S02 Boise Renovate Bldg T111_Bid Documents Drawings.pdf

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

POC: JAMES LUSHBOUGH

FOUR FRONT

D E S I G N I N C.

DRAWING TITLE

DATEREVISIONS 4F PROJECT NO: 24.2774.A01

STRUCTURAL ENGINEER

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

POC: LUCAS FRIED

SECURITY ENGINEER

PROTECTION ENGINEERING CONSULTANTS

100 CREEK ROAD, SUITE 102

DRIPPING SPRINGS, TEXAS 78620

PH: (512) 380-1988

POC: ALDO MCKAY

ARCHITECT

CSHQA, INC

200 BROAD STREET

BOISE, IDAHO 83702

PH: (208) 343-4635

POC: MARK HIRSCHI

APPROVED: CHIEF OF FACILITY MANAGEMENT SERVICE

APPROVED: MEDICAL CENTER DIRECTOR

PROJECT TITLE DATE

PROJECT NO.

DRAWING NO.DRAWNCHECKEDBUILDING NUMBER

LOCATION

DWG OF DEPARTMENT OF VETERANS AFFAIRS

CAD FILE NAME:

XREF FILE NAME:

10/23/202435% SD SUBMITTAL

12/11/202465% DD SUBMITTAL

95% DD SUBMITTAL 01/22/2025

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

BID DOCUMENTS

100% CD SUBMITTAL 02/14/2025

BID DOCUMENTS SUBMITTAL 03/06/2025

03/06/2025COVER SHEET

G0.00

BOISE VAMC

RENOVATE BUILDING

T111

CKJL

VAMC BOISE, IDAHO

531-24-101

T111

RENOVATE BUILDING T-111

PROJECT NO. 531-24-101

BOISE VA MEDICAL CENTER

DEPARTMENT OF VETERAN'S AFFAIRS

500 WEST FORT STREET

BOISE, IDAHO 83702

VA

U.S DEPARTMENT OF VETERAN'S AFFAIRS

VETERAN'S HEALTH ADMINISTRATION

SHEET INDEX

GENERAL

G0.00 COVER SHEET

G0.01 ABBREVIATIONS, SYMBOLS, AND LEGENDS

G0.02 LOCATION MAP AND CONTRACTOR STAGING

G1.00 PHASING PLAN

ARCHITECTURAL

ADS1.00 ARCHITECTURAL SITE PLAN - DEMOLITION

AS1.00 ARCHITECTURAL SITE PLAN

AD1.00 DEMOLITION INTERIOR FLOOR PLAN

AD1.10 EXTERIOR DEMOLITION FLOOR PLAN

AD1.20 DEMOLITION REFLECTED CEILING PLAN

AD1.30 DEMOLITION ROOF PLAN

AD2.00 DEMOLITION EXTERIOR ELEVATIONS

AD3.10 DEMOLITION WALL SECTIONS

A1.00 INTERIOR FLOOR PLAN

A1.10 FLOOR PLAN - EXTERIOR WALLS

A1.20 REFLECTED CEILING PLAN

A1.30 ROOF PLAN

A2.00 EXTERIOR ELEVATIONS

A3.01 EXTERIOR SHELL BUILDING SECTION

A3.10 WALL SECTIONS

A4.00 EXTERIOR DETAILS

A5.00 ROOM FINISH SCHEDULE & FLOOR AND WALL FINISH PLAN

A5.20 INTERIOR ELEVATIONS

A5.50 SIGNAGE PLAN & SCHEDULE

A6.00 DOOR SCHEDULE, ELEVATIONS AND DETAILS

STRUCTURAL

S0.00 STRUCTURAL GENERAL NOTES

S0.01 IBC INSPECTION TABLES

S0.02 WIND UPLIFT & SNOW DRIFT PLANS

S0.03 ISOMETRIC VIEWS

S1.00 FOUNDATION PLAN & EXISTING FLOOR FRAMING PLAN

S1.01 ROOF FRAMING PLAN

S5.00 DETAILS

S6.00 STANDARD DETAILS & SCHEDULES

MECHANICAL

M0.00 HVAC COVER SHEET

M0.01 HVAC SCHEDULES, SEQUENCES OF OPERATION, AND CONTROLS

M0.02 HVAC SCHEMATIC FLOW DIAGRAMS

M0.03 HVAC SCHEMATIC FLOW DIAGRAMS

M0.04 HVAC DETAILS

MD1.00 HVAC DEMOLITION PLAN

MD1.10 HVAC ROOF DEMOLITION PLAN

M1.00 HVAC FLOOR PLAN

M1.10 HVAC ROOF PLAN

PLUMBING

P0.00 PLUMBING COVER SHEET

P0.01 PLUMBING SCHEDULES AND SCHEMATIC FLOW DIAGRAM

P0.02 PLUMBING DETAILS

PD1.00 PLUMBING BELOW GRADE DEMOLITION PLAN

PD1.10 PLUMBING ABOVE GRADE DEMOLITION PLAN

PD1.20 PLUMBING ROOF DEMOLITION PLAN

P1.00 PLUMBING BELOW GRADE PLAN

P1.10 PLUMBING ABOVE GRADE PLAN

P1.20 PLUMBING ROOF PLAN

P2.00 PLUMBING ENLARGED RESTROOM PLAN

ELECTRICAL

E0.00 ELECTRICAL LEGENDS AND ABBREVIATIONS

E0.10 ELECTRICAL PANEL SCHEDULES

E0.20 ELECTRICAL SCHEDULES & DETAILS

E1.00 ELECTRICAL DEMOLITION FLOOR PLANS

E1.10 ELECTRICAL FLOOR PLANS

FIRE PROTECTION

FP0.00 FIRE PROTECTION COVER SHEET

FPD1.00 FIRE PROTECTION ABOVE GRADE DEMOLITION PLAN

FP1.00 FIRE PROTECTION ABOVE GRADE PLAN

VA SIGNOFF/ APPROVAL

AN AUTHORIZED SIGNATURE BELOW INDICATES THE DEPARTMENT OF

VETERANS AFFAIRS APPROVAL.

