ATTACHMENT 8 - Drawings - Volume 1 - 5 of 8.pdf

02-1602-16

FIELD VERIFY

18' - 10"

F

IE

L D

V E

R

IF

Y

/1

02-28

02-3102-31

02-29

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO

FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED

CONDITIONS. COORDINATE DEMOLITION BETWEEN

ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

3. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR

CLARITY WITH THE EXCEPTION OF TOILET

PARTITIONS.

4. EXISTING WALL SHADED FOR CLARITY.

AREA OF WORK NOT IN THE SCOPE.

EXISTING TO REMAIN.

ITEMS TO BE DEMOLISHED. SEE

KEYNOTES.

PERIMETER OF NEW BUILDING

FOOTPRINT

AD1.51

AD1.51

02-31

02-28

02-28 02-28 02-33

FIRST LEVEL

100' - 0"

T.O. EXISTING ROOF DECK

111' - 2 3/4"

02-31

02-32

02-31

02-16

02-3102-31

02-28

02-29

02-26

02-27

02-2202-2202-2202-02

02-2202-2202-2202-2202-2202-2202-2202-22

02-25

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1 /2

:4

:5

A

M

CONSTRUCTION DOCUMENTS

11/16/21

DEMOLITION - EAST ELEVATION &

DETAILS

AD1.51

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

24 128

1/4" = 1'-0"

DEMO ELEVATION

GENERAL NOTES:

KEYNOTES:

02-02 REMOVE EXISTING DOOR, DOOR HARDWARE, AND

FRAME COMPLETELY.

02-16 REMOVE EXISTING MASONRY VENEER TO THE

EXTENTS SHOWN. ACCOMODATE NEW MASONRY AS

REQUIRED AT NEW PLANE. FIELD VERIFY.

02-22 DEMO EXISTING ALUMINUM WINDOW. PREP ROUGH

OPENING FOR INFILL. SEE SHEET A1.40 WALL TYPE

M3D FOR INFILL.

02-25 SAWCUT (PLANE) THE FACE OF THE PRE-CAST

ACCENT AT THE BASE OF THE BRICK. THE PRE-CAST

SHALL BE PLANED TO ALIGN WITH FACE BRICK ABOVE.

SEE STRUCTURAL DRAWINGS FOR FURTHER DETAIL.

02-26 REMOVE EXISTING BAY WINDOW SILL TO

ACCOMODATE NEW ROOF.

02-27 REMOVE PART OF EXISTING FRAMING AND GLAZING,

ACCOMODATE WINDOW PER NEW ROOF.

02-28 REMOVE EXISTING METAL FASCIA TO ITS ENTIRETY TO

ACCOMODATE NEW ROOF.

02-29 REMOVE EXISITNG CAST STONE BAND TO

ACCOMODATE NEW FLOOR PLAN.

02-31 REMOVE AND DISPOSE OF EXISTING ROOF ACCESS

HATCH AND RAILS.

02-32 REMOVE EXISTING LADDER AND REPLACE TO

ACCOMODATE NEW HEIGHT OF ROOF.

02-33 SEE MECHANICAL DRAWINGS FOR THE REMOVAL AND

REPLACEMENT OF THE EXISTING ROOF DRAIN.

DEMOLITION LEGEND:

SHEET SPECIFIC NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT THE PROJECT AND VERIFY EXISTING

CONDITIONS/DIMENSIONS AND PROPOSED CONDITIONS.

2. THE DEMOLITION PLAN INDICATES GENERAL INFORMATION AND INTENT. THE CONTRACTOR SHALL COORDINATE

DEMOLITION WITH NEW CONSTRUCTION TO ENSURE QUALITY OF FINAL PRODUCT.

3. DASHED BOLD LINES INDICATE EXTENT OF DEMOLITION INCLUDING THE FOLLOWING: INTERIOR PARTITIONS (REMOVE TO STRUCTURE); CEILINGS, INCLUDING CEILING SUSPENSION SYSTEM, MISC. STEEL SUPPORTS FOR SUSPENDED EQUIPMENT, SUSPENDED EQUIPMENT, LIGHT FIXTURES, DIFFUSERS AND GRILLES ETC.; FLOOR FINISHES (TO CONCRETE) INCLUDING CARPET, RESILIENT TILE, SHEET VINYL, CERAMIC TILE ETC; DOORS AND FRAMES UNLESS NOTED OTHERWISE; CMU BLOCK/BRICK AND BACKUP WALL SYSTEM; CABINET WORK, SHELVING, BASES; TOILET

PARTITIONS AND ACCESSORIES; EQUIPMENT ITEMS; PLUMBING FIXTURES.

4. GENERAL CONTRACTOR SHALL COORDINATE DEMOLITION BETWEEN ALL TRADES. NOTIFY A/E IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

5. REFER TO PHASING SHEET FOR PROJECT PHASING AND SEQUENCE OF WORK. ALL DEMOLITION AND REMODEL WORK

MUST BE CLOSELY COORDINATED WITH THE COR.

6. THE GENERAL CONTRACTOR SHALL INSPECT AND FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING WORK, INCLUDING ELEMENTS SUBJECT TO DAMAGE OR MOVEMENT DURING DEMOLITION, CUTTING OR PATCHING.

7. MATERIAL PRODUCT FROM DEMOLITION SHALL BECOME THE PROPERTY AND RESPONSIBILITY OF THE CONTRACTOR WITH THE EXCEPTION OF SPECIFIED ITEMS DESIGNATED EITHER IN THE PLANS OR VERBALLY REQUESTED BY THE

(COR) TO BE RETAINED BY THE VA.

8. OFFSITE DISPOSAL OF THE DEMOLISHED ITEMS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE

DISPOSED OF LAWFULLY.

9. DEMOLITION MATERIALS SHALL BE REMOVED FROM SITE ON A DAILY BASIS. COORDINATE WITH THE COR THE

IDENTIFICATION AND TRANSFER OF ANY ITEMS THAT NEED TO BE SALVAGED.

10. VERIFY LOCATION OF EXISTING UTILITY LINES PRIOR TO STARTING DEMOLITION. MAY NOT BE LIMITED TO UTILITIES SHOWN ON ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL PLANS. REFER TO THE THESE DRAWINGS

FOR ADDITIONAL INFORMATION.

11. UPON ENCOUNTERING UNFORESEEN CONDITIONS DURING REMODEL WORK, THE CONTRACTOR SHALL NOTIFY THE

(COR) BEFORE PROCEEDING.

12. COORDINATE DEMOLITION SHOWN ON THIS SHEET WITH DEMOLITION SHOWN ON MECHANICAL, PLUMBING, AND ELECTRICAL DEMOLITION DRAWINGS. CREATE PENETRATIONS AS REQUIRED FOR NEW CONSTRUCTION ON

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

13. THE CONTRACTOR SHALL PROTECT EXISTING CONSTRUCTION TO REMAIN. DAMAGE TO EXISTING CONSTRUCTION

SHALL BE REPAIRED TO EXISTING OR BETTER CONDITION.

14. ERECT AND MAINTAIN TEMPORARY PARTITIONS AND ENCLOSURES FOR EXTERIOR OPENINGS TO PREVENT THE

TRANSMISSION OF DUST, ODOR, AND NOISE AND MAINTAIN WEATHER TIGHT CONDITIONS.

15. PROVIDE TEMPORARY MECHANICAL EXHAUST SYSTEMS TO MAINTAIN A NEGATIVE PRESSURE WITHIN DEMOLITION

ZONES.

16. AT INTERSECTIONS OF REMOVED WALLS WITH WALL TO REMAIN, REPAIR REMAINING WALLS TO MATCH ADJACENT

FINISHED WALLS OR BETTER.

17. CONTRACTOR SHALL PROVIDE TEMPORARY SEAL AT ALL DOOR AND WALL OPENINGS AT PERIMETER WALLS DURING

DEMOLITION WORK TO PROTECT ADJACENT AREAS FROM DUST INTRUSION.

18. SOLID SHADED (GRAY) REGIONS DEPICT EXISTING CONSTRUCTION TO REMAIN.

19. SEE MECHANICAL, ELECTRICAL AND FIRE PROTECTION DRAWINGS FOR OTHER DEMOLITION WORK.

20. CONTRACTOR SHALL BE RESPONSIBLE FOR MOVING ALL FURNISHINGS AND NON PERMANENTLY ATTACHED

EQUIPMENT PRIOR TO COMMENCEMENT OF DEMOLITION. CONTRACTOR SHALL COORDINATE WITH COR ON LOCATION

OF STORED FURNISHINGS.

