE CONCRETE SLAB ON GRADE

AND REINF. W/ #4 @ 1'-0" O.C. EACH WAY

NOTES: 1. SEE PLUMBING DRAWINGS FOR EXACT PLUMBING LOCATIONS

2. SEE STANDARD SPECIFICATION FOR BACK FILL AND

COMPACTION REQUIREMENTS

EYE BOLT

SEE PLAN

SLAB ON GRADE

SEE PLAN

EMBED

SEE PLAN

STRAP BY TRAILER

SUPPLIER

ANCHOR POINT @ TRAILER

FIELD LOCATE

TEMPORARY SPS TRAILER

SEE ARCH

SLAB ON GRADE

SEE PLAN & CIVIL

HOLDOWN SEE PLAN AND

SCHEDULE

FLOOR SHEATHING

SEE PLAN

ANCHOR POST SEE

HOLDOWN SCHEDULE

HOLDOWN ANCHOR SEE

PLAN AND SCHEDULE

2x NON-TREATED PLATE

"E" = EMBED DEPTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

BID DOCUMENT SUBMISSION

FULLY SPRINKLERED

C U s e rs \J

B u e rm a n n \D o c u m e n ts \1

S

R

V T jb u e rm a n n S

R X

R

.r v t

/1

/2

:4

:5

P

M

FOOTING & FOUNDATION DETAILS PERFORM SITE PREP FOR SPS

EQUIPMENT

FARGO, ND

1/22/2025 EW JB

437-CSI-241 S301

437-CSI-241

2882 106TH STREET

DES MOINES IA 50322

1" = 1'-0"S301

3 WALL @ SLAB CONN. DETAIL

1/2" = 1'-0"S301

4 STOOP @ EXIST. DETAIL

1" = 1'-0"S301

1 CONC. SLAB ON GRADE REPAIR DETAIL

1" = 1'-0"S301

2 TEMPORARY TRAILER TIE-DOWN DETAIL

1" = 1'-0"S301

5 HOLDOWN DETAIL

T.O. SHEATHING

EL. = SEE ARCH.

T.O. SHEATHING

EL. = SEE ARCH.

1 - 2x6 KING

STUD @ EACH

END U.O.N.

2 - 0.131" DIA. x 3"

NAILS

PER STUD

2 - 8d DIA. NAILS

PER STUD

3 - 0.131" DIA. x 3"

NAILS

@ EACH 2x6

PLATE

1 - 2x6 @ TOP & BOT.

PLATE FASTEN W/

2 - 0.131" DIA. x 3"

NAILS @ 10" O.C.

SEE PLAN FOR

OF JACK STUDS

HEADER SEE

SCHEDULE

A

S401

1 - 2x6 @ TOP & BOT.

PLATE FASTEN W/

2 - 0.131" DIA. x 3"

NAILS @ 10" O.C.

FILL AIR SPACE

W/ INSULATION

HEADER SEE

SCHEDULE

2 MEMBERS 3 MEMBERS 4 MEMBERS

NOTE:

2 & 3 PLY MEMBERS SHALL BE FASTENED TOGETHER WITH 3 - ROWS

OF 0.148" DIA. x 3 1/4" NAILS @ 1'-0" O.C., 4 PLY MEMBERS SHALL BE

FASTENED WITH 2 - ROWS 1/2" DIA. BOLTS @ 1'-0" O.C.

2"

2"

PLACE SPLICE

OVER STUD

8 - 0.148" DIA. x 3" NAILS

@ 2" O.C. STAGGERED

@ EACH SIDE OF SPLICE

TYPICAL

4'-0"

2" MIN.2" MIN. 2" MIN.2" MIN.

2x ROOF JOIST

SEE PLAN

EXTERIOR SHEATHING

SEE PLAN & SHEAR WALL

SCHEDULE

SIMPSON "H2.5" TIE

@ EA. ROOF JOIST

2x STUD WALL

SEE PLAN

DOUBLE TOP PLATE

2x BLOCKING BTWN. EA.

ROOF JOIST; SKIP EVERY

3RD BAY. PROVIDE 0.162" DIA.

x 3 1/2" NAIL @ 8" O.C.

2x4 BLOCKING W/ 0.162" DIA. x 3 1/2" NAIL @ 8" O.C.

CONT. 2x RIBBON

ROOF SHEATHING

SEE PLAN

SEE ARCH

SEE ARCH.1 - SIMPSON "CS16"

STRAP x 2'-0" LONG

CENTERED AT EA. SPLICE.

2x4 BLOCKING W/ 0.162" DIA. x 3 1/2"

NAIL @ 8" O.C.

ROOF SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLAN

2x BLOCKING BTWN. EA.

2x12; SKIP EVERY 3RD BAY.

PROVIDE 0.162" x 3 1/2"

NAILS @ 8" O.C.

EXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

CONT. 2x RIBBON

SIMPSON "H1" TIE

@ EA. 2x12

2x ROOF JOIST

SEE PLAN

2x12 @ 2'-0" O.C.

SEE ARCH

SIMPSON "LUS" HANGER

@ EA. 2x12

2x ROOF JOIST

SEE PLAN

EXTERIOR SHEATHING

SEE PLAN & SHEAR WALL

SCHEDULE

SIMPSON "H2.5" TIE

@ EA. ROOF JOIST

2x STUD WALL

SEE PLAN

DOUBLE TOP PLATE

2x BLOCKING BTWN. EA.

ROOF JOIST; SKIP EVERY

3RD BAY. PROVIDE 0.162" DIA.

x 3 1/2" NAIL @ 8" O.C.

2x4 BLOCKING W/ 0.162" DIA. x 3 1/2" NAIL @ 8" O.C.

CONT. 2x RIBBON

ROOF SHEATHING

SEE PLAN

SEE ARCH

SEE ARCH.

VER.

2 7/16"

TEMPORARY SPS

MOBILE TRAILER

VERIFY

2x ROOF JOIST

SEE PLAN

SEE ARCH.

SIMPSON "H2.5" TIE

@ EA. ROOF JOIST

2x STUD WALL

SEE PLAN

DOUBLE TOP PLATE

CONNECT OVERLAPPING

2x ROOF JOISTS W/ 4 - 0.148" DIA x 3" NAILS

ROOF SHEATHING

SEE PLAN

SEE ARCH

2x ROOF JOIST

SEE PLAN

2x ROOF JOIST

SEE PLAN

EXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

SIMPSON "H2.5" TIE

@ EA. ROOF JOIST

2x STUD WALL

SEE PLAN

DOUBLE TOP PLATE

ROOF SHEATHING

SEE PLAN

SEE ARCH

VERIFY

EXISTING BUILDING

2" MAX

ARCH VERIFY

CONT. 2x RIBBON

2x BLOCKING BTWN. EA.

ROOF JOIST; SKIP EVERY

3RD BAY. PROVIDE 0.162"

DIA. x 3 1/2" NAIL @ 8" O.C.

2x4 BLOCKING W/ 0.162" DIA. x 3 1/2" NAIL @ 8" O.C.

FLOOR SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLAN

EXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

CONT. 2x RIBBON

2x STUD WALL SEE

PLAN

FLOOR JOIST

SEE PLAN

2 - ROWS 0.162" x 3 1/2"

NAILS @ EA. FLOOR JOIST

FLOOR SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLAN

EXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

2x STUD WALL SEE

PLAN

FLOOR JOIST

SEE PLAN

2 - ROWS 0.162" x 3 1/2"

NAILS @ 1'-4" O.C. FLOOR SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLANEXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

CONT. 2x RIBBON

2x STUD WALL SEE

PLAN

FLOOR JOIST

SEE PLAN

2 - ROWS 0.162" x 3 1/2"

NAILS @ EA. FLOOR JOIST

VER.

2 7/16"TEMPORARY TRAILER

VERIFY.