NAME/ TITLE DATE

NAME/ TITLE DATE

NAME/ TITLE DATE

NAME/ TITLE DATE

NAME/ TITLE DATE

# POUND OR NUMBER

& AND

@ AT

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

AFF ABOVE FINISH FLOOR

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

AL ALUMINUM

ALUM ALUMINUM

ANOD ANODIZED

ASD ALTERNATE STRESS DESIGN

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

AWS AMERICAN WELDING SOCIETY

BD BOARD

BLK BLOCK

BM BEAM

B.O. BOTTOM OF

BOT BOTTOM

BRG BEARING

BRKT BRACKET

BSMT BASEMENT

BLDG BUILDING

BYND BEYOND

CAB CABINET

CER CERAMIC

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMPR COMPRESSIBLE

CONC CONCRETE

CONST JT CONSTRUCTION JOINT

CONT CONTINUOUS

CPT CARPET

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CT CERAMIC TILE

DBL DOUBLE

DEMO DEMOLISH OR DEMOLITION

DET DETAIL

DIA DIAMETER

DIM DIMENSION

DIR DIRECTION

DN DOWN

DR DOOR

DWG DRAWING

EA EACH

EE EACH END

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR OR ELEVATION

EPDM ETHYLENE PROPYLENE DIENE M-CLASS (ROOFING)

EQ EQUAL

ES EACH SIDE

EXIST EXISTING

EXP Bolt EXPANSION BOLT

EXP JT EXPANSION JOINT

EXT EXTERIOR

F FULL FLUSH PANEL

FD FLOOR DRAIN OR FIRE DEPARTMENT

FEC FIRE EXTINGUISHER CABINET

FG FULL GLASS

FIN FINISH

FIXT FIXTURE

FLR FLOOR

FM FILLED METAL

FND FOUNDATION

F.O. FACE OF

FT FOOT OR FEET

FTG FOOTING

GA GAUGE

GALV GALVANIZED

GB GRADE BEAM

GP GUSSET PLATE

GR GRADE

GYP GYPSUM

GWB GYPSUM WALL BOARD

HC HOLLOW CORE

HDR HEADER

HEF HORIZONTAL EACH FACE

HI HIGH

HIF HORIZONTAL INSIDE FACE

HM HOLLOW METAL

HOF HORIZONTAL OUTSIDE FACE

HOR HORIZONTAL

HP HIGH POINT

HR HOUR

HS HIGH STRENGTH

HT HEIGHT

HVAC HEATING, VENTILATING, AND AIR

CONDITIONING

ICBO INTERNATIONAL CONFERENCE OF BUILDING

OFFICIALS

ID INSIDE DIAMETER

IG INSULATED GLAZING

ILO IN LIEU OF

IN INCH

INCL INCLUDE

INSUL INSULATED OR INSULATION

INT INTERIOR

INV INVERT

IRGWB IMPACT RESISTANT GYPSUM WALL BOARD

JST JOIST

JT JOINT

K KIP (1000 POUNDS)

LLV LONG LEG VERTICAL

LP LOW POINT

LVL LEVEL

LW LIGHT WEIGHT

LWC LIGHT WEIGHT CONCRETE

MAS MASONRY

MAX MAXIMUM

MCB METAL CORNER BEAD

MECH MECHANICAL

MEMBR MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURED

MIN MINIMUM

MO MASONRY OPENING

MRGWB MOISTURE-RESISTANT GYPSUM WALL BOARD

MTL METAL

NF NEAR FACE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

NV NARROW VISION

NWC NORMAL WEIGHT CONCRETE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

OPNG OPENING

OZ OUNCE

PRB PROFILE RESILIENT BASE

PC PILE CAP

PCC PRE-CAST CONCRETE

PL PLATE

P.LAM PLASTIC LAMINATE

PLUMB PLUMBING

PLY PLYWOOD

PORC PORCELAIN

PNL PANEL

P PAINT OR PAINTED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PRT PRESSURE TREATED

PT POINT

PR PAIR

PROP PROPERTY

PVC POLYVINYL CHLORIDE

ABBREVIATIONS

R RADIUS

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RE RIGHT END

REINF REINFORCED

REF REFERENCE

REQD REQUIRED

RET RETURN

RETG RETAINING

RM ROOM

R.O. ROUGH OPENING

ROW RIGHT OF WAY

SC SOLID CORE

SDI STEEL DECK INSTITUTE

SECT SECTION

SF STEP FOOTING OR SQUARE FOOT

SHT SHEET

SIM SIMILAR

SL SPLICE LENGTH

SLV SHORT LEG VERTICAL

SOG SLAB ON GRADE

SPEC SPECIFIED OR SPECIFICATION

SPK SPRINKLER OR SPEAKER

SQ SQUARE

SSTL STAINLESS STEEL

ST SHEET TILE

STC SOUND TRANSMISSION CLASS

STD STANDARD

STIFF STIFFENER

STL STEEL

STR STAIR

STRUCT STRUCTURE OR STRUCTURAL

SUP SUPPORT

SV SHEET VINYL

SYM SYMMETRICAL

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

T/D TELEPHONE/DATA

TEL TELEPHONE

TEMP TEMPERATURE

THK THICK OR THICKNESS

THRD THREADED

TIG TEMPERED INSULATED GLASS

TLT TOILET

T.O. TOP OF

T.O.C TOP OF CONCRETE

T.O.F TOP OF FRAMING

T.O.S TOP OF STEEL/STUD

T.O.W TOP OF WALL

TPD TOILET PAPER DISPENSER

TYP TYPICAL

U/S UNDERSIDE

UNO UNLESS NOTED OTHERWISE

US UNDERSIDE

VB VAPOR BARRIER

VCT VINYL COMPOSITE TILE

VEF VERTICAL EACH FACE

VERT VERTICAL

VIF VERIFY IN FIELD

VOF VERTICAL OUTSIDE FACE

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W/ WITH

WD WOOD

WDW WINDOW

WP WORKING POINT

WRB WEATHER RESISTANT BARRIER

STEEL/METAL

WOOD (ROUGH) BLOCKING OR SHIM

BRICK

GRAVEL

EARTH/ENGINEERED FILL

CONCRETE MASONRY

PLAN AND SECTION

WOOD (ROUGH)

ACOUSTIC CEILING TILE

GYPSUM BOARD

CEILING

CONCRETE

ELEVATION

CENTER LINE

LINE SYMBOLS

GRID LINE

PROPERTY LINE

CUT LINE

BATT INSULATION

WOOD SUBSTRATE

RIGID INSULATION

MATERIAL LEGEND

WM - WALK OFF MAT

EF - EPOXY FLOORING (TROWELED)

FLOORING

BID ALTERNATE

CPT - CARPET

CONC - CONCRETE

PT - PORCELAIN TILE

FIBER CEMENT PANEL SIDING

CORRUGATED METAL PANEL

STANDING SEAM METAL ROOF/

SIDING PANEL

1. THESE LEGENDS ARE COMPOSED OF STANDARD

SYMBOLS AND ARE PERTINENT TO THE CONDITIONS ON

THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR OTHER LEGENDS MAY

APPEAR IN THIS SET OF DRAWINGS TO INDICATE

SPECIFIC CONDITIONS IN LIEU OF SYMBOLS SHOWN ON

THIS SHEET.