21. CAP/ABANDON ALL UTILITIES NOT REMOVED TO MAKE ROOM FOR NEW CONSTRUCTION AS REQUIRED. COORDINATE

WITH PROPOSED NEW CONSTRUCTION CONDITIONS.

22. SEE DEMOLITION CEILING PLAN FOR CEILING DEMOLITION.

23. CONTRACTOR SHALL PROTECT ADJACENT ROOMS FROM DAMAGE DURING CONSTRUCTION. RESTORE ALL DAMAGE

TO ORIGINAL CONDITION.

24. ALL INFILL AND PATCHWORK SHALL MATCH ADJACENT SURFACES, IE. WALL, CEILINGS, FLOORS, ETC. COORDINATE

WITH NEW FINISHES WHERE REQUIRED; SEE FINISH SCHEDULE FOR DISTURBED/DAMAGED BY DEMOLITION AND NEW

CONSTRUCTION.

25. DEMOLITION PLANS SHOW EXISTING ROOM NAMES AND NUMBERS. ALL OTHER DRAWINGS SHOW NEW AND EXISTING

ROOM NAMES AND NUMBERS.

1/8" = 1'-0"

DEMOLITION - ROOF PLAN

3/4" = 1'-0"

DEMO ROOF HATCH ACCESS LADDER

1/4" = 1'-0"

Elevation 3 - a

NORTH

N

UP

S P

S P

S P

S P

SPSP SPSP

S P

S P

S P

SPSP SPSPSPSPSP

S P

S P

S P

S P

S P

S P

SP

S P

SP SPSP SP

S P

S P

S P

S P

SP SP

A2.001

A2.00 3

A

A3.00

A3.00

A3.00

A3.00

A3.00

A3.00

A4.00

A4.00

MECHANICAL

ROOM

EBD - 70

STORAGE

EBD - 80

BREAK ROOM

EBD - 95

WET ROOM

BD - 133

TOILET

BD - 132

OFFICE

BD - 131

CONFERENCE

ROOM

BD - 130

STANDALONE

PRIMARY

BD - 110

MECHANICAL

BD - 117

ELECTRICAL

BD - 130A

GEMS STORAGE

BD - 120

HOUSEKEEPING

EXPENDABLES

BD - 121

MEN'S LOCKER

ROOM

BD - 118

WOMEN'S

LOCKER ROOM

BD - 119

LEADS

WORKROOM

BD - 122

EQUIPMENT

STORAGE

BD - 116

CART STORAGE

BD - 115

EMS WORKROOM

BD - 112

STAFF LOUNGE

BD - 123

OFFICE

BD - 114

OFFICE

SUPERVISORS

BD - 124

SECRETARY

OFFICE

BD - 126

OFFICE EMS

CHIEF

BD - 127

OFFICE EMS

ASST CHIEF

BD - 128

OFFICE ADMIN

OFFICER

BD - 129

OFFICE GEMS

COORDINATOR

BD - 125

OFFICE

PROGRAM

SUPPORT ASST

BD - 113

A5.01

A4.00

A4.00

B

C

CORRIDOR

CO01

CORRIDOR

CO02

CORRIDOR

CO03

B D

-1

BD-116

B D

-1

B D

-1

B D

-1

B D

-1

B D

-1

B D

-1

B D

-1

B D

-1

B D

-1

B D

-1

B D

-1

B D

-1

B D

-1

B D

-1

B D

-1

BD-130A

C O

BD-110

BD-112

BD-125

BD-124

CO03A

BD-117B

STAIRWELL

#24

STAIRWELL

EBD - 70A 09-35 09-35 09-35

A1.43

A1.43

A1.43

A1.43

A1.43

A1.43

A1.43

A1.43

SIM

A1.43

SIM

A1.43

A1.43

A1.43

SIM

A1.43

A1.43

SIM

A1.43

A1.43

SIM

A1.43

SIM

A1.43

A1.43

A1.43

A1.44

A1.44

A4.00

A3.00

A3.20

A5.019

A5.0113

A5.01 15

A5.01 19

A3.00

A3.00

CO01

CO03B

BD-118A

BD-118B BD-119B

BD-119A

B D

-1

B D

-1

MHO

WOMEN'S

SHOWER

BD - 119A

MEN'S SHOWER

BD - 118A

WOMEN'S TOILET

BD - 119B

MEN'S TOILET

BD - 118B

A5.0232

A3.11

FEC

F E

C

FEC

SIM.

11-01

11-01

07-0707-07

A1.43

Sim

D

07-07

09-4409-4409-44

A5.01

AREA NOT IN THE SCOPE. EXISTING

TO REMAIN.

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

2. SEE SHEET G0.03 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL

EXPOSED STRUCTURAL STEEL,

DECKING,SECONDARY STRUCTURE WITHIN

CEILING SPACE ABOVE BASEMENT & FIRST

FLOOR LEVEL CEILING, TYP. EXCEPT STAIRS.

KEYPLAN

NOT TO SCALE

N

FIRE BARRIER SYMBOLS

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

SMOKE PARTITION

2-HOUR SMOKE BARRIER

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1 /2

:4

:5

A

M

CONSTRUCTION DOCUMENTS

11/16/21

FLOOR PLAN - BASEMENT LEVEL

A1.01

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

25 128

1/8" = 1'-0"

NEW FLOOR PLAN - BASEMENT LEVEL

LEGEND:

SHEET SPECIFIC NOTES:

1. 88' - 0" FINISH FLOOR BASEMENT LEVEL

2. SEE CODE PLAN FOR CODE INFORMATION.

3. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL

TYPES.

4. SYSTEMS FURNISHINGS AND OWNER PROVIDED

CONTRACTOR INSTALLED ITEMS SHOWN DASHED

LINEWORK, SEE FFE PLANS FOR CLARITY.

5. MECHANICAL, PLUMBING, & ELECTRICAL FIXTURES

SHOWN FOR REFERENCE ONLY, SEE

MECHANICAL/ELECTRICAL DRAWINGS.

6. REFER TO PHASING PLAN FOR AREAS OF WORK

SEQUENCE AND TEMPORARY CONSTRUCTION

PARTITIONS.

GENERAL NOTES:

KEYNOTES:

07-07 APPLY 60 MIL INTUMESCENT FIRE-PROOFING PAINT, UL

BXUV. Y634 ALL ALL EXPOSED STEEL STRUCTURE (IE

BEAMS, DECK, LATERAL BRACING).

09-35 INFILL WITH WALL TYPE M3D (2HR RATED WALL). PAINT

AND FINISH INTERIOR TO MATCH EXISTING ADJACENT

WALL AREA.

09-44 SEE DIMENSION PLAN FOR WALL TYPES BEING PLACED

IN OPENINGS LEFT FROM THE REMOVED LOUVERS.

WALL INFILL SHALL BE CONSTRUCTED TIGHT TO THE

NEW DUCTWORK THAT IS SHOWN ON MECHANCIAL

DRAWINGS.

11-01 WALL MOUNTED DISPLAY BY OWNER. TYPICAL. SEE

ELECTRICAL FOR CONNECTION TYP.