FLOOR SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLAN

EXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

CONT. 2x RIBBON

2x STUD WALL SEE

PLAN

FLOOR JOIST

SEE PLAN

2 - ROWS 0.162" x 3 1/2"

NAILS @ EA. FLOOR JOIST

EXISTING RETAINING WALL

VERIFY.

EXISTING CONC.

SIDEWALK VERIFY.

FLOOR SHEATHING SHALL

EXTEND PAST WD. FRAMING

AND REST @ EXISTING CONC.

SIDEWALK

EXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

NOTE: FLOOR SHEATHING @ EXTERIOR SHALL BE TREATED.

2x BLOCKING BTWN. EA.

ROOF JOIST; SKIP EVERY

3RD BAY. PROVIDE 0.162"

DIA. x 3 1/2" NAIL @ 8" O.C.

2x4 BLOCKING W/ 0.162" DIA. x 3 1/2" NAIL @ 8" O.C.

1'-0" MAX.

PLASTIC SHIMS

UNDERNEATH FLOOR

SHEATHING TO PROVIDE

FULL BEARING AT EXISTING

RETAINING WALL.

FLOOR SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLANEXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

CONT. 2x RIBBON

2x STUD WALL SEE

PLAN

2x FLOOR JOIST

SEE PLAN

2 - ROWS 0.162" x 3 1/2" NAILS @ EA. 2x FLOOR

JOIST

SEE ARCH

VERIFY

EXISTING BUILDING

FLOOR SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLAN

SEE ARCH

2x STUD WALL SEE

PLAN

2x FLOOR JOIST

SEE PLAN

2 - ROWS 0.162" x 3 1/2"

NAILS @ EA. FLOOR JOIST

2x FLOOR JOIST

SEE PLAN

CONNECT OVERLAPPING

2x FLOOR JOISTS W/ 4 -

0.148" DIA x 3" NAILS

2x FLOOR JOIST

SEE PLAN

FLOOR SHEATHING

SEE PLAN

VERIFY

EXISTING BUILDING

2x12 LEDGER W/ 2-ROWS -

5/8" DIA. SIMPSON "TITEN-

HD" SCREW ANCHORS @

2'-0" O.C. EMBED = 4" (MIN.)

4" MIN.

SIMPSON "LUS"

HANGER @ EA.

END OF EA. 2x6

2x6 @ 2'-0" O.C.

2x STUD WALL WHERE

APPLIES SEE PLAN

EXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

2 - ROWS 0.162" x 3 1/2" NAILS @ EA. 2x6

FLOOR SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2-2x8 RAMP JOISTS @ 2'-0" O.C.

WALL SHEATHING TO MATCH

"SW1" CRITERIA SEE

SHEARWALL SCHEDULE

CONT. 2x12 LEDGER W/ 3-ROWS 0.216" DIA. x 4 1/2" WOOD SCREWS @ EA. 2x STUD

2x STUD WALL SEE

PLAN

2x FLOOR JOIST

SEE PLAN

CONT. 2x10 LEDGER W/ 6 - ROWS 0.216" DIA x 4 1/2" WOOD SCREWS @ EA. 2x STUD

2x FLOOR JOIST

SEE PLAN

FLOOR SHEATHING

SEE PLAN

1 1/2" TYP.

FLOOR SHEATHING

SEE PLAN

SIMPSON "U26-2" FACEMOUNT

HANGER @ EA. RAMP JOIST

2 - 2x8 RAMP

JOISTS @ 2'-0"

O.C. - TYP.

WALL SHEATHING TO MATCH

"SW1" CRITERIA

SEE SHEARWALL SCHEDULE

FLOOR SHEATHING

SEE PLAN

2x STUD WALL

SEE PLAN

DOUBLE TOP PLATE

ATTACH OVERLAPPING

RAMP JOISTS TOGETHER

W/ 4 - 0.216" DIA x 4 1/2"

WOOD SCREWS

2-2x FLOOR JOIST

SEE PLAN - TYP.

2 - 0.162" DIA. x 3 1/2" NAILS @ EA. 2x6

SIMPSON "LUS"

HANGER @ EA.

END OF EA. 2x6 2x6 @ 2'-0" O.C.

NOTE:

1) THE MAXIMUM SPAN OF THE 2-2x8 RAMP JOIST IS 8'-0"

PROVIDE 2x STUD WALL AS SHOWN IN THIS DETAIL TO REDUCE SPACE OF 2-2x8 RAMP JOISTS.

S.D. 2/S401 FOR

ASSEMBLY

2 - 2x8 RAMP

JOISTS @ 2'-0"

O.C. - TYP.

CONT. 2x6 W/ 2 - 0.162" DIA.

x 3 1/2" NAILS @ EA. 2x6

FLOOR SHEATHING

SEE PLAN

2-2x FLOOR JOIST

SEE PLAN - TYP.

SIMPSON "A34"

CLIP @ EA. 2x8

RAMP JOIST

2x6 @ 2'-0" O.C.

SIMPSON "LUS"

HANGER @ EA.

END OF EA. 2x6

S.D. 2/S401 FOR

ASSEMBLY

2x ROOF JOIST

SEE PLAN

ROOF SHEATHING

SEE PLANVERIFY

EXISTING BUILDING

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLANEXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

2" MAX

ARCH VERIFY

2x ROOF JOIST

SEE PLAN

ROOF SHEATHING

SEE PLAN

VERIFY

EXISTING BUILDING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

BID DOCUMENT SUBMISSION

FULLY SPRINKLERED

C U s e rs \J

B u e rm a n n \D o c u m e n ts \1

S

R

V T jb u e rm a n n S

R X

R

.r v t

/1

/2

:4

:5

P

M

FRAMING DETAILS PERFORM SITE PREP FOR SPS

EQUIPMENT

FARGO, ND

1/22/2025 EW JB

437-CSI-241 S401

437-CSI-241

2882 106TH STREET

DES MOINES IA 50322

1" = 1'-0"S401

3 HEADER DETAIL

1 1/2" = 1'-0"

SECTION "A"

1" = 1'-0"S401

2 WOOD BEAM ASSEMBLY DETAIL

1" = 1'-0"S401

1 TYP. TOP PLATE SPLICE DETAIL

1" = 1'-0"S401

4 ROOF JOIST CONN. DETAIL

1" = 1'-0"S401

5 ROOF END WALL DETAIL

1" = 1'-0"S401

6 ROOF JOIST CONN. DETAIL

1" = 1'-0"S401

7 ROOF JOIST CONN. DETAIL

1" = 1'-0"S401

8 ROOF JOIST CONN. DETAIL

1" = 1'-0"S401

10 FLOOR JOIST CONN. DETAIL

1" = 1'-0"S401

11 FLOOR JOIST CONN. DETAIL

1" = 1'-0"S401

12 FLOOR JOIST CONN. DETAIL 1" = 1'-0"S401

13 FLOOR JOIST CONN. DETAIL

1" = 1'-0"S401

14 FLOOR JOIST CONN. DETAIL 1" = 1'-0"S401

15 FLOOR JOIST CONN. DETAIL

1" = 1'-0"S401

16 ROOF JOIST CONN. DETAIL

1" = 1'-0"S401

17 FLOOR JOIST CONN. DETAIL

1" = 1'-0"S401

18 RAMP JOIST CONN. DETAIL

1" = 1'-0"S401

19 RAMP JOIST CONN. DETAIL

1" = 1'-0"S401

9 ROOF JOIST CONN. DETAIL

1" = 1'-0"S401

20 ROOF JOIST CONN. DETAIL

2x12 DORMER

JOIST SEE PLAN

CONT. 2x6 W/ 2 - 0.162" DIA.

x 3 1/2" NAILS @ EA. 2x6

ROOF SHEATHING

SEE PLAN

2-2x ROOF JOIST

SEE PLAN - TYP.

SIMPSON "A34"

CLIP @ EA. 2x12

RAMP JOIST

2x6 @ 2'-0" O.C.