LEGEND NOTES

V.A. SYMBOLS

FIRE RESISTIVE RATED LINE, 1 HOUR

FIRE RESISTIVE RATED LINE, 2 HOUR

FIRE RESISTIVE RATED LINE, 3 HOUR

FIRE RESISTIVE RATED LINE, 4 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 1 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 2 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 3 HOUR

FIRE-RATED, SMOKE BARRIER LINE, 4 HOUR

V V ITEM - VA SUPPLIED AND INSTALLED

VC ITEM - VA SUPPLIED AND CONTRACTOR INSTALLED

CC ITEM - CONTRACTOR SUPPLIED AND INSTALLED

A

COLUMN GRID

DIMENSION LINE

CL CENTER LINE

GENERAL NOTES

1. SHEET SIZE FOR PROPER SCALE IS 30" X 42". CONTRACTOR SHALL NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED DIMENSIONS FROM THE ARCHITECT.

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. GRIDLINES ARE TYPICALLY LOCATED ON THE FACE OF FOUNDATION OR CENTERLINE OF STRUCTURE.

4. WALL PARTITIONS EXTEND TO THE UNDERSIDE OF DECK UNLESS NOTED WITH WALL HEIGHT NEXT TO WALL TYPE TAG.

5. SEE FLOOR PLAN FOR DIMENSIONS AND WALL TYPES.

6. EXISTING DOORS SHOW AT 45 DEGREE ANGLE FOR CLARITY WITH THE EXCEPTION OF TOILET PARTITIONS.

7. EXISTING WALL SHADED FOR CLARITY.

8. ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATOINS, AND ORDINANCES.

9. THE CONTRACTOR SHALL PERFORM ALL TESTING AND INSPECTIONS AS SPECIFIED, OR AS NECESSARY TO DEMONSTRATE A COMPLETE AND SATISFACTORY INSTALLATION.

10. THE CONTRACTOR SHALL PROTECT EXISTING BUILDING AND MATERIALS NOTES TO REMAIN, AND SHALL BE RESPONSIBLE FOR DAMAGE TO THE SAME RESULTING FROM WORK UNDER THIS CONTRACT, THE CONTRACTOR SHALL RESTORE DAMAGED EXISTING

BUILDING MATERIALS TO THEIR ORIGINAL CONDITION. CONTRACTOR SHALL INSPECT SITE AND FIELD VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ARCHITECT/CONTRACTING OFFICER

REPRESENTATIVE IMMEDIATELY OF ANY DISCREPANCIES.

11. CONTRACTOR SHALL COORDINATE ALL WORK AND SHOP DRAWINGS WITH OTHER TRADES.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK. CONTRACTOR SHALL ANTICIPATE AREAS WHERE THE INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WILL BE RESTRICTED, CONGESTED, OR DIFFICULT TO INSTALL, AND

SHALL COORDINATE INSTALLATION BETWEEN ALL TRADES.

13. SUB-CONTRACTOR SHALL COORDINATE LOCATIONS FOR ALL MECHANICAL AND ELECTRICAL ITEMS WITH THE GENERAL CONTRACTOR. CONTRACTOR SHALL NOTIFY ARCHITECT/ CONTRACTING OFFICER REPRESENTATIVE OF ANY DISCREPANCIES PRIOR TO

INSTALLATION AND/OR FABRICATION.

14. ALL ANGLES ON PLANS ARE 45- OR 90- DEGREES, UNLESS NOTED OTHERWISE. CURVED ELEMENTS ARE LOCATED AS DIMENSIONED.

15. ALL ITEMS ARE NEW UNLESS SPECIFICALLY IDENTIFIED AS EXISTING.

16. THE VA REQUIRES THAT ALL PENETRATIONS THROUGH FIRE RATED BARRIERS BE ACCOMPLISHED BY A QUALIFIED FIRESTOP CONTRACTOR IN ACCORDANCE WITH SPECIFICATION 078400. WHEN WORK TAKES PLACE WITHIN EXISTING BUILDINGS THAT ARE

NOT SEPARATED BY A 2- HOUR FIRE BARRIER FROM OCCUPIED AREAS, AND WHERE IT IS NOT FEASIBLE TO HAVE A QUALIFIED FIRESTOP CONTRACTOR PROVIDING FIRE SEALING ON A DAILY BASIS. IT SHALL BE THE RESPONSIBILITY OF THE TRADE PENETRATING THE FIRE RATED BARRIER TO PROVIDE TEMPORARY FIRE PROTECTION OF ALL PENETRATION AT THE END OF EACH WORK DAY. TEMPORARY PROTECTION MUST MEET ALL NFPA CODES RELATED TO FIRE BARRIER PENETRATIONS. THE TEMPORARY PROTECTION MUST BE MAINTAINED IN PROPER ORDER UNTIL THE PERMANENT FIRE SEPARATIONS (FLOORS AND WALLS) UNTIL THEY CAN BE PROPERLY FIRE SEALED (I.E. CORE DRILLS FOR NEW SEWER LINES PRIOR TO INSTALLATION AND FIRE

STOPPING OF SEWER LINES.)

17. THE CONTRACTOR SHALL SEPARATE ALL CONSTRUCTION AREAS FROM THE REST OF THE BUILDING'S NORMAL OPERATION. THIS SHALL INCLUDE THE ERECTION OR CLEARLY MARKED BARRICADES TO LIMIT ACCESS BY UNAUTHORIZED PERSONNEL, AND TO PREVENT THE CONTAMINATION FROM PARTICULATE MATTER. IF A FIRE BARRIER IS NOT REQUIRED, THEN A SOLID BARRIER CONSTRUCTED OF METAL STUDS AND SHEETROCK ON ONE SIDE SHALL BE USED. THE BARRIER MUST PREVENT THE TRANSMISSION OF DUST BY SEALING THE WALL TO THE FLOOR AND CEILING AND SEALING ALL JOINTS OR BY SOME OTHER METHOD. THE EXCEPTION TO A SOLID BARRIER IS IF A FIRE WALL IS NOT REQUIRED AND THE EXPECTED DURATION OF THE TEMPORARY BARRIER WILL NOT EXCEED 7 CALENDAR DAYS. IN THIS SITUATION, A PLASTIC TEMPORARY BARRIER MAY BE USED. IF A PLASTIC BARRIER IS USED, IT MUST BE INSPECTED DAILY TO ASSURE ITS INTEGRITY. WHEN PLASTIC SHEETING IS USED, FIRE RESISTANT PLASTIC SHEETING (LIMITED COMBUSTIBILITY) MUST BE USED. ALL NECESSARY CAUTIONARY SIGNAGE WILL BE IN ACCORDANCE WITH FEDERAL REGULATION 28CFR 1926.200.

18. THE CEILING SPACE FROM THE BOTTOM OF THE CEILING GRID TO A MINIMUM OF 6" ABOVE THE BOTTOM OF THE CEILING GRID IS RESERVED FOR INSTALLATION OF CEILING MOUNTED ITEMS (I.E. LIGHT FIXTURES, SPEAKERS, DIFFUSERS). NO PIPING, DUCTWORK, CONDUITS, ETC., EXCEPT DROPS SERVING THE CEILING MOUNTED ITEMS, IS ALLOWED TO BE INSTALLED IN THIS SPACE, UNLESS OTHERWISE APPROVED BY THE RESIDENT ENGINEER.