NORTH

N

ROOM SCHEDULE - BASEMENT LEVEL

Number Name

BD - 110 STANDALONE PRIMARY

BD - 112 EMS WORKROOM

BD - 113 OFFICE PROGRAM SUPPORT ASST

BD - 114 OFFICE

BD - 115 CART STORAGE

BD - 116 EQUIPMENT STORAGE

BD - 117 MECHANICAL

BD - 118 MEN'S LOCKER ROOM

BD - 118A MEN'S SHOWER

BD - 118B MEN'S TOILET

BD - 119 WOMEN'S LOCKER ROOM

BD - 119A WOMEN'S SHOWER

BD - 119B WOMEN'S TOILET

BD - 120 GEMS STORAGE

BD - 121 HOUSEKEEPING EXPENDABLES

BD - 122 LEADS WORKROOM

BD - 123 STAFF LOUNGE

BD - 124 OFFICE SUPERVISORS

BD - 125 OFFICE GEMS COORDINATOR

BD - 126 SECRETARY OFFICE

BD - 127 OFFICE EMS CHIEF

BD - 128 OFFICE EMS ASST CHIEF

BD - 129 OFFICE ADMIN OFFICER

BD - 130 CONFERENCE ROOM

BD - 130A ELECTRICAL

BD - 131 OFFICE

BD - 132 TOILET

BD - 133 WET ROOM

CO01 CORRIDOR

CO02 CORRIDOR

CO03 CORRIDOR

EBD - 70 MECHANICAL ROOM

EBD - 80 STORAGE

STAIRWELL #24 STAIRWELL #24

DN

S P

S P

S P

SP SP

S P

S P

S P

SPSP

S P

S P

S P

SP SPSP SP

SP SP

SPSP

S P

S P

S P

S P

SP SP

SP SP

SP SP

A2.001

A2.00 3

BARIATRIC EXAM

1D -176

EXAM

1D -175

EXAM

1D -174

EXAM

1D -172

EXAM

1D -171

RECEPTION/WAITING

1D -193

OFFICE

1D -199

OFFICE

1D -198

HAC

1D -178

EXAM

1D -189

EXAM

1D -190

EXAM

1D -187

EXAM

1D -186

EXAM

1D -185

EXAM

1D -184

EXAM

1D -181

EXAM

1D -179

EXAM

1D -177

STAFF TLT

1D -188A

EQUIP STG

1D -191A

WELLNESS

1D -191

OFFICE

1D -196

BREAK ROOM

1D -188

PHARMACY

OFFICE

1D -192

ELECT

1D -195

LOGISTICS STG

1D -194

SOILED

E1D -86

EXAM

E1D -102 SOILED

E1D -103

EXAM

E1D -104

TLT

E1D -109

OFFICE (M.H.)

E1D -108

CONSULT (M.H.)

E1D -110

OFFICE (M.H.)

E1D -112

LINEN

E1D -113

TLT

E1D -115

COPY AREA

E1D -121

OFFICE (PHARM)

E1D -122

TLT

E1D -123

WORK ROOM

(P.C. DOC'S)

E1D -124

CONSULT (S.W.)

E1D -126

TOILET

E1D -127

TOILET

E1D-127A

HAC

E1D -131

SOCIAL

WORKER'S

CONSULT

E1D -132

SOCIAL

WORKERS

E1D -133

MEDS

E1D -134

OPER 8

E1D -135

ELEV

E37

LOCKER

E1D - 128

CONF

E1D - 129

STAFF BREAK

ROOM

E1D - 130

STAIRWELL

#24

TLT

E1D - 117

A

OFFICE

1D -197

A3.00

A3.00

A3.00

A3.00

A3.00

A3.00

A4.00

A4.00

WORK ROOM

1D -173

CLEAN LINEN

1D -180

TOILET

1D -182

SOILED LINEN

1D -183

A4.00

B

C

CORRIDOR

CO04

CORRIDOR

CO05

CORRIDOR

CO06

1D-176 1D-175 1D-174 1D-172 1D-171

D

-1

D

-1

D

-1

D

-1

D

-1

D

-1

D

-1

1D-184 1D-185 1D-186 1D-187 1D-189 1D-190 1 D

-1 A

D

-1

D

-1 B

D

-1 7 1D-178

D

-1

1D-180

1D-182

D

-1

1D-183

1D-191

CO06A

D

-1 A

A1.02

D

-1 B

A1.43

A1.43

A1.43

A1.43

A1.43

A1.43

A1.43

A1.43

CONSULT PHARM

E1D -116

WORK ROOM

(P.C. DOC'S)

E1D -120

CORRIDOR

1D -121

A1.43

SIM

09-3509-35 09-35 09-35 09-35 09-35

09-35 09-35 09-35 09-35 09-35 09-35

SIM

SIM

SIM SIM SIM

A1.43

A1.43

SIM

A1.43

A1.43

A1.43

SIMA1.43

SIM

A1.43

SIM

A1.43

1D-188A

A5.02 2

A5.0221

A5.02

A5.0231

A5.02

A5.02

A5.02

A4.00

A3.00

A3.20

A3.00

A3.00

1D-192

D

-1

15 9

MHO

A6.01

A3.11

A5.02 33

FEC

FEC

F E

C

FEC

A1.44

A5.02

CORRIDOR

E1D - CO

11-01

11-01

11-01

21-02

A5.02

A5.0227

A5.0226

07-0707-07

A5.02

1 Sim

S im

3 Sim

S im

A5.02

2 Sim

S im

4 Sim

S im

A5.02 2

S im

S im

1 Sim

3 Sim

D

11-21

E D

-1

AREA NOT IN THE SCOPE. EXISTING

TO REMAIN.

KEYPLAN

NOT TO SCALE

N

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

2. SEE SHEET G0.03 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL

EXPOSED STRUCTURAL STEEL,

DECKING,SECONDARY STRUCTURE WITHIN

CEILING SPACE ABOVE BASEMENT & FIRST

FLOOR LEVEL CEILING, TYP. EXCEPT STAIRS.

FIRE BARRIER SYMBOLS

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

SMOKE PARTITION

2-HOUR SMOKE BARRIER

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1 /2

:4

:2

A

M

CONSTRUCTION DOCUMENTS

11/16/21

FLOOR PLAN - FIRST LEVEL

A1.02

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

26 128

NORTH

N

1/8" = 1'-0"

NEW FLOOR PLAN - FIRST LEVEL

LEGEND:

ROOM SCHEDULE - FIRST LEVEL

Number Name

1D -121 CORRIDOR

1D -171 EXAM

1D -172 EXAM

1D -173 WORK ROOM

1D -174 EXAM

1D -175 EXAM

1D -176 BARIATRIC EXAM

1D -177 EXAM

1D -178 HAC

1D -179 EXAM

1D -180 CLEAN LINEN

1D -181 EXAM

1D -182 TOILET

1D -183 SOILED LINEN

1D -184 EXAM

1D -185 EXAM

1D -186 EXAM

1D -187 EXAM

1D -188 BREAK ROOM

1D -188A STAFF TLT

1D -189 EXAM

1D -190 EXAM

1D -191 WELLNESS

1D -191A EQUIP STG

1D -192 PHARMACY OFFICE

1D -193 RECEPTION/WAITING

1D -194 LOGISTICS STG

1D -195 ELECT

1D -196 OFFICE

1D -197 OFFICE

1D -198 OFFICE

1D -199 OFFICE

CO04 CORRIDOR

CO05 CORRIDOR

CO06 CORRIDOR

E1D -108 OFFICE (M.H.)

E1D -110 CONSULT (M.H.)

E1D -112 OFFICE (M.H.)

E1D -116 CONSULT PHARM

E1D -120 WORK ROOM (P.C. DOC'S)

E1D -122 OFFICE (PHARM)

E1D -124 WORK ROOM (P.C. DOC'S)

E1D -126 CONSULT (S.W.)

E1D - 128 LOCKER

E1D - 129 CONF

E1D - 130 STAFF BREAK ROOM

E1D-127A TOILET

EBD - 70A STAIRWELL

STAIRWELL #24 STAIRWELL #24

SHEET SPECIFIC NOTES:

GENERAL NOTES:

FURNITURE SCHEDULE

TAG NAME

1 BARIATRIC CHAIR

2 STANDARD CHAIR

3 DUAL MONITOR DESK

4 ACUPUNCTURE TABLE

5 HANDWASHING SINK

6 EXAM ROOM CURTAIN

7 FOLDING CHAIR

8 WORK CHAIR

1/4" = 1'-0"

TYPICAL - FURNITURE PLAN LAYOUT

SHEET SPECIFIC NOTES:

1. 100' - 0" FINISH FLOOR FIRST LEVEL

2. SEE CODE PLAN FOR CODE INFORMATION.

3. SEE DIMENSION PLAN FOR DIMENSIONS AND WALL

TYPES.

4. SYSTEMS FURNISHINGS AND OWNER PROVIDED

CONTRACTOR INSTALLED ITEMS SHOWN DASHED

LINEWORK, SEE FFE PLANS.

5. MECHANICAL, PLUMBING, & ELECTRICAL FIXTURES

SHOWN FOR REFERENCE ONLY, SEE

MECHANICAL/ELECTRICAL DRAWINGS.

6. REFER TO PHASING PLAN FOR AREAS OF WORK

SEQUENCE AND TEMPORARY CONSTRUCTION

PARTITIONS.

KEYNOTES:

07-07 APPLY 60 MIL INTUMESCENT FIRE-PROOFING PAINT, UL

BXUV. Y634 ALL ALL EXPOSED STEEL STRUCTURE (IE

BEAMS, DECK, LATERAL BRACING).