SIMPSON "LUS"

HANGER @ EA.

END OF EA. 2x6

S.D. 2/S401 FOR

ASSEMBLY

2x ROOF JOIST

SEE PLAN

ROOF SHEATHING

SEE PLAN

DOUBLE TOP

PLATE

2x STUD WALL

SEE PLANEXTERIOR WALL SHEATHING

SEE PLAN & SHEARWALL

SCHEDULE

2x BLOCKING BTWN. EA.

ROOF JOIST; SKIP EVERY

3RD BAY. PROVIDE 0.162"

DIA. x 3 1/2" NAIL @ 8" O.C.

2x4 BLOCKING W/ 0.162" DIA. x 3 1/2" NAIL @ 8" O.C.

SEE ARCH

2" MAX

ARCH VERIFY

VERIFY

EXISTING BUILDING

2x STUD WALL

SEE PLAN

EXTERIOR WALL SHEATHING

MATCH SW1 CRITERIA

CONT. 2x RIBBON

SIMPSON "H2.5" @

EA. DORMER JOIST

DOUBLE TOP PLATE

2x12 DORMER JOIST

SEE PLAN

2 - ROWS 0.216" x 4 1/2"

WOOD SCREWS @ 1'-4" O.C.

SIMPSON STRAP SEE PLAN ROOF SHEATHING

SEE PLAN

CONT. 2x6 BLOCKING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

BID DOCUMENTSOffice 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

BID DOCUMENT SUBMISSION

FULLY SPRINKLERED

C U s e rs \J

B u e rm a n n \D o c u m e n ts \1

S

R

V T jb u e rm a n n S

R X

R

.r v t

/1

/2

:4

:5

P

M

FRAMING DETAILS PERFORM SITE PREP FOR SPS

EQUIPMENT

FARGO, ND

1/22/2025 EW JB

437-CSI-241 S402

437-CSI-241

2882 106TH STREET

DES MOINES IA 50322

1" = 1'-0"S402

1 DORMER JOIST FRAMING DETAIL

1" = 1'-0"S402

2 DRAG STRUT DETAIL

1-22-20251-22-2025

7 8 9.2 10 11 12 13 14 15

DE4

DE1

DE1

DE1

DE1

DE3

DE6

DE2

DE2

DE1

DE3

DE3

DE3

DE8

DE5 DE8

DE8

DE14

DE14

DE15

DE15

DE7

SEE MEP FOR WORK IN THIS AREA

SEE MEP

FOR

WORK IN

THIS AREA

DE16

DE2

DE14

DE3

DE18

DE5

DE18

DE18

DE18

DE3

DE18

DE19

DE19

DE20 DE20

DE20

DE18DE18

DE20

DE19

DE20 DE20

DE19

DE19

REMOVE AND REINSTALL

SINK , PUSH PAD, AND HAND

SANITIZER . SEE FLOOR

PLAN

DE7

DE15

DE5

DE5

DE15

DE7

DE15 DE22

DE22

DE23

DE21

DE5

DE5DE15

FEC (E)

FEC (E)

FEC (E)

DE24

DE25

DE26

DE26

DE26

DE26

DE26

FEC (E)

DE27 DE27

DE5

DO NOT CUT FLOOR

AT SHOWER.

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-40

STORAGE

BB-18A

MANUAL

CART WASH

BB-18B

CART WASH

BB-15

CLEAN

STORAGE

BB-15B

MEN'S

LOCKER

BB-15B1

TOILET

BA-30

IRM HUB

C004

PASSAGE

BB-15A

WOMEN'S

LOCKER

BB-15A1

TOILET

BB-16B

CLERK

BB-16A

CLERK

C002

CORRIDOR

BA-35

MEN'S

BA-37

HVAC

BA-41

MECHANICAL

BA-43

BREAK

ROOM

BB-18C

PREP/

ASEMBLY /

STORAGE

BB-20A

STERILIZERS

BB-18E

LOW TEMP

STERILIZERS

C006

CORRIDOR

BA-45

OFFICE

S-1

STAIRS

28G

MECHANICAL

S-2

STAIR

STAIR

BA-69

CONFREENCE

ROOM

BA-39

WOMEN'S

DEMOLITION GENERAL NOTES

1. CONTRACTOR MUST COORDINATE ALL DEMOLITION WORK, PHASING AND

SEQUENCING WITH THE OWNER. ANY INFORMATION REGARDING SEQUENCING

PROVIDED IN THESE DOCUMENTS IS FOR ARCHITECT - OWNER PLANNING

PURPOSES ONLY, UNLESS NOTED OTHERWISE.

2. CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATING WITH ALL TRADES FOR

THE DEMOLITION WORK REQUIRED FOR THIS PROJECT.

3. WHERE PARTITIONS ARE INDICATED TO BE REMOVED, REMOVE PARTITION ALONG

WITH ALL ITEMS CONTAINED WITHIN, INCLUDING DOORS, FRAMES, HARDWARE,

SIDELIGHTS, WINDOWS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. TO

STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.

4. WHERE FLOOR FINISH IS INDICATED TO BE DEMOLISHED, REMOVE FINISH TO

FLOOR SLAB AS REQUIRED AND PREPARE SLAB SURFACE FOR SCHEDULED

FINISHES WITHIN AREA TO BE REMODELED, UNLESS NOTED OTHERWISE. SEE FINISH

SCHEDULE FOR EXISTING FLOOR FINISHES TO REMAIN UNDISTURBED.

5. WHERE CEILING IS INDICATED TO BE DEMOLISHED, REMOVE CEILING SUSPENSION

SYSTEM ALONG WITH ALL ASSOCIATED MECHANICAL AND ELECTRICAL ITEMS,

UNLESS NOTED OTHERWISE. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR

EXTENT OF CONDUIT, PIPING AND DUCTWORK DEMOLITION WITHIN AREA TO BE

REMODELED.

6. WHERE INDICATED, REMOVE ALL WALL/PARTITION EXISTING FINISHES AND

PREPARE THE SURFACES FOR SCHEDULED FINISHES, SEE FINISH SCHEDULE FOR

FINISHES.

7. ALL DISTURBED AREAS, WALLS, PARTITIONS, FLOORS, ETC, DAMAGED BY

DEMOLITION WORK MUST BE PATCHED TO MATCH ADJACENT AREA.

8. OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS SUCH

AS: DOORS, LIGHT FIXTURES, PLUMBING FIXTURES ETC.

9. SALVAGED ITEMS SCHEDULED FOR REUSE MUST BE CLEANED, RESTORED AND/OR

REFINISHED TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.

10. DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS

COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE

PERMANENT OR TEMPORARY SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL

MEMBERS MUST BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL

ENGINEER.

11. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION AND PREP WORK.

12. WALL AND CEILING MOUNTED ITEMS SHOWN DASHED, SUCH AS WALL CABINETS,

SHELVING, CUBICLE CURTAIN TRACKS, PROJECTION SCREENS ETC, MUST BE

REMOVED, UNLESS NOTED OTHERWISE.

13. WITHIN ALL EXISTING ROOMS/SPACES RECEIVING SCHEDULED FLOOR, OR WALL,

OR CEILING FINISHES, REMOVE ALL EXISTING FLOOR, OR WALL, OR CEILING

FINISHES DOWN TO THE SUBSTRATE. INCLUDE THE REMOVAL OF ALL ITEMS

LOCATED WITHIN THE EXISTING FINISH REMOVALS UNO PATCH AND PREP ALL

SUBSTRATES TO RECEIVE SCHEDULED FINISHES. FOR ADDITIONAL INFORMATION,

SEE KEYNOTED ITEMS, FINISH PLANS AND/OR SCHEDULES, STRUCTURAL,

MECHANICAL AND ELECTRICAL.