19. CONTRACTOR IS REQUIRED TO FOLLOW ALL OSHA REGULATIONS CONCERNING CONSTRUCTION. THE SUPERINTENDENT IS REQUIRED TO HAVE COMPLETED, AS A MINIMUM, OSHA'S 30 - HOUR TRAINING AND BE KNOWLEDGABLE OF GENERAL SAFETY REQUIREMENTS FOR CONFINED SPACES, FALL PROTECTION, PERSONAL PROTECTIVE EQUIPMENT, TRENCHING, SCAFFOLDING, CRANES, ELECTRICAL, ETC. APPLICABLE SUBCONTRACTORS ARE TO HAVE A COMPETENT PERSON ON SITE WHEN REQUIRED BY OSHA. IF ACCESSING A CONFINED SPACE, THE CONTRACTOR IS REQUIRED TO HAVE THEIR OWN CONFINED SPACE AIR MONITOR AND TO TEST THE AIR PRIOR TO ENTERING ANY CONFINED SPACE. IF THE CONTRACTOR MUST ENTER A SANITARY SEWER, MANHOLE, IN ADDITION TO A CONFINED SPACE AIR MONITOR, THEY MUST HAVE PROPER OSHA RESCUE EQUIPMENT FOR A PERMIT REQUIRED CONFINED SPACE. WHERE IT IS NOT POSSIBLE FO RTHE VA SHUTDOWN AN ELECTRICAL PANEL OR CIRCUIT, THE CONTRACTOR MUST PROVIDE AND USE THE APPROPRIATE SAFETY CLOTHING AND EQUIPMENT AS REQUIRED BY NFPA 70E. THE VA WILL BE MONITORING THE CONTRACTOR'S COMPLIANCE WITH OSHA REGULATIONS. FAILURE TO COMPLY IS GROUNDS FOR

STOPPING WORK.

PLAN NORTH

PLAN SYMBOLS

TRUE NORTH

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

POC: JAMES LUSHBOUGH

FOUR FRONT

D E S I G N I N C.

DRAWING TITLE

DATEREVISIONS 4F PROJECT NO: 24.2774.A01

STRUCTURAL ENGINEER

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

POC: LUCAS FRIED

SECURITY ENGINEER

PROTECTION ENGINEERING CONSULTANTS

100 CREEK ROAD, SUITE 102

DRIPPING SPRINGS, TEXAS 78620

PH: (512) 380-1988

POC: ALDO MCKAY

ARCHITECT

CSHQA, INC

200 BROAD STREET

BOISE, IDAHO 83702

PH: (208) 343-4635

POC: MARK HIRSCHI

APPROVED: CHIEF OF FACILITY MANAGEMENT SERVICE

APPROVED: MEDICAL CENTER DIRECTOR

PROJECT TITLE DATE

PROJECT NO.

DRAWING NO.DRAWNCHECKEDBUILDING NUMBER

LOCATION

DWG OF DEPARTMENT OF VETERANS AFFAIRS

CAD FILE NAME:

XREF FILE NAME:

10/23/202435% SD SUBMITTAL

12/11/202465% DD SUBMITTAL

95% DD SUBMITTAL 01/22/2025

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

BID DOCUMENTS

100% CD SUBMITTAL 02/14/2025

BID DOCUMENTS SUBMITTAL 03/06/2025

03/06/2025ABBREVIATIONS, SYMBOLS,

AND LEGENDS

G0.01

BOISE VAMC

RENOVATE BUILDING

T111

CKJL

VAMC BOISE, IDAHO

531-24-101

T111

GSA PROPERTY

ACQUIRED 2005

MMM

T110

T113

T112

T118

T121

85A

VBA

REGIONAL

OFFICE

STATE

OF IDAHO

VETERANS

HOME

42 T122

T123

T124

T119

AC

AC

RV

M M

RV

EL=2733.63

EL=2760.54

EL=2880.97

EL=2742.87

BRASS CAP US GENERAL LAND OFFICE SU RVEY

FND BRASS CAP BOUND ARY BAD ELEV.

FND BRASS CAP 2" PIPE

BRASS CAP US G ENERAL LAND SU RVEY

1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE ARCHITECT.

2. SEE SHEET G0.01 FOR GENERAL NOTES.

PROJECT AREA

BUILDING T111

MAP LEGEND

TEMPORARY CONSTRUCTION

SAFETY FENCE.

HAUL ROUTE

NOTE: THE CONTRACTOR IS REQUIRED TO KEEP THE ROAD CLEAN AND CLEARED OF ALL

DEBRIS, DIRT, GRAVEL, SAND, MUDM ETC. THE CONTRACTOR SHALL KEEP THE PATH CLEAN

AND CLEARED AT ALL TIMES, THIS SHALL NOT JUST BE ONCE A DAY AND DONE FOR FOR THE

DAY.

MATERIAL DELIVERY ROUTE

STAGING AREA

POTENTIAL STAGING AREA, DEPENDING ON COMPLETION OF ADJACENT PROJECT

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

POC: JAMES LUSHBOUGH

FOUR FRONT

D E S I G N I N C.

DRAWING TITLE

DATEREVISIONS 4F PROJECT NO: 24.2774.A01

STRUCTURAL ENGINEER

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

POC: LUCAS FRIED

SECURITY ENGINEER

PROTECTION ENGINEERING CONSULTANTS

100 CREEK ROAD, SUITE 102

DRIPPING SPRINGS, TEXAS 78620

PH: (512) 380-1988

POC: ALDO MCKAY

ARCHITECT

CSHQA, INC

200 BROAD STREET

BOISE, IDAHO 83702

PH: (208) 343-4635

POC: MARK HIRSCHI

APPROVED: CHIEF OF FACILITY MANAGEMENT SERVICE

APPROVED: MEDICAL CENTER DIRECTOR

PROJECT TITLE DATE

PROJECT NO.

DRAWING NO.DRAWNCHECKEDBUILDING NUMBER

LOCATION

DWG OF DEPARTMENT OF VETERANS AFFAIRS

CAD FILE NAME:

XREF FILE NAME:

10/23/202435% SD SUBMITTAL

12/11/202465% DD SUBMITTAL

95% DD SUBMITTAL 01/22/2025

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

BID DOCUMENTS

100% CD SUBMITTAL 02/14/2025

BID DOCUMENTS SUBMITTAL 03/06/2025

03/06/2025LOCATION MAP AND

CONTRACTOR STAGING

G0.02

BOISE VAMC

RENOVATE BUILDING

T111

LBJL

VAMC BOISE, IDAHO

531-24-101

T111

GENERAL NOTES:

SHEET SPECIFIC NOTES:

1. CONTRACTOR: PLACE A SIGN AT THE ENTRANCES SAYING "STOP

DO NOT ENTER, CONSTRUCTION AREA, EMERGENCY EXIT ONLY."