09-35 INFILL WITH WALL TYPE M3D (2HR RATED WALL). PAINT

AND FINISH INTERIOR TO MATCH EXISTING ADJACENT

WALL AREA.

11-01 WALL MOUNTED DISPLAY BY OWNER. TYPICAL. SEE

ELECTRICAL FOR CONNECTION TYP.

11-21 BLANKET WARMER BY OWNER. SEE ELECTRICAL FOR

CONNECTION.

21-02 OVERFLOW ROOF DRAIN LAMBS TOUNGE. COORDINATE

PLACEMENT WITH MECHANICAL DRAWINGS.

S P

S P

S P

S P

SPSP SPSP

S P

S P

S P

SPSP SPSPSPSPSP

S P

S P

S P

S P

S P

S P

SP

S P

SP SPSP SP

S P

S P

S P

S P

SP SP

16 16

14 14

13 13

A

18 18

MECHANICAL

ROOM

EBD - 70

STORAGE

EBD - 80

BREAK ROOM

EBD - 95

91' - 0"

13' - 4"

1' - 10" 87' - 4" 1' - 10" 11' - 6" 1' - 10" 20' - 8" 18' - 2" 1' - 5"

WET ROOM

BD - 133

TOILET

BD - 132

OFFICE

BD - 131 CONFERENCE

ROOM

BD - 130

STANDALONE

PRIMARY

BD - 110

MECHANICAL

BD - 117

ELECTRICAL

BD - 130A

GEMS STORAGE

BD - 120

HOUSEKEEPING

EXPENDABLES

BD - 121

MEN'S LOCKER

ROOM

BD - 118

WOMEN'S

LOCKER ROOM

BD - 119

LEADS

WORKROOM

BD - 122

EQUIPMENT

STORAGE

BD - 116

CART STORAGE

BD - 115

EMS WORKROOM

BD - 112

STAFF LOUNGE

BD - 123

OFFICE

BD - 114

OFFICE

SUPERVISORS

BD - 124

SECRETARY

OFFICE

BD - 126

OFFICE EMS

CHIEF

BD - 127

OFFICE EMS

ASST CHIEF

BD - 128

OFFICE ADMIN

OFFICER

BD - 129

OFFICE GEMS

COORDINATOR

BD - 125

OFFICE

PROGRAM

SUPPORT ASST

BD - 113

B

C

3' - 3"7' - 3"2' - 8"8' - 6"

22' - 7" 13' - 0" 11' - 6" 13' - 9" 10' - 10" 13' - 8"

2' - 2" 1' - 3"1' - 3" ± 1' - 8"

29' - 0" 29' - 1" 10' - 2" 9' - 8"

2' - 6" 18' - 11"

2' - 0"

6' - 3"

19' - 10"

41' - 11" 36' - 0"

42' - 2" 10' - 4" 25' - 5"

6' - 2"

10' - 3"

12' - 10"

2' - 4"

15' - 8" 11' - 8" 9' - 3" 10' - 1" 8' - 11"

1' - 7"

1' - 2"

1' - 0"

18' - 6" 7' - 10" 9' - 10" 10' - 8"

15' - 4" 17' - 6"

2' - 0"

2' - 4"

9' - 10" 19' - 6"

4' - 0" 13' - 2"

2' - 4"

"1

6' - 6" 3' - 0" 5' - 4" 3' - 0" 6' - 4" 3' - 0" 13' - 0"

3' - 0"

1' - 0"

3' - 0"

1' - 0"

3' - 0" 4' - 0"

16' - 0" 3' - 8"

1' - 10" 30' - 0" 20' - 11" 19' - 3"

8' - 2"

M6A

M6A

SW1

SW1

M2A

SW1

M2A

M3A

M3A

M2A

M3A

M3A

M2A

M3A

M2A

M3AM3A

M3A

M3A

M3A

M2A

M3A

M3A M3B M3B M3B

M3B

M3A

M3B

M3B

M3A

M6B

M3A

M3AM3A

M3A

M2A

M3A

M14A

M3B

M3A

M2A

M6B

M2A

M3A M3A M3A

M6A

M2A

M2A

M3A

M3AM2A

M2A

M6B

M3A

M3A

M3A

M3A

M3AM3A

M3A

M3A

M2A

M3A

M3A M3A

M2A

M2A

M3A

M3B

B12D

B8C E3 2E3 2

M3A

M2A

M3A

M6A

M3A

M3A M3A

M12A

M3A

M3A

M3A

M2A

M3B

M3B

SW1SW1

M3B

D DD

D D D

A

F M3A

M3A

STAIRWELL

EBD - 70A

WOMEN'S

SHOWER

BD - 119A

MEN'S SHOWER

BD - 118A

WOMEN'S TOILET

BD - 119B

MEN'S TOILET

BD - 118B

STAIRWELL

#24

6' - 6 13/16" 7' - 8 13/16"

/8

/4

5' - 4 1/16"

C

88' - 0"

M3DM3DM3DM3DM3DM3DSW1

M3B

SW1

M3A

D

M3B

A1.44

KEYPLAN

NOT TO SCALE

N

AREA NOT IN THE SCOPE. EXISTING

TO REMAIN.

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

2. SEE SHEET G0.03 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL

EXPOSED STRUCTURAL STEEL,

DECKING,SECONDARY STRUCTURE WITHIN

CEILING SPACE ABOVE BASEMENT & FIRST

FLOOR LEVEL CEILING, TYP. EXCEPT STAIRS.

FIRE BARRIER SYMBOLS

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

SMOKE PARTITION

2-HOUR SMOKE BARRIER

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1 /2

:4

:3

A

M

CONSTRUCTION DOCUMENTS

11/16/21

DIMENSION PLAN - BASEMENT LEVEL

A1.20

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

27 128

1/8" = 1'-0"

DIMENSION PLAN - BASEMENT LEVEL

LEGEND:

GENERAL NOTES:

SHEET SPECIFIC NOTES:

1. ALL DIMENSIONS ARE FACE OF STUD OR FACE OF

MASONRY UNLESS NOTED OTHERWISE. AT

PARTITION WALLS, DIMENSIONS ARE TO ONE SIDE

OF WALL.

2. OPENINGS ARE DIMENSIONED TO FRAME WIDTH.

CONTRACTOR TO COORDINATE ROUGH OPENING

DIMENSIONS AS REQUIRED.

3. SEE ENLARGED AREA PLANS FOR WALL TYPE

INDICATIONS AND DIMENSIONS.

NORTH

N

DN

S P

S P

S P

SP SP

S P

S P

S P

SPSP

S P

S P

S P

SP SPSP SP

SP SP

SPSP

S P

S P

S P

S P

SP SP

SP SP

SP SP

A

BARIATRIC EXAM

1D -176

EXAM

1D -175

EXAM

1D -174

EXAM

1D -172

EXAM

1D -171

RECEPTION/WAITING

1D -193

OFFICE

1D -199

OFFICE

1D -198

HAC

1D -178

EXAM

1D -189

EXAM

1D -190

EXAM

1D -187

EXAM

1D -186

EXAM

1D -185

EXAM

1D -184

EXAM

1D -181

EXAM

1D -179

EXAM

1D -177 STAFF TLT

1D -188A

EQUIP STG

1D -191A

WELLNESS

1D -191

OFFICE

1D -196

BREAK ROOM

1D -188

PHARMACY

OFFICE

1D -192

ELECT

1D -195

LOGISTICS STG

1D -194

SOILED

E1D -86

EXAM

E1D -102

SOILED

E1D -103

EXAM

E1D -104

TLT

E1D -109

OFFICE (M.H.)

E1D -108

CONSULT (M.H.)

E1D -110

OFFICE (M.H.)

E1D -112

LINEN

E1D -113

TLT

E1D -115

COPY AREA

E1D -121

OFFICE (PHARM)

E1D -122

TLT

E1D -123

WORK ROOM

(P.C. DOC'S)

E1D -124

CONSULT (S.W.)