DEMOLITION PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL OR

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

KEY NOTE

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

EXISTING DOOR

AND FRAME TO BE

DEMOLISHED

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

DE10

DEMOLITION PLAN KEYED NOTES

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

DE1 EQUIPMENT TO BE REMOVED BY VA'S VENDOR. GC TO COORDINATE MEP

DISCONNECTIONS

DE2 REMOVE GYP BD AND METAL STUD FURRING

DE3 REMOVE PARTITIONS, DOORS AND DOOR FRAME, SHOWN DASHED

DE4 REMOVE AND SALVAGE SYSTEMS FURNITURE

DE5

SAW CUT FLOOR AS REQUIRED FOR UNDERFLOOR PIPE REMOVAL AND

INSTALLATION. SEE MECHANICAL & STRUCTURAL FOR AREA AND EXTENT

OF FLOOR REMOVAL.

DE6

REMOVE PORTION OF GYP BD AND METAL STUD WALL AND WALL

PROTECTION AS REQUIRED FOR EQUIPMENT INSTALLATION. SEE PLANS

FOR ADDITIONAL INFORMATION

DE7 REMOVE PORTION OF GYP BD AND METAL STUD PARTITION AS REQUIRED

FOR DOOR INSTALLATION.

DE8

REMOVE ENTIRE SUSPENDED GYP BD CEILING AND ACCESS HATCHES.

SALVAGE ACCESS HATCHES FOR REINSTALLATION. SEE REFLECTED

CEILING PLAN FOR ADDITIONAL INFORMATION.

DE9 REMOVE DOOR, FRAME TO REMAIN. SALVAGE DOOR FOR REINSTALLATION

DE10 REMOVE PORTION OF CHAIN LINK FENCE. SEE CIVIL

DE11 REMOVE PORTION OF CONCRETE WALK AND/OR RAMP. SEE CIVIL

DE12 REMOVE PORTION OF CONC BLOCK RETAINING WALL. SALVAGE FOR

REINSTALLATION. SEE CIVIL.

DE13 REMOVE ENTIRE WINDOW. SALVAGE FOR REINSTALLATION.

DE14 REMOVE GYP BD ONE SIDE OF PARTITION FOR MECHANICAL DEMOLITION.

SEE MEP PLANS FOR ADDITIONAL INFORMATION.

DE15

REMOVE PORTION OF ACT CEILING SYSTEM AND ALL MEP ITEMS AS

REQUIRED FOR WORK IN THIS AREA. SEE PLANS AND MEP FOR ADDITIONAL

INFORMATION

DE16 REMOVE DOOR, FRAME AND HARDWARE. SALVAGE FOR REINSTALLATION

IN NEW LOCATION. SEE PLANS FOR ADDITIONAL INFORMATION

DE17 REMOVE SPLASH BLOCK AND PORTION OF METAL DOWNSPOUT AS

REQUIRED FOR WORK IN THIS AREA. SALVAGE FOR REINSTALLATION.

DE18 SAW CUT AND REMOVE CAST IN PLACE TERRAZZO COVE BASE, AT

PARTITION TO BE REMOVED. GRIND FLUSH WITH EXISTING FLOOR.

DE19

REMOVE CRASH RAIL, HIGH AND LOW, AND RIGID WALL COVERING AND ALL

ASSOCIATED TRIM. PREP WALL FOR FINISHES AS SCHEDULED. SEE FLOOR

PLANS AND ELEVATIONS FOR ADDITIONAL INFORMATION

DE20 PLUMBING FIXTURE TO BE REMOVED. SEE PLUMBING FOR ADDITIONAL

INFORMATION

DE21 REMOVE STAINLESS STEEL CABINET. SALVAGE FOR REINSTALLATION IN

DIFFERENT LOCATION. SEE PLANS FOR ADDITIONAL INFORMATION

DE22 REMOVE PORTION OF VCT AS REQUIRED FOR WORK IN THIS AREA. SEE

PLAN FOR ADDITIONAL WORK.

DE23 REMOVE PORTION OF CARPET TILE AS REQUIRED FOR WORK IN THIS

AREA. SEE PLAN FOR ADDITIONAL WORK.

DE24 REMOVE BENCH AND COAT HOOKS. SALVAGE FOR REINSTALLATION

DE25 REMOVE AND SALVAGE CORNER GUARD FOR REINSTALLATION

DE26 REMOVE GYP BD ONE SIDE OF PARTITION FOR ELECTRICAL WORK IN THIS

AREA. SEE MEP PLANS FOR ADDITIONAL INFORMATION.

DE27

REMOVE CRASH RAIL, HIGH AND LOW, RIGID WALL COVERING AND ALL

ASSOCIATED TRIM, AND CORNER GUARDS FROM EXISTING COLUMN. PREP

FOR FINISHES AS SCHEDULED. SEE SHEET AF101 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

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

:4

P

M

AD101-A

LOWER LEVEL DEMOLITION PLAN

-AREA A

PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 JLU GJB

17639

3/16" = 1'-0"2 LOWER LEVEL DEMOLITION PLAN - SPS

KEY PLAN

LOWER LEVEL

DEMOLITION GENERAL NOTES

1. CONTRACTOR MUST COORDINATE ALL DEMOLITION WORK, PHASING AND

SEQUENCING WITH THE OWNER. ANY INFORMATION REGARDING SEQUENCING

PROVIDED IN THESE DOCUMENTS IS FOR ARCHITECT - OWNER PLANNING

PURPOSES ONLY, UNLESS NOTED OTHERWISE.

2. CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATING WITH ALL TRADES FOR

THE DEMOLITION WORK REQUIRED FOR THIS PROJECT.

3. WHERE PARTITIONS ARE INDICATED TO BE REMOVED, REMOVE PARTITION ALONG

WITH ALL ITEMS CONTAINED WITHIN, INCLUDING DOORS, FRAMES, HARDWARE,

SIDELIGHTS, WINDOWS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. TO

STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.

4. WHERE FLOOR FINISH IS INDICATED TO BE DEMOLISHED, REMOVE FINISH TO

FLOOR SLAB AS REQUIRED AND PREPARE SLAB SURFACE FOR SCHEDULED

FINISHES WITHIN AREA TO BE REMODELED, UNLESS NOTED OTHERWISE. SEE FINISH

SCHEDULE FOR EXISTING FLOOR FINISHES TO REMAIN UNDISTURBED.

5. WHERE CEILING IS INDICATED TO BE DEMOLISHED, REMOVE CEILING SUSPENSION

SYSTEM ALONG WITH ALL ASSOCIATED MECHANICAL AND ELECTRICAL ITEMS,

UNLESS NOTED OTHERWISE. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR

EXTENT OF CONDUIT, PIPING AND DUCTWORK DEMOLITION WITHIN AREA TO BE

REMODELED.

6. WHERE INDICATED, REMOVE ALL WALL/PARTITION EXISTING FINISHES AND

PREPARE THE SURFACES FOR SCHEDULED FINISHES, SEE FINISH SCHEDULE FOR

FINISHES.

7. ALL DISTURBED AREAS, WALLS, PARTITIONS, FLOORS, ETC, DAMAGED BY

DEMOLITION WORK MUST BE PATCHED TO MATCH ADJACENT AREA.

8. OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS SUCH

AS: DOORS, LIGHT FIXTURES, PLUMBING FIXTURES ETC.

9. SALVAGED ITEMS SCHEDULED FOR REUSE MUST BE CLEANED, RESTORED AND/OR

REFINISHED TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.

10. DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS

COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE

PERMANENT OR TEMPORARY SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL

MEMBERS MUST BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL

ENGINEER.

11. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION AND PREP WORK.

12. WALL AND CEILING MOUNTED ITEMS SHOWN DASHED, SUCH AS WALL CABINETS,

SHELVING, CUBICLE CURTAIN TRACKS, PROJECTION SCREENS ETC, MUST BE

REMOVED, UNLESS NOTED OTHERWISE.