2. THE DRIVE BETWEEN THE VA AND BUILDINGS SHALL REMAIN OPEN

AND ACCESSIBLE AT ALL TIMES FOR VA AND OTHER

CONTRACTORS AND SERVICE COMPANIES.

3. CONSTRUCTION FENCE SHALL BE CONTINUOUS AROUND THE JOB

SITE WITH NO GAPS WHERE UNAUTHORIZED VEHICLES OR

PEOPLE MAY ENTER THE CONSTRUCTION SITE. FENCING SHALL

BE PROVIDED AND MAINTAINED BY THE CONTRACTOR.

CONTRACTOR SHALL PROVIDE COR WITH PROPOSED LAYOUT

PRIOR TO PERIMETER ADJUSTEMENTS.

4. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL MEASURES

DURING THE MORNING AND EVENING TIMES OF PEAK TRAFFIC.

CONTRACTOR SHALL PROVIDE A COMBINATION OF SIGNAGE AND

PERSONELL AS REQUIRED TO MAINTAIN SMOOTH TRAFFIC AND

MINIMIZE CONCERNS.

5. SIGNS WILL BE REQUIRED AT N 5TH ST. GUIDING TRAFFIC.

CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL SIGNAGE THAT

ADJUSTS WITH THE CONDITIONS OF TRAFFIC AROUND THE

PROJECT. SIGNAGE SHALL FOLLOW THE REQUIREMENTS OF THE

BOISE VA HOSPITAL SIGNAGE STANDARDS.

6. NOTE THE CONTRACTOR IS REQUIRED TO KEEP THE ROAD CLEAN

OF ALL DEBRIS, DIRT, GRAVEL, SAND, MUD, ETC. THE

CONTRACTOR SHALL KEEP THE PATCH CLEAR AND CLEAN AT ALL

TIMES, THIS SHALL NOT BE JUST ONCE PER DAY.

7. CONTRACTOR SHALL COOPERATE WITH OTHER VA PROJECTS,

SERVICE CREWS, ETC. WHO HAVE WORK GOING ON AT THE SITE.

1" = 10'-0"

LOCATION MAP AND CONTRACTOR STAGING

WH

DNDN

1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE ARCHITECT.

2. SEE SHEET G0.01 FOR GENERAL NOTES.

PHASE ONE

F

D

A

B

C

E

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CONFERENCE ROOM

MECH

TOILET

TOILET

OFFICE

CORRIDOR

C-3

CORRIDOR

C-4

CORRIDOR

C-2

CORRIDOR

C-1

OFFICE

OFFICE

OFFICE

OFFICE

CORRIDOR

C-5

CORRIDOR

C-6

GENERAL NOTES:

PHASING NOTES:

1. THE CONTRACTOR SHALL ACCOMPLISH THE WORK FOR EACH

PHASE WITH MINIMAL INTERRUPTIONS TO STAFF.

2. THE PROVIDED PHASING PLAN AND NOTES ARE GENERAL IN

NATURE BUT REFLECT THE VA REQUIREMENTS FOR THE

PROJECT. THE GENERAL CONTRACTOR SHALL PROVIDE THE FINAL

PHASING PLAN AND CPM SCHEDULE, PROCURE THE VA'S

AGREEMENT OF THOSE PLANS, AND BE RESPONSIBLE FOR

RECOGNIZING AND SCHEDULING ALL ASPECTS OF THE WORK

WITH THE VA. ALL PHASES SHALL BE APPROVED BY THE VA/ COR

BEFORE COMMENCEMENT OF WORK AND BE UPDATED AS WORK

PROCEEDS. THE VA MUST BE NOTIFIED IN WRITING OF ANY

UNFORESEEN DELAYS.

3. CONTRACTOR SHALL FURNISH THE COR WITH A SCHEDULE OF

APPROXIMATE PHASING DATES ON WHICH THE CONTRACTOR

INTENDS TO ACCOMPLISH WORK IN EACH SPECIFIC AREA OF THE

BUILDING OR PORTION THEREOF. THE VA WILL REVIEW THE

PROJECT WORK DATES FOR APPROVAL AND NOTICE OF WORK. IF

PROPOSED DATES DO NOT WORK, THE VA SHALL PROVIDE DATES

FOR ACCOMPLISHMENT OF WORK IN SPECIFIC AREA OF THE

PROJECT. IN ADDITION, THE CONTRACTOR SHALL NOTIFY THE

COR TWO WEEKS IN ADVANCE OF COMPLETION OF WORK IN

SPECIFIC AREA OR PHASE.

4. CONTRACTOR'S SCHEDULE HAS TO INCLUDE VA MOVE TIME.

5. RENOVATE BUILDING T111- PHASING SCHEDULE STANDARD WORK

HOURS FOR BOISE VA MEDICAL CENTER ARE MONDAY- FRIDAY,

8:00 A.M. TO 4:00 P.M. ANY AFTER HOURS WORK SHALL BE

APPROVED BY THE COR.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

POC: JAMES LUSHBOUGH

FOUR FRONT

D E S I G N I N C.

DRAWING TITLE

DATEREVISIONS 4F PROJECT NO: 24.2774.A01

STRUCTURAL ENGINEER

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

POC: LUCAS FRIED

SECURITY ENGINEER

PROTECTION ENGINEERING CONSULTANTS

100 CREEK ROAD, SUITE 102

DRIPPING SPRINGS, TEXAS 78620

PH: (512) 380-1988

POC: ALDO MCKAY

ARCHITECT

CSHQA, INC

200 BROAD STREET

BOISE, IDAHO 83702

PH: (208) 343-4635

POC: MARK HIRSCHI

APPROVED: CHIEF OF FACILITY MANAGEMENT SERVICE

APPROVED: MEDICAL CENTER DIRECTOR

PROJECT TITLE DATE

PROJECT NO.

DRAWING NO.DRAWNCHECKEDBUILDING NUMBER

LOCATION

DWG OF DEPARTMENT OF VETERANS AFFAIRS

CAD FILE NAME:

XREF FILE NAME:

10/23/202435% SD SUBMITTAL

12/11/202465% DD SUBMITTAL

95% DD SUBMITTAL 01/22/2025

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

BID DOCUMENTS

100% CD SUBMITTAL 02/14/2025

BID DOCUMENTS SUBMITTAL 03/06/2025

03/06/2025PHASING PLAN

G1.00

BOISE VAMC

RENOVATE BUILDING

T111

LBJL

VAMC BOISE, IDAHO

531-24-101

T111

PHASING LEGEND:

1/4" = 1'-0"

PHASING PLAN

PRE-CONSTRUCTION

PHASING ACTIVITES:

1. IT IS THE INTENT THAT THE BUILDING T111 OFFICES SHALL

VACATE DURING THE COURSE OF THIS CONSTRUCTION PROJECT.