E1D -126

TOILET

E1D -127

TOILET

E1D-127A

HAC

E1D -131

SOCIAL

WORKER'S

CONSULT

E1D -132

SOCIAL

WORKERS

E1D -133

MEDS

E1D -134

OPER 8

E1D -135

ELEV

E37

LOCKER

E1D - 128

CONF

E1D - 129

STAFF BREAK

ROOM

E1D - 130

STAIRWELL

#24

TLT

E1D - 117

OFFICE

1D -197

SOILED LINEN

1D -183

TOILET

1D -182

CLEAN LINEN

1D -180

B

C

4' - 4"

3' - 0"

1' - 0"

3' - 0"

4' - 4"

3' - 0"

1' - 0"

3' - 0"

4' - 8"

3' - 0"

1' - 0"

3' - 0"

4' - 4"

3' - 0"

1' - 0"

3' - 0"

4' - 8"

3' - 0"

1' - 0"

3' - 0"

4' - 4"

3' - 0"

1' - 0"

3' - 0" 22' - 0"

10' - 9" 11' - 6" 11' - 6" 11' - 6" 11' - 6" 11' - 6"

4' - 2"

13' - 3"

1' - 8" 22' - 9" 23' - 4" 24' - 1" 17' - 3" 1' - 8" 11' - 8" 22' - 6" 19' - 5"

1' - 9" 1' - 5"

90' - 8" 53' - 6"

4' - 0"

3' - 8"

4" 3' - 0"

3' - 4"

3' - 0" 5' - 4" 3' - 0"

6' - 4"

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

1' - 6"

6' - 1" 10' - 4"

19' - 10" 10' - 2"

5' - 5"

14' - 5"

11' - 11" 12' - 5" 12' - 5" 12' - 5" 12' - 5"

14' - 7"

11' - 5" 44' - 8"

8' - 6" 9' - 7" 11' - 9" 6' - 2" 8' - 10" 8' - 10" 8' - 10" 8' - 11" 8' - 10"

M6B

M3C M6C M3C

M6C

M2A

M6CM3C M6CM3C

M2A

M6CM3C M3C

M3B

M3A M2AM3C

M6C

M6C

M6C

M3C M2A

M2A M3C

M3C

M3C

M3B

M3B

M6A M6A M6A M6A M3CM6B

M3C M3C M3C M3C

SW1 SW1 SW1

M3A M3A

M3A

CONSULT PHARM

E1D -116

WORK ROOM

(P.C. DOC'S)

E1D -120

M3C

M2A

SW1

SW1 SW1

M12A

SW1

M3A

M3AM3A

M3A

M3AM2AM3C

M3A

M6A

M3A

M6A

M6A

M6A

M16A M3A

M3A

M2A M3A

M2A

M3A

M3B

M2A

M6C

M3A

M3A

M3A

M3A M6A M3C M3C

M3C

M3C M3C M3CM2A B8C

M2A M2A

M3A M3C M3C

SW1

M3C M3C M3C

SW1 B12D

E3'E3'

M3A

M3A

SW1

SW1SW1

M3A'

M2A

M3D M3D M3D M3D M3D M3D

D

D

E

D

D

D

D

D

D

E

D D D D D D D D D D D D

D

D D D C

A

B

M6A

WORK ROOM

1D -173

M2AM2A

SW1SW1 M3D M3D M3DM3D M3D M3D

M2A

M3A

E3

100' - 0"

M3B

D

8' - 4"

3' - 8"

6' - 7"

3' - 4" 7' - 7"

10"

10"

13' - 5" 8' - 6" 16' - 3"

KEYPLAN

NOT TO SCALE

N

AREA NOT IN THE SCOPE. EXISTING

TO REMAIN.

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

2. SEE SHEET G0.03 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL

EXPOSED STRUCTURAL STEEL,

DECKING,SECONDARY STRUCTURE WITHIN

CEILING SPACE ABOVE BASEMENT & FIRST

FLOOR LEVEL CEILING, TYP. EXCEPT STAIRS.

FIRE BARRIER SYMBOLS

1-HOUR FIRE BARRIER

2-HOUR FIRE BARRIER

SMOKE PARTITION

2-HOUR SMOKE BARRIER

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1 /2

:4

:5

A

M

CONSTRUCTION DOCUMENTS

11/16/21

DIMENSION PLAN - FIRST LEVEL

A1.21

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

28 128

1/8" = 1'-0"

DIMENSION PLAN - FIRST LEVEL

NORTH

N

LEGEND:

GENERAL NOTES:

SHEET SPECIFIC NOTES:

1. ALL DIMENSIONS ARE FACE OF STUD OR FACE OF

MASONRY UNLESS NOTED OTHERWISE. AT

PARTITION WALLS, DIMENSIONS ARE TO ONE SIDE

OF WALL.

2. OPENINGS ARE DIMENSIONED TO FRAME WIDTH.

CONTRACTOR TO COORDINATE ROUGH OPENING

DIMENSIONS AS REQUIRED.

3. SEE ENLARGED AREA PLANS FOR WALL TYPE

INDICATIONS AND DIMENSIONS.

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

2. SEE SHEET G0.03 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL

EXPOSED STRUCTURAL STEEL,

DECKING,SECONDARY STRUCTURE WITHIN

CEILING SPACE ABOVE BASEMENT & FIRST

FLOOR LEVEL CEILING, TYP. EXCEPT STAIRS.

E2

FACE BRICK

7/8" DRAINAGE MAT

1" RIGID INSULATION

FLUID APPLIED MEMBRANE AIR/MOISTURE BARRIER

1/2" GYPSUM BOARD SHEATHING

6" METAL STUDS AT 16" O.C. WITH BLOWN IN BLANKET SYSTEM INSULATION

5/8" GYPSUM BOARD

5/8" TYPE 'X' GYPSUM BOARD

1 5/8" METAL STUDS AT 16"O.C.

FULL BATT INSULATION

M2A

5/8" TYPE 'X' GYPSUM BOARD

3 5/8" METAL STUDS AT 16"O.C.

FULL BATT INSULATION

5/8" TYPE 'X' GYPSUM BOARD

"M3A

5/8" TYPE 'X' GYPSUM BOARD

3 5/8" METAL STUDS AT 16"O.C.

FULL BATT INSULATION

NOTE:

1. PROVIDE ACOUSTICAL INSULATION AT WALL CAVITIES.

2. ALL WALLS (NO MATTER WHAT TYPE OR IF JUST FURRING OUT AN

EXISTING WALL) WILL GO DECK TO DECK. FIRE AND SMOKE BARRIERS AS

WELL AS CORRIDOR WALLS SHALL HAVE ALL PENETRATIONS FIRE

CAULKED / FIRE PROOFED. WALLS BETWEEN ROOMS SHALL BE SEALED

WITH FIRE TAPING OF THE WALL OR STANDARD CAULKING. UNLESS

HIGHER LEVEL OF PROTECTION REQUIRED IF WALL IS RATED.

ALL WALLS GET MENERAL WOOL AT MINIMUM IN CAVITY. RATED WALLS

GET 2 HR FIRE STOP PRODUCTS & APPLIES TO ALL CORRIDOR WALLS AS

WELL. BETWEEN ROOM GET SILICONE, TAPED/MUDDED, ETC. FOR 1 HR

WALL.

3. SEE DRAWING SHEET G1.01 FOR RATED WALL (BOTH FIRE AND SMOKE)

REQUIREMENTS.

4. CEMENTISOUS TILE BACKER BOARD SHALL BE SUBSTITUTED FOR

GYPSUM WALL BOARD AT ALL LOCATIONS WITH WALL TILE.

M3B

5/8" TYPE 'X' GYPSUM BOARD

6" METAL STUDS AT 16"O.C.

FULL BATT INSULATION

5/8" TYPE 'X' GYPSUM BOARD

M6A

5/8" TYPE 'X' GYPSUM BOARD

6" METAL STUDS AT 16"O.C.

FULL BATT INSULATION

"M6B

M12A

M14A

5/8" TYPE 'X' GYPSUM BOARD

8" CMU

1 5/8" METAL STUDS AT 16"O.C.

5/8" TYPE 'X' GYPSUM BOARD

8" CMU

B8C

B12D

5/8" TYPE 'X' GYPSUM BOARD

3 5/8" METAL STUDS AT 16" O.C.

FULL BATT INSULATION

6 3/4" AIR GAP

3 5/8" METAL STUDS AT 16" O.C.

FULL BATT INSULATION

5/8" TYPE 'X' GYPSUM BOARD

"M16A

5/8" TYPE 'X' GYPSUM BOARD

3 5/8" METAL STUDS AT 16" O.C.

FULL BATT INSULATION

8 3/4" AIR GAP

3 5/8" METAL STUDS AT 16" O.C.