13. WITHIN ALL EXISTING ROOMS/SPACES RECEIVING SCHEDULED FLOOR, OR WALL,

OR CEILING FINISHES, REMOVE ALL EXISTING FLOOR, OR WALL, OR CEILING

FINISHES DOWN TO THE SUBSTRATE. INCLUDE THE REMOVAL OF ALL ITEMS

LOCATED WITHIN THE EXISTING FINISH REMOVALS UNO PATCH AND PREP ALL

SUBSTRATES TO RECEIVE SCHEDULED FINISHES. FOR ADDITIONAL INFORMATION,

SEE KEYNOTED ITEMS, FINISH PLANS AND/OR SCHEDULES, STRUCTURAL,

MECHANICAL AND ELECTRICAL.

DEMOLITION PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL OR

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

KEY NOTE

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

EXISTING DOOR

AND FRAME TO BE

DEMOLISHED

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

DE10

DEMOLITION PLAN KEYED NOTES

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

DE1 EQUIPMENT TO BE REMOVED BY VA'S VENDOR. GC TO COORDINATE MEP

DISCONNECTIONS

DE2 REMOVE GYP BD AND METAL STUD FURRING

DE3 REMOVE PARTITIONS, DOORS AND DOOR FRAME, SHOWN DASHED

DE4 REMOVE AND SALVAGE SYSTEMS FURNITURE

DE5

SAW CUT FLOOR AS REQUIRED FOR UNDERFLOOR PIPE REMOVAL AND

INSTALLATION. SEE MECHANICAL & STRUCTURAL FOR AREA AND EXTENT

OF FLOOR REMOVAL.

DE6

REMOVE PORTION OF GYP BD AND METAL STUD WALL AND WALL

PROTECTION AS REQUIRED FOR EQUIPMENT INSTALLATION. SEE PLANS

FOR ADDITIONAL INFORMATION

DE7 REMOVE PORTION OF GYP BD AND METAL STUD PARTITION AS REQUIRED

FOR DOOR INSTALLATION.

DE8

REMOVE ENTIRE SUSPENDED GYP BD CEILING AND ACCESS HATCHES.

SALVAGE ACCESS HATCHES FOR REINSTALLATION. SEE REFLECTED

CEILING PLAN FOR ADDITIONAL INFORMATION.

DE9 REMOVE DOOR, FRAME TO REMAIN. SALVAGE DOOR FOR REINSTALLATION

DE10 REMOVE PORTION OF CHAIN LINK FENCE. SEE CIVIL

DE11 REMOVE PORTION OF CONCRETE WALK AND/OR RAMP. SEE CIVIL

DE12 REMOVE PORTION OF CONC BLOCK RETAINING WALL. SALVAGE FOR

REINSTALLATION. SEE CIVIL.

DE13 REMOVE ENTIRE WINDOW. SALVAGE FOR REINSTALLATION.

DE14 REMOVE GYP BD ONE SIDE OF PARTITION FOR MECHANICAL DEMOLITION.

SEE MEP PLANS FOR ADDITIONAL INFORMATION.

DE15

REMOVE PORTION OF ACT CEILING SYSTEM AND ALL MEP ITEMS AS

REQUIRED FOR WORK IN THIS AREA. SEE PLANS AND MEP FOR ADDITIONAL

INFORMATION

DE16 REMOVE DOOR, FRAME AND HARDWARE. SALVAGE FOR REINSTALLATION

IN NEW LOCATION. SEE PLANS FOR ADDITIONAL INFORMATION

DE17 REMOVE SPLASH BLOCK AND PORTION OF METAL DOWNSPOUT AS

REQUIRED FOR WORK IN THIS AREA. SALVAGE FOR REINSTALLATION.

DE18 SAW CUT AND REMOVE CAST IN PLACE TERRAZZO COVE BASE, AT

PARTITION TO BE REMOVED. GRIND FLUSH WITH EXISTING FLOOR.

DE19

REMOVE CRASH RAIL, HIGH AND LOW, AND RIGID WALL COVERING AND ALL

ASSOCIATED TRIM. PREP WALL FOR FINISHES AS SCHEDULED. SEE FLOOR

PLANS AND ELEVATIONS FOR ADDITIONAL INFORMATION

DE20 PLUMBING FIXTURE TO BE REMOVED. SEE PLUMBING FOR ADDITIONAL

INFORMATION

DE21 REMOVE STAINLESS STEEL CABINET. SALVAGE FOR REINSTALLATION IN

DIFFERENT LOCATION. SEE PLANS FOR ADDITIONAL INFORMATION

DE22 REMOVE PORTION OF VCT AS REQUIRED FOR WORK IN THIS AREA. SEE

PLAN FOR ADDITIONAL WORK.

DE23 REMOVE PORTION OF CARPET TILE AS REQUIRED FOR WORK IN THIS

AREA. SEE PLAN FOR ADDITIONAL WORK.

DE24 REMOVE BENCH AND COAT HOOKS. SALVAGE FOR REINSTALLATION

DE25 REMOVE AND SALVAGE CORNER GUARD FOR REINSTALLATION

DE26 REMOVE GYP BD ONE SIDE OF PARTITION FOR ELECTRICAL WORK IN THIS

AREA. SEE MEP PLANS FOR ADDITIONAL INFORMATION.

DE27

REMOVE CRASH RAIL, HIGH AND LOW, RIGID WALL COVERING AND ALL

ASSOCIATED TRIM, AND CORNER GUARDS FROM EXISTING COLUMN. PREP

FOR FINISHES AS SCHEDULED. SEE SHEET AF101 FOR ADDITIONAL

INFORMATION

DE13

DE12

DE11

DE11 DE10

DE15

DE15

DE15

DE15

SEE MEP

FOR

WORK IN

THIS AREA

RAMP UP

EX

IS

TI

NG

P

IP

IN

G

RA

M

P

UP

FENCE

SEE CIVIL, STRUCTURAL & ELECTRICAL

PLANS FOR ADDITIONAL WORK IN THIS

AREA

BUILDING 53

EXISTING

MANHOLE/ PIPING.

SEE CIVIL

AD101-B

DE17

DE4

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION

BE-28

LOADING

DOCK

BE-27

MECH

BE-25

MECH

BE-24

LINNEN

STAIR

BD-47

ENG

BD-45

ENG

BD-43

GEMS

BD-41

EM-MNG

BD-50

ENGINEERING

BD-50B

ENG CHIEF

BD-42

ENG CONF

BD-39

ENG

BD-37

ENG

BD-35

ENG BD-36

SAFETY

BD-38

EEO

BD-40

FSAFETY

BE-20

Room

58A

CORRIDOR

CORRIDOR

BE-09

MECH

BE-29

MECH

EXISTING FLOOR AND WALL TO REMAIN

EXISTING EXTERIOR DOOR

REMOVE CONCRETE

WALK/SLAB

REMOVE CONCRETE WALLS

AND REINFORCING

SAW CUT CONCRETE WALLS

AND REINFORCING AS

REQUIRED

1/8" = 1'-0"2 LOWER LEVEL DEMOLITION PLAN - SITE / ENGINEERING

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

:4

P

M

AD101-B

LOWER LEVEL DEMOLITION PLAN

-AREA B

PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 JLU GJB

17639

0 8' 16'4'

KEY PLAN

LOWER LEVEL

3/4" = 1'-0"1 DEMOLITION SECTION - STOOP

T-01

TEMP

TRAILER

CONNECTION

STAIR

BE-28

LOADING

DOCK

BE-27

MECH

BE-25

MECH

BE-24

LINNEN

BD-47

ENG

BD-45

ENG

BD-43

GEMS

BD-41

EM-MNG

BD-50

ENGINEERING

BD-50B

ENG CHIEF

BD-50A

A CHIEF

BD-42

ENG CONF

BD-39

ENG

BD-37

ENG

BD-35

ENG

BD-36

SAFETY

BD-38

EEO

BD-40

FSAFETY

BE-20

LINNEN

58A

CORRIDOR

T-01A

VESTIBULE

BE-29

MECH

CORRIDOR

BE-30

STORAGE

BE-34

PHARMACY

STORAGE

BE-09

MECH

BD-90

EQUIPMENT

DE3

DE3

DE3

REMOVE TEMPORARY ENCLOSURE IN ITS

ENTIRETY. INCLUDING WALLS, DOORS,

FLOOR, RAMP/RAILING, CEILING AND ROOF.