ESTABLISH CONTRACTOR STAGING AREA IN COORDINATION WITH

THE COR ON STATION.

2. SUBMIT PROJECT SCHEDULE TO THE COR. IDENTIFY ALL TRADES

THAT WILL BE NECESSARY TO COMPLETE DEMOLITION

EFFICIENTLY AND CONCURRENTLY.

3. ESTABLISH CONTRACTOR STAGING AREA IN COORDINATION WITH

THE COR ON STATION.

4. PROVIDE AND INSTALL TEMPORARY CONSTRUCTION FENCING TO

SECURE AND PROTECT THE PROJECT SITE.

5. OBTAIN A PRE-CONSTRUCTION RISK ASSESSMENT PER VA

REQUIREMENTS.

6. PROTECT ALL ITEMS AND EQUIPMENT NOTED TO REMAIN AS

NECESSARY. THE GENERAL CONTRACTOR SHALL BE

RESPONSIBLE TO MAINTAIN THE EXISTING CONDITION AND

REPAIR ANY DAMAGE TO PRE-CONSTRUCTION CONDITION PRIOR

TO PROJECT COMPLETION.

7. ESTABLISH ALTERNATE EXITING ROUTES FOR EXISTING DOOR

THAT WILL BE BLOCKED BY CONSTRUCTION BEGINNING IN PHASE

1.

PHASE 1:

1. PERFORM SITE DEMOLITION WORK IDENTIFIED IN SITE PLAN

DRAWINGS.

2. RETURN THE ROAD FOR PUBLIC USE AS SOON AS POSSIBLE.

3. PROVIDE FILL MATERIALS NECESSARY TO BEGIN FOUNDATION

SYSTEM.

4. CONSTRUCT NEW BUILDING STRUCTURE.

5. CONSTRUCT NEW PARTITION WALLS INCLUDING ROUGH-INFOR

MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION.

6. INSTALL ALL MECHANICAL, ELECTRICAL, PLUMBING, AND FIRE

PROTECTION SYSTEMS.

7. INSTALL ALL CASEWORK, EQUIPMENT DOORS AND HARDWARE

IDENTIFIED IN THE CONSTRUCTION DOCUMENTS.

8. CONSTRUCT TEMPORARY CONSTRUCTION BARRIERS

COORDINATE WITH BVAMC.

9. PERFORM DEMOLITION WORK IDENTIFIED IN PHASE 1.

10. TURN OVER ITEMS NOTED TO BE SALVAGED TO THE OWNER TO A

LOCATION DESIGNATED BY THE COR ON SITE. IT SHALL BE THE

RESPONSIBILITY OF THE GENERAL CONTRACTOR TO RELOCATE

SALVAGED ITEMS AND TO PREVENT DAMAGE TO THEIR PRE-

CONSTRUCTION CONDITION.

11. REMOVE ALL MECHANICAL AND ELECTRICAL SYSTEMS NOTED

FOR DEMOLITION.

12. PERFORM DEMOLITOIN OF AREAS WITHIN PHASING AREA IN

OCCUPIED WORK AREA. COORDINATE TIME OF DEMOLITION WITH

THE COR.

13. INSTALL NEW ITEMS AS SHOWN IN THE CONSTRUCTION

DOCUMENTS.

14. COORDINATE THE INSTALLATION OF OWNER PROVIDED

CONTRACTOR INSTALLED ITEMS INDICATED IN THE DOCUMENTS.

15. COMPLETE FINISH AND REMOVE TEMPORARY PARTITIONS.

REPAIR EXISTING AS NECESSARY.

16. TURN THE NEWLY REMODELED SPACE OVER TO THE BVAMC.

A

C AC

WATER

WATER

WATER WATER

W A

T E

R W

A T

E R

W A

T E

R W

A T

E R

W A

T E

R W

A T

E R

W A

T E

R W

A T

E R

W A

T E

R

W A

T E

R W

A T

E R

WATER

WATER

WATER

WATER

W A

T E

R W

A T

E R

WATER

WATER

WATER

WATER WATER

F I R

E

F I R

E

F I R

E F

I R E

F I R

E F

I R E

F I R

E

FIRE

FIRE

F

IR

E

F I R

E

F I R

E F

I R E

FIRE FIRE

FIRE

FIRE FIRE

F

IR

E

F

IR

E

F

IR

E

F

IR

E

F

IR

E

FIRE

FIRE

FIRE FIRE

FIRE

FIRE

FIRE

H W

H R

H W

H R

H W

H R

H W

H R

H W

H R

H W

H R

H W

H

H W

H

H W

H H

W H

H W

H H

W H

H W

H R

H W

H R

H W

H H

W H

HWHR

HWHR

HWHR HWHR

HWH

HWH

HWH HWH

GWS

GWS

GWS GWS

GWR GWRGWR GWR

G W

R G

W R

G W

S G

W S

HWH

HWH

HWH

HWH HWHHWH HWH HWH

HWHR

HWHRHWHR

HWHR HWHR

HWHR HWHRHWHR

HWH HWH

H W

H R

H W

H R

H W

H H

W H

S T

O

S T

O

S T

O

S T

O

S T

O

S T

O

S T

O S

T O

SAN

SAN

SAN

SAN

SAN

SAN SAN SAN

SAN SANSAN

GAS

GAS

GAS

GAS GASGAS GAS GAS GAS GASGAS GAS

S

IG

N A

L

S

IG

N A

L

S

IG

N A

L

S

IG

N A

L

S

IG

N A

L

SIGNAL

SIGNAL

SIGNAL SIGNAL SIGNAL

ABS

ABS

ABS

ABS

ABS

H W

H R

H W

H R

H W

H R

H W

H R

H W

H R

H W

H

H W

H H

W H

H W

H H

W H

A B

G A

B G

A B

G A

B G

A B

G A

B G

A B

G A

B G

A B

G A

B G

A B

G A

B G

ABG ABG

A S

W A

S W

A S

W

ASW

ASW

ASW ASW ASW ASW

GWR GWR

GWS GWS

HWH HWH

HWHR HWHR

SAN SAN

GAS GAS

FIRE FIRE

STO STO

WATER WATER

ABS ABS

SIGNAL SIGNAL

ABG ABG

ASW ASW

BUILDING 46

BUILDING 29

BUILDING T111

MH

MH

MH

N

T H

S T

02-60

02-28

02-90

02-90

02-61 02-61

02-93

02-41

5' - 4"

02-04

02-03

AS1.00 4

1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE ARCHITECT.

2. SEE SHEET G0.01 FOR GENERAL NOTES.

SITE PLAN LEGEND:

FIRE LINE

GAS LINE

GEOWATER RETURN

GEOWATER SUPPLY

HOT WATER HEATING LINE

HOT WATER HEATING RETURN

SANITARY SEWER LINE

STORM SEWER LINE

WATER LINE

PIV

DIRECTIONAL SIGN

ELECTRICAL LIGHT

EXISTING LANDSCAPE ROCK

ABANDONED STEAM LINE

SIGNAL LINE

SITE TO BE DEMO'D / EXCAVATED

ABANDONED GAS LINE

ABANDONED SEWER LINE

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

POC: JAMES LUSHBOUGH

FOUR FRONT

D E S I G N I N C.