FULL BATT INSULATION

5/8" TYPE 'X' GYPSUM BOARD

(2) 5/8" TYPE 'X' GYPSUM BOARD

3 5/8" METAL STUDS AT 16"O.C.

FULL BATT INSULATION

(2) 5/8" TYPE 'X' GYPSUM BOARD

"M3D

STC=40 MIN

UL419 = 2 HOURS

5/8" TYPE 'X' GYPSUM BOARD

3 5/8" METAL STUDS AT 16" O.C.

FULL BATT INSULATION

4 3/4" AIR GAP

3 5/8" METAL STUDS AT 16" O.C.

FULL BATT INSULATION

5/8" TYPE 'X' GYPSUM BOARD

(2) 5/8" TYPE 'X' GYPSUM BOARD

6" METAL STUDS AT 16"O.C.

FULL BATT INSULATION

5/8" TYPE 'X' GYPSUM BOARD

M6C

STC=40 MIN

E3

NEW FACE BRICK

3/8" DRAINAGE MAT

EXIST. 1 1/2" RIGID INSULATION

EXIST. FLUID APPLIED MEMBRANE AIR/MOISTURE BARRIER

EXIST. 1/2" GYPSUM BOARD SHEATHING

EXIST. 6" METAL STUDS AT 16" O.C. WITH BLOWN IN BLANKET SYSTEM INSULATION

EXIST. 5/8" GYPSUM BOARD

SW1

1" SHAFT LINER

2 1/2" STEEL C - H CHANNELS AT 16" O.C.

(2)5/8" TYPE 'X' GYPSUM BOARD

UL 415 2 HOURS

"M3C

5/8" TYPE 'X' GYPSUM BOARD

3 5/8" METAL STUDS AT 16"O.C.

FULL BATT INSULATION

5/8" TYPE 'X' GYPSUM BOARD

STC=40 MIN

SMOKE PARTITION, WHERE INDICATED

ON DRAWING SHEET G1.01

SMOKE PARTITION, WHERE INDICATED

ON DRAWING SHEET G1.01

SMOKE PARTITION, WHERE INDICATED

ON DRAWING SHEET G1.01

SMOKE PARTITION, WHERE INDICATED

ON DRAWING SHEET G1.01

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1 /2

:4

:5

A

M

CONSTRUCTION DOCUMENTS

11/16/21

WALL TYPES

A1.40

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

29 128

GENERAL NOTES:

20 GAUGE MINIMUM METAL SILL

TRACK BELOW

DOUBLE 20 GAUGE MTL

STUDS

20 GAUGE MINIMUM METAL TRACK

AT FLOOR

1" X 20 GAUGE METAL STRAP

PLATES AT 3'-6" OC EACH

SIDE

CLIP ANGLE

1" X 20 GAUGE METAL

STRAP AT 3'-6" O.C.,

EACH SIDE

DOUBLE 20 GAUGE

METAL STUDS AT

BOTH JAMBS

20 GAUGE MINIMUM

METAL TRACK

AT FLOOR

GENERAL NOTES:

1. CONTRACTOR SHALL

COORDINATE LOCATIONS

OF HORIZONTAL

FASTENERS. PLAN

WALL FINISH

VERTICAL WALL STUDS

AT 16" [406mm] OR 24" [610mm] O.C.

CUT HORIZONTAL

FASTENER FROM

STUD

FASTEN AT BOTH ENDS

WITH MINIMUM 4 TAPPING

SCREWS.

TYPE C

14 GAUGE STEEL RUNNER TRACK-

CLIP FLANGES AND FOLD

WEB TO FORM

ATTACHMENT FLANGE

MIN 20 GAUGE METAL STUDS

FACING OPPOSITE

DIRECTIONS TO ALLOW

MOUNTING PLATE

ATTACHMENT

8" MINIMUM, DEEPER IF

REQUIRED

6" MINIMUM, DEEPER IF

REQUIRED

TYPE B

20 GAUGE METAL RUNNER

TRACK - CLIP FLANGES

TO FIT OVER STUDS

CONT16 GAUGE 6" WIDE

METAL BACK-UP STRAP

TYPE A

M O

U N

T I N

G H

E

IG

H T

S

R E

F E

R E

N C

E T

Y P

IC

A

L M

O U

N T

I N G

H E

IG

H

T S

R E

F E

R E

N C

E T

Y P

IC

A

L M

O U

N T

I N G

H E

IG

H

T S

R E

F E

R E

N C

E T

Y P

IC

A

L

1/2" MAX

1/2" MAX1/2" MAX

CONTROL JOINT,

BOTH SIDES

1 1/2"

CONTROL JOINT,

BOTH SIDES

1HOUR FIRE RATED

WHI-647-3024

2 LAYERS OF 5/8"

GYPSUM WALLBOARD

PARTITION AS

SCHEDULED PARTITION AS

SCHEDULED

MAX

24'-0”

MAX

24'-0” 24'-0”

MAX

1 1/2"

CONTROL JOINT,

BOTH SIDES

2HOUR FIRE RATED

WHI-651-0318.1

2 LAYERS OF 5/8" GYPSUM

WALLBOARD

PARTITION AS

SCHEDULED

SOUND ATTENUATION

BLANKET COMPRESSED TO

FILL OPENING AT SOUND

RATED PARTITION

MAX

24'-0”

MAX

24'-0”

CONCRETE, MASONRY OR

STEEL CHANGE IN

CONSTRUCTION

1/2" MAX

CHANGE IN

CONSTRUCTION

PARTITION AS

SCHEDULED

1/2" MAX

LC-BEAD

SEALANT, REFERENCE

SPECS FOR TYPE

MAX

24'-0”

MAX

24'-0”

CONTROL JOINT

1/2" MAX

L-BEAD

SEALANT BOTH SIDE,

PARTITION AS

SCHEDULED GYPSUM WALLBOARD

SUSPENDED

CEILING SYSTEM

REFERENCE SPECS FOR TYPE

1. SHEET SIZE FOR PROPER SCALE IS 30X42.

2. SEE SHEET G0.03 FOR GENERAL NOTES

3. APPLY 1 1/2" THICK FIREPROOFING AT ALL

EXPOSED STRUCTURAL STEEL,

DECKING,SECONDARY STRUCTURE WITHIN

CEILING SPACE ABOVE BASEMENT & FIRST

FLOOR LEVEL CEILING, TYP. EXCEPT STAIRS.

DOOR, SEE SCHEDULE

HOLLOW METAL DOOR FRAME,

FILL WITH LIGHTWEIGHT

PLASTER

SEALANT AT FRAME PERIMETER

METAL STUD WALL, SEE WALL

TYPES

5/8" GYPSUM BOARD

T Y

P

ADJACENT WALL

S E

E W

A L L

T Y

P E

SEE WALL TYPE

20 GAUGE MINIMUM

METAL TRACK

CLIP ANGLE

FINE, NEAT SEALANT BEAD AT PERIMETER.

FIRE EXTINGUISHER CABINET, VERIFY DIMENSIONS WITH MFR.

AND VA SAFETY STAFF THROUGH VA COR TO ENSURE CURRENT

FARGO VA FIRE EXTINGUISHER SIZE FITS IN FEC.

NOTE:

INSTALL PER MANUFACTURER'S REQUIREMENTS.

PARTITION AS SCHEDULED, SEE LIFE SAFETY PLAN FOR RATED PARTITIONS.

CONTRACTOR TO INSTALL HOOK TO HANG VA

FIRE EXTINGUISHERS

CONCRETE SLAB

LOCKER

RESINOUS FLOOR

4" METAL LOCKER BASE

BY LOCKER MANUFACTURER

1' - 3"

ADDITIONAL NOTES:

1. CONDITIONS INDICATED TO SHOW DESIGN INTENT, AND NOT

INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR

UL-APPROVED CONTROL JOINTS DESIGNS THAT ARE APPROPRIATE

FOR THE SPECIFIC CONDITION. JOINTS TO BE SIZED TO

ACCOMMODATE MOVEMENT CAPABILITIES OF FIRESTOP ASSEMBLY.