RAMP UP

RA

M

P

UP

FENCE

BUILDING 53

SAW CUT AND REMOVED PORTION

OF CONCRETE PAD. SEE CIVIL

REMOVE CONCRETE BARRIERS. SEE CIVIL

EXISTING PROPANE TANK. PROTECT DURING CONSTRUCTION.

LIMITS OF CONSTRUCTION

LIMITS OF CONSTRUCTION LIMITS OF CONSTRUCTION

DE12

DE12

REMOVE SPD TRAILER AND SUPPY CONTAINER.

REMOVED EMBEDED EYE BOLT.

REMOVED EMBEDED EYE BOLT.

DEMOLITION GENERAL NOTES

1. CONTRACTOR MUST COORDINATE ALL DEMOLITION WORK, PHASING AND

SEQUENCING WITH THE OWNER. ANY INFORMATION REGARDING SEQUENCING

PROVIDED IN THESE DOCUMENTS IS FOR ARCHITECT - OWNER PLANNING

PURPOSES ONLY, UNLESS NOTED OTHERWISE.

2. CONTRACTOR MUST BE RESPONSIBLE FOR COORDINATING WITH ALL TRADES FOR

THE DEMOLITION WORK REQUIRED FOR THIS PROJECT.

3. WHERE PARTITIONS ARE INDICATED TO BE REMOVED, REMOVE PARTITION ALONG

WITH ALL ITEMS CONTAINED WITHIN, INCLUDING DOORS, FRAMES, HARDWARE,

SIDELIGHTS, WINDOWS, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. TO

STRUCTURE ABOVE, UNLESS NOTED OTHERWISE.

4. WHERE FLOOR FINISH IS INDICATED TO BE DEMOLISHED, REMOVE FINISH TO

FLOOR SLAB AS REQUIRED AND PREPARE SLAB SURFACE FOR SCHEDULED

FINISHES WITHIN AREA TO BE REMODELED, UNLESS NOTED OTHERWISE. SEE FINISH

SCHEDULE FOR EXISTING FLOOR FINISHES TO REMAIN UNDISTURBED.

5. WHERE CEILING IS INDICATED TO BE DEMOLISHED, REMOVE CEILING SUSPENSION

SYSTEM ALONG WITH ALL ASSOCIATED MECHANICAL AND ELECTRICAL ITEMS,

UNLESS NOTED OTHERWISE. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR

EXTENT OF CONDUIT, PIPING AND DUCTWORK DEMOLITION WITHIN AREA TO BE

REMODELED.

6. WHERE INDICATED, REMOVE ALL WALL/PARTITION EXISTING FINISHES AND

PREPARE THE SURFACES FOR SCHEDULED FINISHES, SEE FINISH SCHEDULE FOR

FINISHES.

7. ALL DISTURBED AREAS, WALLS, PARTITIONS, FLOORS, ETC, DAMAGED BY

DEMOLITION WORK MUST BE PATCHED TO MATCH ADJACENT AREA.

8. OWNER RESERVES THE RIGHT OF FIRST REFUSAL OF ALL SALVAGED ITEMS SUCH

AS: DOORS, LIGHT FIXTURES, PLUMBING FIXTURES ETC.

9. SALVAGED ITEMS SCHEDULED FOR REUSE MUST BE CLEANED, RESTORED AND/OR

REFINISHED TO LIKE NEW CONDITION, UNLESS NOTED OTHERWISE.

10. DO NOT REMOVE ANY EXISTING STRUCTURAL SUPPORT MEMBERS SUCH AS

COLUMNS, BEAMS, JOISTS, LOAD-BEARING PARTITIONS ETC, UNTIL ADEQUATE

PERMANENT OR TEMPORARY SUPPORT IS IN PLACE. ALL EXISTING STRUCTURAL

MEMBERS MUST BE ADEQUATELY PROTECTED, COORDINATE WITH STRUCTURAL

ENGINEER.

11. SEE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR RELATED

DEMOLITION AND PREP WORK.

12. WALL AND CEILING MOUNTED ITEMS SHOWN DASHED, SUCH AS WALL CABINETS,

SHELVING, CUBICLE CURTAIN TRACKS, PROJECTION SCREENS ETC, MUST BE

REMOVED, UNLESS NOTED OTHERWISE.

13. WITHIN ALL EXISTING ROOMS/SPACES RECEIVING SCHEDULED FLOOR, OR WALL,

OR CEILING FINISHES, REMOVE ALL EXISTING FLOOR, OR WALL, OR CEILING

FINISHES DOWN TO THE SUBSTRATE. INCLUDE THE REMOVAL OF ALL ITEMS

LOCATED WITHIN THE EXISTING FINISH REMOVALS UNO PATCH AND PREP ALL

SUBSTRATES TO RECEIVE SCHEDULED FINISHES. FOR ADDITIONAL INFORMATION,

SEE KEYNOTED ITEMS, FINISH PLANS AND/OR SCHEDULES, STRUCTURAL,

MECHANICAL AND ELECTRICAL.

DEMOLITION PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL OR

PARTITION TO BE

REMOVED

EXISTING DOOR

AND FRAME TO

REMAIN

KEY NOTE

A

GRIDLINE

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

EXISTING DOOR

AND FRAME TO BE

DEMOLISHED

DASHED LINE

INDICATES ITEM TO

BE REMOVED (UNO)

DE10

DEMOLITION PLAN KEYED NOTES

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

DE1 EQUIPMENT TO BE REMOVED BY VA'S VENDOR. GC TO COORDINATE MEP

DISCONNECTIONS

DE2 REMOVE GYP BD AND METAL STUD FURRING

DE3 REMOVE PARTITIONS, DOORS AND DOOR FRAME, SHOWN DASHED

DE4 REMOVE AND SALVAGE SYSTEMS FURNITURE

DE5

SAW CUT FLOOR AS REQUIRED FOR UNDERFLOOR PIPE REMOVAL AND

INSTALLATION. SEE MECHANICAL & STRUCTURAL FOR AREA AND EXTENT

OF FLOOR REMOVAL.

DE6

REMOVE PORTION OF GYP BD AND METAL STUD WALL AND WALL

PROTECTION AS REQUIRED FOR EQUIPMENT INSTALLATION. SEE PLANS

FOR ADDITIONAL INFORMATION

DE7 REMOVE PORTION OF GYP BD AND METAL STUD PARTITION AS REQUIRED

FOR DOOR INSTALLATION.

DE8

REMOVE ENTIRE SUSPENDED GYP BD CEILING AND ACCESS HATCHES.

SALVAGE ACCESS HATCHES FOR REINSTALLATION. SEE REFLECTED

CEILING PLAN FOR ADDITIONAL INFORMATION.

DE9 REMOVE DOOR, FRAME TO REMAIN. SALVAGE DOOR FOR REINSTALLATION

DE10 REMOVE PORTION OF CHAIN LINK FENCE. SEE CIVIL

DE11 REMOVE PORTION OF CONCRETE WALK AND/OR RAMP. SEE CIVIL

DE12 REMOVE PORTION OF CONC BLOCK RETAINING WALL. SALVAGE FOR

REINSTALLATION. SEE CIVIL.

DE13 REMOVE ENTIRE WINDOW. SALVAGE FOR REINSTALLATION.

DE14 REMOVE GYP BD ONE SIDE OF PARTITION FOR MECHANICAL DEMOLITION.

SEE MEP PLANS FOR ADDITIONAL INFORMATION.