DRAWING TITLE

DATEREVISIONS 4F PROJECT NO: 24.2774.A01

STRUCTURAL ENGINEER

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

POC: LUCAS FRIED

SECURITY ENGINEER

PROTECTION ENGINEERING CONSULTANTS

100 CREEK ROAD, SUITE 102

DRIPPING SPRINGS, TEXAS 78620

PH: (512) 380-1988

POC: ALDO MCKAY

ARCHITECT

CSHQA, INC

200 BROAD STREET

BOISE, IDAHO 83702

PH: (208) 343-4635

POC: MARK HIRSCHI

APPROVED: CHIEF OF FACILITY MANAGEMENT SERVICE

APPROVED: MEDICAL CENTER DIRECTOR

PROJECT TITLE DATE

PROJECT NO.

DRAWING NO.DRAWNCHECKEDBUILDING NUMBER

LOCATION

DWG OF DEPARTMENT OF VETERANS AFFAIRS

CAD FILE NAME:

XREF FILE NAME:

10/23/202435% SD SUBMITTAL

12/11/202465% DD SUBMITTAL

95% DD SUBMITTAL 01/22/2025

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

BID DOCUMENTS

100% CD SUBMITTAL 02/14/2025

BID DOCUMENTS SUBMITTAL 03/06/2025

03/06/2025ARCHITECTURAL SITE PLAN

- DEMOLITION

ADS1.00

BOISE VAMC

RENOVATE BUILDING

T111

CKJL

VAMC BOISE, IDAHO

531-24-101

T111

1" = 10'-0"

SITE PLAN - DEMOLITION

GENERAL NOTES:

KEYNOTES:

02-03 REMOVE PORTION OF EXISTING SIDEWALK AS NEEDED TO

NEAREST CONTROL JOINT.

02-04 REMOVE CONCRETE SIDEWALK.

02-28 REMOVE EXISTING ELECTRICAL PANEL STAND. SEE

ELECTRICAL DRAWINGS

02-41 REMOVE EXISTING WOOD RAILING

02-60 REMOVE EXISTING TREE

02-61 REMOVE AND EXCAVATE ROCK AND SOIL 2 FEET IN DEPTH

AND A 1:1 SLOPE AWAY FROM BOTTOM OF EXCAVATION

02-90 EXISTING PIV TO REMAIN DURING CONSTRUCTION

02-93 EXISTING IRRIGATION BOXES TO REMAIN

SHEET SPECIFIC NOTES:

1. EXCAVATE 2'-0" OF SITE FROM EXISTING EXTERIOR WALLS TO A

2'-0" MINIMUM DEPTH FOR A NEW GRADE BEAM FOUNDATION.

EXCAVATE A 1:1 SLOPE AWAY FROM THE BOTTOM OF THIS

EXCAVATION. COORDINATE WITH STRUCTURAL DRAWINGS.

2. SAW- CUT AND REMOVE PORTION OF EXISTING CONCRETE PADS/

SIDEWALK AS REQUIRED FOR INSTALLATION OF NEW WORK.

3. CONCRETE SIDEWALK OVER GRANULAR BASE FLUSH TO

EXISTING ADJACENT SIDEWALK.

4. PROVIDE EXPANSION JOINT WHERE REQUIRED.

5. ADJUST SPRINKLERS AS REQUIRED WHERE REMOVED FOR

FOUNDATION EXCAVATION AND REGRADING.

6. EXISTING ROCK MULCH- REMOVE, STOCKPILE, AND RE-INSTALL

AS REQUIRED FOR REGRADING WORK AROUND BUILDING.

7. ROCK MULCH TO MATCH EXISTING.

BID DOCUMENTS

GWR GWR

GWS GWS

HWH HWH

HWHR HWHR

SAN SAN

GAS GAS

FIRE FIRE

STO STO

WATER WATER

ABS ABS

SIGNAL SIGNAL

ABG ABG

ASW ASW

DN

A

C AC

WATER

WATER

WATER WATER

W A

T E

R W

A T

E R

W A

T E

R W

A T

E R

W A

T E

R W

A T

E R

W A

T E

R W

A T

E R

W A

T E

R

W A

T E

R W

A T

E R

WATER

WATER

WATER

WATER W

A T

E R

W A

T E

R

WATER

WATER

WATER

WATER WATER

FIRE FIRE

F I R

E F

I R E

F I R

E F

I R E

FIRE FIRE

FIRE

FIRE FIRE

F

IR

E

F

IR

E

F

IR

E

F

IR

E

F

IR

E

FIRE

FIRE

FIRE FIRE

FIRE

FIRE

FIRE

H W

H R

H W

H R

H W

H R

H W

H R

H W

H R

H W

H R

H W

H

H W

H

H W

H H

W H

H W

H H

W H

H W

H R

H W

H R

H W

H H

W H

HWHR

HWHR

HWHR HWHR

HWH

HWH

HWH HWH

GWS

GWS

GWS GWS

GWR GWRGWR GWR

G W

R G

W R

G W

S G

W S

HWH

HWH

HWH

HWH HWHHWH HWH HWH

HWHR

HWHRHWHR

HWHR HWHR

HWHR HWHRHWHR

HWH HWH

H W

H R

H W

H R

H W

H H

W H

S T

O

S T

O

S T

O

S T

O

S T

O

S T

O

S T

O S

T O

SAN

SAN

SAN

SAN

SAN

SAN SAN SAN

SAN SANSAN

GAS

GAS

GAS

GAS GASGAS GAS GAS GAS GASGAS GAS

S

IG

N A

L

S

IG

N A

L

S

IG

N A

L

S

IG

N A

L

SIGNAL

SIGNAL

SIGNAL SIGNAL SIGNAL

ABS

ABS

ABS

ABS

ABS

A B

G A

B G

A B

G A

B G

A B

G A

B G

A B

G A

B G

A B

G A

B G

A B

G A

B G

ABG ABG

ASW

ASW

ASW ASW ASW ASW

F I R

E

F I R

E

F I R

E F

I R E

F I R

E F

I R E

F I R

E

H W

H

H W

H H

W H

H W

H H

W H

H W

H R

H W

H R

H W

H R

H W

H R

H W

H R

1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE ARCHITECT.