METAL STUD BLOCKING FOR WALL MOUNTED

ITEMS SUCH AS CABINETS, TELEVISION

BRACKETS, COUNTERS, WHITE BOARDS,

AND SIMILAR ITEMS. COORDINATE

REQUIREMENTS WITH ITEM TO BE MOUNTED

2" WIDE 20 GAUGE

METAL STRAP

20 GAUGE METAL TOP TRACK

(TYPICAL UNLESS NOTED

OTHERWISE)

ABOVE CEILING

OPENING

PROVIDE DIAGONAL BRACING (AT

45° TYPICAL) OF TOP TRACK AT 48°

O.C. MAX BETWEEN FULL HEIGHT

STUDS

UNDERSIDE OF SLAB,

FLOOR OR ROOF DECK

CEILING LINE

OPENING ABOVE CEILING

WHICH INTERRUPTS LOWER

OPENING JAMB STUDS.

DOUBLE STUDS

DOOR

OPENING

20 GAUGE MINIMUM

BOTTOM TRACK (TYPICAL)

FLOOR LINE

LARGE BELOW

CEILING OPENING

BELOW

CEILING

OPENING

DOUBLE DOOR OPENING

DOOR

OPENING

DOOR

OPENING

NOTES:

1. ALL STUDS ARE SPACED 16" OC MAXIMUM.

2. ALL STUDS SHALL BE "C" STUDS WITH 1/4"

RETURN FLANGE MINIMUM.

3. INDICATES SHELVING OR

CABINETRY.

4. DOUBLE STUDS AT SIDES OF OPENING

SHALL NOT BE CUT FOR DUCT WORK OR

ANY OTHER MECHANICAL SYSTEMS.

5. REFER TO INTERIOR SHEET FOR

MOUNTING TYPE DETAILS.

MOUNTING

DETAIL TYPE B

20 GAUGE MINIMUM STUDS

AT WALL MOUNTED

ARCHITECTURAL

CABINETS/MILLWORK/

ATTACHED SHELVING.

DOUBLE

STUDS

4' 6" MAX

DOUBLE STUDS

8' 6" MAX 4' 6" MAX 8' 6" MAX

ALL STUDS ARE TO BE 20 GAUGE

IF GREATER THAN 8' 6"

8' 6" MAX 4' 6" MAX

8' 6" MAX

LARGE ABOVE CEILING

OPENING

TOP TRACK

A1.41 3

A1.41

A1.41

A1.41

A1.41

A1.41

A1.41

A1.41

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1 /2

:4

:5

A

M

CONSTRUCTION DOCUMENTS

11/16/21

PARTITION FRAMING DETAILS

A1.41

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

30 128

GENERAL NOTES:

3" = 1'-0"

DOOR DETAIL TYPICAL

1" = 1'-0"

LARGE OPENING JAMB STUDS

1" = 1'-0"

DOOR OPENING JAMB STUDS

1" = 1'-0"

OPENING HEADER

1 1/2" = 1'-0"

FIRE EXTINGUISHER CABINET AT METAL STUD

1" = 1'-0"

DETAIL - ANCHORAGE - GRAB BARS AND CABINETS

1" = 1'-0"

METAL BACKING DETAILS FOR ACCESSORIES AND EQUIPMENT

1 1/2" = 1'-0"

LOCKER BASE

1" = 1'-0"

GYPSUM WALLBOARD CONTROL JOINT DETAILS

1/4" = 1'-0"

FRAMING ELEVATION

1/4" = 1'-0"

TYPICAL INTERIOR PARTITION FRAMING

SLOTTED SLIP TRACK

UNDERSIDE OF STRUCTURAL DECKING

METAL STUD FRAMING AT 16" O.C.

FLEXIBLE SEALANT, EACH SIDE

SEE WALL TYPE

DEFLECTION GAP

SAFING INSULATION

ANCHOR STUD TO SLIP

TRACK WITH WAFER HEAD

SCREW

20 GA 3" STEEL

STRAP AT 16" O.C.

WHERE REQUIRED

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL

STRUCTURE

STRUCTURAL DECK-PROVIDE

INFILL TO DECK

SLOTTED SLIP TRACK

SAFING INSULATION

ANCHOR STUD TO SLIP TRACK

WITH WAFER HEAD

SCREEN

ATTACH 8" GYPSUM BOARD WITH

SCREW ANCHOR

GYPSUM BOARD

DEFLECTION GAP

DEFLECTION GAP

DECKING CHANNEL DEPTH

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL

STRUCTURE

METAL DECK

(PERPENDICULAR TO FLUTES)

METAL DECK

(PARALLEL TO FLUTES)

STEEL BEAM

"OTHER WALLS" - ADDITIONAL NOTES:

1. UPGRADE TO DETAIL "6/A1.42" WHERE WALL IS DESIGNED WITH A FIRE-RESISTANCE RATING.

2. UPGRADE TO DETAIL "5/A1.42" WHERE WALL IS DESIGNED AS A "SOUND-CONTROL" WALL.

SLOTTED TOP TRACK

STUD

PDF 0.145 INCH X 1 1/4" HILTI

X-DN1 ESR-1663 OR EQUAL

AT 16" O.C.

PDF 0.145 INCH X 1 1/4" HILTI

X-DN1 ESR-1663 OR EQUAL

AT 16" O.C.

#8 SMS MID HEIGHT OF

SLOT TYP

SPRAY-APPLIED

FIRE- RESISTIVE

MATERIAL (SFRM)

2"X20 GAUGE STRAPS AT

16" O.C.

#8 SMS MIDDLE HEIGHT OF

SLOT TYPICAL

SLOTTED TOP TRACK

STUD

18 GAUGE METAL Z-BAR AT 16" O.C.,

ATTACH TO STEEL BEAM WITH (2) MINIMUM

1/8" PDF, 1/2" MINIMUM EMBEDMENT

#8 SMS MIDDLE HEIGHT OF

SLOT TYP

/8

1" 1" 5 /8

/8

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL

STRUCTURE

1 1/2" THICK FIREPROOFING AT

ALL EXPOSED STEEL

STRUCTURE

METAL ROOF OR FLOOR DECK

MINERAL WOOL OR PREMOLDED

FILLER IN FLUTES

SLOTTED TOP TRACK

TRACK SHALL ALLOW FOR 3/4" VERTICAL

DEFLECTION UP AND DOWN.

PROVIDE METAL EDGE TRIM AT FIRE

RATED PARTITIONS

ATTACH TRACK TO DECK WITH POWDER

ACTUATED FASTENERS FOR CONCRETE

DECK.

METAL DECK

(PERPENDICULAR TO FLUTES)

CUT ONE LAYER GWB TO

FOLLOW PROFILE OF

DECKING. SEAL

CONTINUOUSLY WITH

ACOUSTICAL SEALENT.

SLOTTED TOP TRACK

STUD

SAB

GWB

PDF 0.145 INCH X 1 1/4" HILTI

X-DN1 ESR-1663 OR EQUAL

AT 16" O.C.

#8 SMS MID HEIGHT OF

SLOT TYP.

FILL FLUTE VOID W/ SAB

PDF 0.145 INCH X 1 1/4" HILTI

X-DN1 ESR-1663 OR EQUAL

AT 16" O.C.

GWB SOUND AND

SMOKE CLOSURE

STRIP SECURE TO

STRUCTURE AND

SEAL WITH

ACOUSTICAL

SEALENT

SPRAY-APPLIED

FIRE-RESISTIVE

MATERIAL (SFRM)

2"X20 GA STRAPS AT

16" O.C.

ACOUSTICAL SEALENT

(BOTH SIDES)

#8 SMS MID HEIGHT OF

SLOT TYP

SLOTTED TOP TRACK

STUD

SAB

GWB

18GA MET Z-BAR AT 16" O.C.,

ATTACH TO STL BEAM W/(2) MIN

1/8" PDF, 1/2" MIN EMBEDMENT

ACOUSTICAL SEALENT

(BOTH SIDES)

#8 SMS MID HEIGHT OF

SLOT TYP

METAL DECK

(PARALLEL TO FLUTES)

STEEL BEAM

/8

/8

1" 1"

/8

"SOUND-CONTROL WALLS" - ADDITIONAL NOTES:

1. UPGRADE TO DETAIL "6/A1.42" WHERE WALL IS DESIGNATED WITH A FIRE-RESISTANCE RATING.

2. FILL VOIDS WITH SOUND ATTENUATION BATTS (SAB).

3. SOUND WALLS REQUIRE THAT AT LEAST ONE LAYER OF GWB BOTH SIDES OF STUDS BE CUT TO FOLLOW UNDULATING SURFACES OF SUPERSTRUCTURES INCLUDING BUT NOT LIMITED TO FLUTES METAL DECKING. JOINT GWB TO SUPERSTRUCTURE WITH A CONTINUOUS BEAD OF ACOUSTICAL SEALANT. SEE DETAIL "6/A1.42" FOR WAHT HAPPENS AT RATED WALLS.