DE15

REMOVE PORTION OF ACT CEILING SYSTEM AND ALL MEP ITEMS AS

REQUIRED FOR WORK IN THIS AREA. SEE PLANS AND MEP FOR ADDITIONAL

INFORMATION

DE16 REMOVE DOOR, FRAME AND HARDWARE. SALVAGE FOR REINSTALLATION

IN NEW LOCATION. SEE PLANS FOR ADDITIONAL INFORMATION

DE17 REMOVE SPLASH BLOCK AND PORTION OF METAL DOWNSPOUT AS

REQUIRED FOR WORK IN THIS AREA. SALVAGE FOR REINSTALLATION.

DE18 SAW CUT AND REMOVE CAST IN PLACE TERRAZZO COVE BASE, AT

PARTITION TO BE REMOVED. GRIND FLUSH WITH EXISTING FLOOR.

DE19

REMOVE CRASH RAIL, HIGH AND LOW, AND RIGID WALL COVERING AND ALL

ASSOCIATED TRIM. PREP WALL FOR FINISHES AS SCHEDULED. SEE FLOOR

PLANS AND ELEVATIONS FOR ADDITIONAL INFORMATION

DE20 PLUMBING FIXTURE TO BE REMOVED. SEE PLUMBING FOR ADDITIONAL

INFORMATION

DE21 REMOVE STAINLESS STEEL CABINET. SALVAGE FOR REINSTALLATION IN

DIFFERENT LOCATION. SEE PLANS FOR ADDITIONAL INFORMATION

DE22 REMOVE PORTION OF VCT AS REQUIRED FOR WORK IN THIS AREA. SEE

PLAN FOR ADDITIONAL WORK.

DE23 REMOVE PORTION OF CARPET TILE AS REQUIRED FOR WORK IN THIS

AREA. SEE PLAN FOR ADDITIONAL WORK.

DE24 REMOVE BENCH AND COAT HOOKS. SALVAGE FOR REINSTALLATION

DE25 REMOVE AND SALVAGE CORNER GUARD FOR REINSTALLATION

DE26 REMOVE GYP BD ONE SIDE OF PARTITION FOR ELECTRICAL WORK IN THIS

AREA. SEE MEP PLANS FOR ADDITIONAL INFORMATION.

DE27

REMOVE CRASH RAIL, HIGH AND LOW, RIGID WALL COVERING AND ALL

ASSOCIATED TRIM, AND CORNER GUARDS FROM EXISTING COLUMN. PREP

FOR FINISHES AS SCHEDULED. SEE SHEET AF101 FOR ADDITIONAL

INFORMATION

1/8" = 1'-0"1 LOWER LEVEL DEMOLITION PLAN - SITE

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

:4

P

M

AD101-R

LOWER LEVEL DEMOLITION PLAN

-AREA B RESTORATION

PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 JLU GJB

17639

0 8' 16'4'

KEY PLAN

UPUP

BB-18C

PREP/ ASEMBLY /

STORAGE

C006

CORRIDOR

BA-72

MECHANICAL

STAIR

BB-18E

LOW TEMP STERILIZERS

BB-15

CLEAN STORAGE

BB-20B

SCOPE PROCESSING

BA-42

STORAGE

BB-20

RECEIVING /

DECONTAMINATION

BB-21

CART LIFT S-3 MACHINE

BA-44B

MENS LOCKERBA-44

PASSAGE/ ANTE ROOM

BA-44A

WOMANS LOCKER

BB-20A

STERILIZERS

C002

CORRIDOR

BA-35

MEN'S

BA-37

HAC

BA-39

WOMEN'S

BA-41

MECHANICAL

BA-43

BREAK ROOM

BA-30

IRM HUB

STAIRS

BB-15B

MEN'S LOCKER

BB-16A

CLERK

BB-16B

CLERK

BB-15A

WOMEN'S LOCKER

BB-15A1

TOILET

BB-15B1

TOILET

BB-18B

CART WASH

BB-18A

MANUAL CART WASH

BA-70

OFFICE

BA-69

CONFREENCE ROOM

STAIR

BA-45

OFFICE

BA-70A

MECHANICAL

C004

PASSAGE

BB-12

PASSAGE

C001

CORRIDOR

BB-32

CHIEF SPD

BB-34

MECHANICAL

BB-30

ASSIST CHIEF SPD

BB-24

BREAK OUT

BB-34A

UPS

C008

CART LIFT S-4 MACHINE

BB-76

STAFF LOUNGE

BB-26

Room

BB-22

Room

BB-27

PHARMACY CHIEFBB-28

PHARMACY

BB-31

PHARMACY

BB-75

PHARMACY RECEIVING

BB-80

IN-PATIENT PHARMACY

BA-09

SOLED LINNEN

BA-10

BLDG-9 SWITCHGEAR

BA-65

OFFICE

T-01

TEMP TRAILER

CONNECTION

STAIR

BE-28

LOADING DOCK

BE-27

MECH

BE-25

MECH

BE-24

LINNEN

BD-47

ENG

BD-45

ENG

BD-43

GEMS

BD-41

EM-MNG

BD-50

ENGINEERING

BD-50B

ENG CHIEF

BD-50A

A CHIEF

BD-42

ENG CONF

BD-39

ENG

BD-37

ENG

BD-35

ENG

BD-33

MS

BD-31

ENG

BD-34

PRODUCTION

BD-36

SAFETY

BD-38

EEO

BD-40

FSAFETY

BD-11

WD-PROP

BD-05

MAIL

BD-10A

MAIL

BE-20

LINNEN

BE-10

MAIL ROOM

58A

CORRIDOR

T-01A

VESTIBULE

BB-09

TANK ROOM

BB-10

ENG/VAEA

BA-07

SPS STORAGE

BA-05

ENVO MGMT

BA-03

EMS

BA-08

BLDG 9 EMERG GEN

BA-01B

EMERG GEN BLDG 46

BA-01A

SWITCH GEAR BLDG 46

BA-01

MECHANICAL

STAIR BE-29

MECH

CORRIDOR

BE-30

STORAGE

BE-34

PHARMACY STORAGE

BE-09

MECH

BE-07

Room

BE-08

Room

BD-92

Room

BD-90

EQUIPMENT

BD-95

BREAKROOM

BD-80

STORAGE

BD-91

Room

ELEVATOR

BE-02

Room

AREA A, SHEET -

AREA B, SHEET -

/1 AS101-A

/2 AS101-B

BA-70C

HAC

BA-70B

ANTE ROOM

BD-02

TELECOM

BD-04

BREAK ROOM BD-06

TR

BD-08

STORAGE

BD-10

TOILET

BA-44C

HAC

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL, PLUMBING AND

OTHER SYSTEMS. THIS INCIDENTAL WORK MUST BE PART OF THIS CONTRACT.

INSPECT THESE AREAS TO ASCERTAIN WORK REQUIRED AND PERFORM THE WORK

IN ACCORDANCE OF CONTRACT REQUIREMENTS.

2. PROVIDE FIREPROOFING TO THE RATING REQUIRED AS INDICATED IN THE LIFE

SAFETY PLAN, CODE SUMMARY AND PER NFPA ON STRUCTURAL STEEL ELEMENTS.

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

4. PATCH OPENINGS CUT THOUGH RATED CONSTRUCTION WITH MATERIALS

COMPATIBLE WITH EXISTING ASSEMBLY TO RESTORE INTEGRITY OF THE RATING.

RESTORE FINISHES OF DISTURBED AREAS TO LIKE NEW CONDITION.

5. GENERAL CONTRACTOR TO CHECK MECHANICAL DRAWINGS FOR EXISTING PIPES

AND DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL

CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

6. RESTORE EXISTING FIREPROOFING TO RATINGS INDICATED ON LIFE SAFETY PLANS

WITH MATERIALS TO MATCH EXISTING.