1 1/2" THICK

FIREPROOFING AT

ALL EXPOSED STEEL

STRUCTURE

1 1/2" THICK

FIREPROOFING AT

ALL EXPOSED STEEL

STRUCTURE

SLOTTED TOP TRACK

1 LAYERS OF GYPSUM

WALLBOARD; SEE WALL

TYPE

STUD

SAB

MINERAL WOOL

FORMING

MATERIAL

PDF 0.145 INCH X 1

1/4" HILTI X-DN1

ESR-1663 AT 16" O.C.

/8

/8

1" 1"

FIRE STOP JOINT

#8 SMS MIDDLE HEIGHT OF

SLOT TYPICAL

PDF 0.145 INCH X 1 1/4" HILTI

X-DN1 ESR-1663 AT 16" O.C.

SPRAY-APPLIED

FIRE-RESISTIVE

MATERIAL (SFRM)

/8

"2"X20 GAUGE STRAPS AT

16" O.C.

FIRE STOP JOINT

#8 SMS MIDDLE HEIGHT OF

SLOT TYPICAL

SLOTTED TOP TRACK

1 LAYERS OF GYPSUM

WALLBOARD; SEE

WALL TYPE

STUD

SAB

#8 SMS MIDDLE HEIGHT OF

SLOT TYPICAL

18 GAUGE METAL Z-BAR AT 16" O.C.,

ATTACH TO STEEL BEAM WITH (2) MINIMUM

1/8" PDF, 1/2" MINIMUM EMBEDMENT

MINERAL WOOL FORMING

MATERIAL

DESIGN BASIS:

METAL DECK

(PERPENDICULAR TO FLUTES)

DESIGN BASIS:

METAL DECK

(PARALLEL TO FLUTES)

DESIGN BASIS:

STEEL BEAM

"FIRE-RATED WALLS"- ADDITIONAL NOTES:

1. CONDITIONS INDICATED TO SHOW DESIGN INTENT. THEY ARE NOT INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR A UL-APPROVED TOP-OF-WALL DESIGNS THAT ARE APPROPRIATE FOR CONDITIONS.

2. REFER TO SECTION 07 84 00 FIRESTOPPING FOR ADDITIONAL REQUIREMENTS REGARDING HEAD-OF-WALL CONDITION FOR FIRE-RATED WALLS.

GENERAL NOTES

1. CONDITIONS INDICATED SHOW DESIGN INTENT, ESPECIALLY IN REGARD TO ACCOMMODATION OF STRUCTURAL DEFLECTION AND CONTINUITY OF INTEGRITY OF SOUND WALLS.

2. DESIGN INTENT DETAILS ARE NOT INTENDED TO BE PROPRIETARY. CONTRACTOR MAY EMPLOY SIMILAR HEAD-OF-WALL DESIGNS AND COMPONENTS AS APPROPRIATE FOR CONDITIONS.

3. DESIGN INTENT DETAILS MAY NOT SHOW ALL CONDITIONS TO BE ENCOUNTERED ON A PROJECT. COMPLY WITH MANUFACTURER AND UL APPROVED METHODS FOR ATYPICAL CONDITIONS.

4. SECURE TOP OF INTERIOR PARTITIONS TO SUPERSTRUCTURE IN A WAY THAT PROVIDES LATERAL STABILITY (PERPENDICULAR-TO AND IN-PLANE WITH WALL) YET ALLOWING FOR A MINIMUM OF 3/4" OF

VERTICAL DEFLECTION OF THE SUPERSTRUCTURE.

5. RIGIDLY SECURE SLOTTED TOP TRACK TO BUILDING SUPERSTRUCTURE IN AN APPROVED MANNER. EMPLOY Z-BARS, COLD-ROLLED CHANNELS OR SIMILAR SPACERS TO ACCOMMODATE THICKNESS OF

SPRAY-APPLIED FIRE-RESISTIVE MATERIALS (SFRM).

6. SLOTTED TOP TRACK, INDICATED ON THESE DETAILS, IS THE BASIS FOR DESIGN AND REFERS TO DEEP-LEG TRACKS WITH VERTICALLY SLOTTED HOLES. OPTIONAL MANUFACTURERS MAY PROVIDE

SIMILAR, PROPRIETARY METHODS IN ACCORDANCE WITH THE PROVISIONS OF SPECIFICATION SECTION 09 22 16.

7. SECURE VERTICAL STUDS TO SLOTTED TOP TRACK AT MID-HEIGHT OF VERTICAL SLOTS IN TRACK. COMPONENTS INTENDED TO SLIDE VERTICALLY AS SUPERSTRUCTURE DEFLECTS.

8. DO NOT SCREW GYPSUM WALLBOARD TO TOP TRACK OR SUPERSTRUCTURE. GWB SCREWS INTO THE STUDS MUST BE AT LEAST 1" BELOW THE BOTTOM OF THE TOP TRACK

9. REFER TO PARTITION STANDARDS FOR SPECIFIC WALL TYPES.

10. AT FIRE-RATED WALLS REFER TO SPECIFICATION SECTION 07 84 00 FOR ADDITIONAL REQUIREMENTS REGARDING HEAD-OF-WALL CONDITIONS.

11. MAINTAIN ACOUSTIC RATING WHERE SOUND-CONTROL WALLS ARE INDICATED.

12. FIRE STOPPING AND ACOUSTICAL SEALANTS SHALL AUTOBOND. PROVIDE EXPOSED CLEAN SEALANT (TO CONCEAL FIRESTOPPING).

13. WHERE A WALL IS DESIGNATED AS A SOUND-CONTROL WALL REFER TO FIRE-RATED HEAD-OF-WALL CONDITIONS.

14. WHERE A WALL IS DESIGNATED AS A SOUND-CONTROL WALL, FILL ALL VOIDS WITH SOUND ATTENUATION BATTS (SAB)

SLOTTED DEEP LEG

DEFLECTION TRACK

SLIP

CONNECTION

VERTICAL STUD

ISOMETRIC VIEW OF SLOTTED TOP TRACK

SUMMIT FIRE CONSULTING

575 MINNEHAHA AVE WEST

ST. PAUL, MINNESOTA 55103

(612) 387-7050

CALIBRE

9090 S RIDGELINE BLVD, SUITE 105

HIGHLANDS RANCH COLORADO 80129

PHONE (303) 730-0434

ALBERTSON ENGINEERING INC.

3202 W MAIN ST C,

RAPID CITY, SOUTH DAKOTA 57702

PHONE (605) 343-9606

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA

57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COMFOURFRONT

D E S I G N I N C.

Office of Construction and Facilities Management

Project Number

Building Number

Drawing Number

Dwg.

DrawnCheckedDate

Location

Project TitleDrawing Title

Approved: Project Director

ARCHITECTCONSULTANTS:

DateRevisions:

VA FORM 08-6231

o n e e ig h th in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e in c h o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t th re e in c h e s o n e fo o t

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

F

E

D

C

B

A

1 2 3 4 5 6 7 8 9

Department of Veterans Affairsof

/1 /2

:4

:0

A

M

CONSTRUCTION DOCUMENTS

11/16/21

HEAD OF WALL DETAILS

A1.42

EXPAND BLDG. 1 FOR

PRIMARY CARE

JGCJS

2101 ELM STREET

FARGO, ND 58102FARGO VAHCS

437-315

31 128

3" = 1'-0"

DEFLECTION DETAIL-PARALLEL TO DECK

3" = 1'-0"

DEFLECTION DETAIL - PERPENDICULAR TO DECK

1" = 1'-0"

HEAD-OF-WALL CONDITIONS - STUD WALLS - NON-FIRE, NON-SMOKE, NON-SOUND CONTROL

WALLS

1 1/2" = 1'-0"

PARTITION DETAIL AT DECK

1" = 1'-0"

HEAD-OF-WALL CONDITIONS - STUD WALLS - SOUND CONTROL WALL

1" = 1'-0"

HEAD-OF-WALL CONDITIONS - STUD WALLS - FIRE RATED WALLS

3/4" = 1'-0"

ISOMETRIC VIEW OF SLOTTED TOP TRACK