7. AT LOCATIONS WHERE EXISTING FIRESTOPPING IS REQUIRED TO BE ALTERED,

REMOVE EXISTING FIRESTOPPING SYSTEM IN ITS ENTIRETY AND REPLACE FIRE

STOPPING SYSTEM WITH NEW FIRESTOPPING MATERIALS THAT MEET THE RATING

REQUIREMENTS OF THE PENETRATION.

8. DIMENSIONS OF EQUIPMENT ARE THOSE OF THE BASIS-OF-DESIGN EQUIPMENT.

VERIFY DIMENSIONS OF ACTUAL EQUIPMENT BEING PROVIDED TO COORDINATE

SPACE REQUIREMENTS.

9. VERIFY DIMENSIONS OF MECHANICAL OR ELECTRICAL EQUIPMENT PRIOR TO

FABRICATING SUPPORTS FOR THE EQUIPMENT.

10. PATCH AREAS DISTURBED OR MODIFIED BY THIS WORK WITH MATERIALS TO

MATCH EXISTING ADJACENT SURFACES OR SCHEDULED FINISHES AND TO A LIKE

NEW CONDITION.

11. PROVIDE ACCESS PANELS WHERE INDICATED ON DRAWINGS AND WHERE

DESCRIBED IN SPECIFICATIONS SECTION 08 31 13. COORDINATE LOCATIONS AND

SIZES REQUIRED (24" X 24" MINIMUM) WITH MECHANICAL, PLUMBING, ELECTRICAL

AND TECHNOLOGY SUBCONTRACTORS.

12. ABBREVIATIONS AND SYMBOLS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL,

AND ELECTRICAL MAY VARY BY DISCIPLINE. SEE RESPECTIVE DISCIPLINE SECTIONS

AND/OR DRAWINGS FOR DEFINITIONS.

13. AT MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, PROVIDE 3/4" FIRE

RETARDANT TREATED (FRT) PLYWOOD SURFACE ON SCHEDULED PARTITION FOR

SURFACE MOUNTED FIXTURES AND EQUIPMENT, PAINT WITH TWO LAYER OF

INTUMESCENT PAINT AND TOP COAT WITH GLOSS WHITE. UNLESS NOTED

OTHERWISE. DO NOT PAINT OVER FRT LABEL.

14. EVALUATE INTEGRITY OF EXISTING LIFE SAFETY RATED PARTITION ASSEMBLIES

INDICATED BY SYMBOLS ON THE LIFE SAFETY PLAN(S) WITHIN THE PROJECT SCOPE

INCLUDING PENETRATIONS THOUGH ASSEMBLY AND BASE AND HEAD OF ASSEMBLY.

WHERE GAPS OR DEFICIENCIES ARE FOUND, RESTORE INTEGRITY OF EXISTING

ASSEMBLIES WITH MATERIAL NECESSARY TO MEET REQUIRED RATING OF THE

ASSEMBLIES.

15. DEFINITIONS OF COMMON TERMS.

• FURNISH: TO SUPPLY AND DELIVER TO THE SITE, READY FOR INSTALLATION

• INSTALL: TO PLACE INTO POSITION SERVICE OR USE

• PROVIDE: TO FURNISH AND INSTALL

FLOOR PLAN SYMBOLS

EXISTING WALL TO

REMAIN

WALL

EXISTING DOOR

AND FRAME TO

REMAIN

DOOR

INTERIOR

BORROWED LIGHT

101B

101A

8'-0" DIMENSION LINE,

NOMINAL

8'-0" EXTENDED

DIMENSION LINE,

NOMINAL

AE2111A

INTERIOR

ELEVATION

INDICATOR TAG

2B

AE2O1

EXTERIOR

ELEVATION

INDICATOR TAG

1A

203 EQUIPMENT TAG

100 FLOOR SPOT

ELEVATIONWALL TAG

OFFICE

ROOM NAME AND

NUMBER

AE501

1A

DETAIL REFERENCE

TAG

AE2O1

EXTERIOR SECTION

REFERENCE TAG

1A

AE2O1

INTERIOR SECTION

REFERENCE TAG

1A

KEY NOTE

A

GRIDLINE

REVISION TAG

PR01

REVISION CLOUD

NOTE: NOT ALL SYMBOLS MAY BE USED ON EACH PLAN

FP10

B3

CURTIAN WALL TAG

OR

WINDOW TAG

CW1 W3OR

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

:4

P

M

AS100

LOWER LEVEL FLOOR

PLAN-OVERALL

PERFORM SITE PREP

FOR SPS EQUIPMENT

FARGO, ND

437-CSI-241

1/22/2025 JLU GJB

17639

3/64" = 1'-0"1 LOWER LEVEL FLOOR PLAN - AREA A

GENERAL NOTES

1. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL, PLUMBING AND

OTHER SYSTEMS. THIS INCIDENTAL WORK MUST BE PART OF THIS CONTRACT.

INSPECT THESE AREAS TO ASCERTAIN WORK REQUIRED AND PERFORM THE WORK

IN ACCORDANCE OF CONTRACT REQUIREMENTS.

2. PROVIDE FIREPROOFING TO THE RATING REQUIRED AS INDICATED IN THE LIFE

SAFETY PLAN, CODE SUMMARY AND PER NFPA ON STRUCTURAL STEEL ELEMENTS.

3. DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT IMMEDIATELY OF ANY

DISCREPANCIES.

4. PATCH OPENINGS CUT THOUGH RATED CONSTRUCTION WITH MATERIALS

COMPATIBLE WITH EXISTING ASSEMBLY TO RESTORE INTEGRITY OF THE RATING.

RESTORE FINISHES OF DISTURBED AREAS TO LIKE NEW CONDITION.

5. GENERAL CONTRACTOR TO CHECK MECHANICAL DRAWINGS FOR EXISTING PIPES

AND DUCTS FURRED IN WALLS. VERIFY SIZE AND LOCATION WITH MECHANICAL

CONTRACTOR PRIOR TO PROCEEDING WITH REMODELING.

6. RESTORE EXISTING FIREPROOFING TO RATINGS INDICATED ON LIFE SAFETY PLANS

WITH MATERIALS TO MATCH EXISTING.

7. AT LOCATIONS WHERE EXISTING FIRESTOPPING IS REQUIRED TO BE ALTERED,

REMOVE EXISTING FIRESTOPPING SYSTEM IN ITS ENTIRETY AND REPLACE FIRE

STOPPING SYSTEM WITH NEW FIRESTOPPING MATERIALS THAT MEET THE RATING

REQUIREMENTS OF THE PENETRATION.

8. DIMENSIONS OF EQUIPMENT ARE THOSE OF THE BASIS-OF-DESIGN EQUIPMENT.

VERIFY DIMENSIONS OF ACTUAL EQUIPMENT BEING PROVIDED TO COORDINATE

SPACE REQUIREMENTS.

9. VERIFY DIMENSIONS OF MECHANICAL OR ELECTRICAL EQUIPMENT PRIOR TO

FABRICATING SUPPORTS FOR THE EQUIPMENT.

10. PATCH AREAS DISTURBED OR MODIFIED BY THIS WORK WITH MATERIALS TO

MATCH EXISTING ADJACENT SURFACES OR SCHEDULED FINISHES AND TO A LIKE

NEW CONDITION.

11. PROVIDE ACCESS PANELS WHERE INDICATED ON DRAWINGS AND WHERE

DESCRIBED IN SPECIFICATIONS SECTION 08 31 13. COORDINATE LOCATIONS AND

SIZES REQUIRED (24" X 24" MINIMUM) WITH MECHANICAL, PLUMBING, ELECTRICAL

AND TECHNOLOGY SUBCONTRACTORS.

12. ABBREVIATIONS AND SYMBOLS OF ARCHITECTURAL, STRUCTURAL, MECHANICAL,

AND ELECTRICAL MAY VARY BY DISCIPLINE. SEE RESPECTIVE DISCIPLINE SECTIONS

AND/OR DRAWINGS FOR…