2. SEE SHEET G0.01 FOR GENERAL NOTES.

SITE PLAN LEGEND:

FIRE LINE

GAS LINE

GEOWATER RETURN

GEOWATER SUPPLY

HOT WATER HEATING LINE

HOT WATER HEATING RETURN

SANITARY SEWER LINE

STORM SEWER LINE

WATER LINE

PIV

DIRECTIONAL SIGN

ELECTRICAL LIGHT

EXISTING LANDSCAPE ROCK

ABANDONED STEAM LINE

SIGNAL LINE

ABANDONED GAS LINE

ABANDONED SEWER LINE

NEW LANDSCAPE ROCK WITH

METAL EDGING

NEW SPLASHBLOCK TO ALIGN

WITH NEW DOWNSPOUTS. REFER

TO A2.00 FOR DOWNSPOUT

LOCATIONS

EXISTING CONCRETE

NEW CONCRETE

BUILDING

BUILDING 29

BUILDING T111

MH

MH

MH

N

T H

S T

26-40

05-41

AS1.00

.0

03-02

A4.00

0"

A4.00 3

41' - 7"

03-03

03-03

03-03

03-03

A4.00 4

S im

S im

AS1.00 4

03-02

1 1/2" DIA. STEEL POST, POWDER COATED

4"x6"x3/8" BASE PLATE, POWDER

COATED

EXISTING SIDEWALK

1 1/2" DIA. STEEL HANDRAIL, POWDER COATED

PER PLAN

3'

6"

4"

RAIL ABOVE

(2) 3/8" DIA. x 5" HILTI KWIK

BOLT TZ2 (HDG)

1'

4"

3/

4"

1" SCORED CONTRACTION JOINT

CLASS "B" CONCRETE

EXPANSION JOINT WITH 1/4" BITUMINOUS JOINT

FILLER

AS1.00

3'

1' - 0"

1'

1'

1'

4"

1 1/2" DIA. STEEL HANDRAIL, POWDER COATED

1 1/2" DIA. STEEL POST, POWDER COATED

4" X 6" X 3/8" BASE PLATE, POWDER COATED

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

POC: JAMES LUSHBOUGH

FOUR FRONT

D E S I G N I N C.

DRAWING TITLE

DATEREVISIONS 4F PROJECT NO: 24.2774.A01

STRUCTURAL ENGINEER

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

POC: LUCAS FRIED

SECURITY ENGINEER

PROTECTION ENGINEERING CONSULTANTS

100 CREEK ROAD, SUITE 102

DRIPPING SPRINGS, TEXAS 78620

PH: (512) 380-1988

POC: ALDO MCKAY

ARCHITECT

CSHQA, INC

200 BROAD STREET

BOISE, IDAHO 83702

PH: (208) 343-4635

POC: MARK HIRSCHI

APPROVED: CHIEF OF FACILITY MANAGEMENT SERVICE

APPROVED: MEDICAL CENTER DIRECTOR

PROJECT TITLE DATE

PROJECT NO.

DRAWING NO.DRAWNCHECKEDBUILDING NUMBER

LOCATION

DWG OF DEPARTMENT OF VETERANS AFFAIRS

CAD FILE NAME:

XREF FILE NAME:

10/23/202435% SD SUBMITTAL

12/11/202465% DD SUBMITTAL

95% DD SUBMITTAL 01/22/2025

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

BID DOCUMENTS

100% CD SUBMITTAL 02/14/2025

BID DOCUMENTS SUBMITTAL 03/06/2025

03/06/2025ARCHITECTURAL SITE PLAN

AS1.00

BOISE VAMC

RENOVATE BUILDING

T111

CKJL

VAMC BOISE, IDAHO

531-24-101

T111

GENERAL NOTES:

1" = 10'-0"

SITE PLAN

KEYNOTES:

03-02 NEW 4" CONCRETE SIDEWALK

03-03 NEW CONCRETE SPLASHBLOCK

05-41 NEW SURFACE MOUNTED METAL RAILING.

26-40 ELECTRICAL PANEL TO REMAIN. PROVIDE NEW SUPPORT

FROM PER ELECTRICAL.

3/4" = 1'-0"

METAL HANDRAIL

3" = 1'-0"

SIDEWALK EXPANSION JOINT DETAIL

SHEET SPECIFIC NOTES:

1. CONCRETE SIDEWALK OVER GRANULAR BASE FLUSH TO

EXISTING ADJACENT SIDEWALK.

2. PROVIDE EXPANSION JOINT WHERE REQUIRED.

3. ADJUST SPRINKLERS AS REQUIRED WHERE REMOVED FOR

FOUNDATION EXCAVATION AND REGRADING.

4. EXISTING ROCK MULCH- REMOVE, STOCKPILE, AND RE-INSTALL

AS REQUIRED FOR REGRADING WORK AROUND BUILDING.

5. ROCK MULCH TO MATCH EXISTING.

6. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS

CONCRETE DRIVEWAYS, CURB, OR OTHER ADJACENT

STRUCTURES.

7. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED

AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL

DEPTH OF THE CONCRETE.

8. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS

OF APPROXIMATELY 15' OR AT A SPACING THAT MATCHES THE

ADJACENT CURB.

9. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL

HAVING A 1/4" (6MM) RADIUS.

10. SCORED JOINTS SHALL BE 1/4" DEEP AND SPACED AT 6' OR EQUAL

TO SIDEWALK WIDTH.

11. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL

TROWELLED, AND BROOMED WITH A FINE BRUSH IN A

TRANSVERSE DIRECTION.

12. PROVIDE NEW SOD TO EXTENTS REQUIRED FROM DAMAGE TO

EXISTING SOD OR EXTENTS OF CONSTRUCTION WORK WHERE

SOD OR GROUND IS DISTURBED BECAUSE OF CONSTRUCTION

ACTIVITIES.

3/4" = 1'-0"

HANDRAIL EXTENSION

BID DOCUMENTS

DN

1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE ARCHITECT.

2. SEE SHEET G0.01 FOR GENERAL NOTES.

107A 111A

108A

103A 102A

C2A

101A 112A

D109A

113A

116A

117A

118A

111B

D110A

D108B

106A

C5A

119A

120A

115A

114A

02-15

DC1B

02-53

02-53

02-52

02-52

02-53

02-46

02-46

02-45

02-45 02-45 02-45 02-45 02-45 02-45

02-4502-4502-45

02-45

02-45

02-45

02-45

02-45

02-45 02-45

02-45

02-45

02-45

02-47

02-47

02-47

02-47 02-47 02-47 02-47 02-47 02-47 02-47

02-47 02-47 02-47 02-47 02-47

02-47

02-47 02-47

02-47

02-47

02-47

02-49

02-51

02-51

02-51

02-51

02-5102-5102-5102-5102-5102-51

02-51

02-51

02-51

02-51

02-51

02-51 02-51 02-51

02-51

02-51 02-51 02-51

B

C

E

AD3.10

AD3.10

A3.01

A3.01

02-20

D105A

02-06

A5.00

02-26

02-2602-2602-26

02-26

02-2602-2602-26

02-26

02-26

02-21

02-21 02-21

02-21

02-21

02-21

02-21

02-21

02-21

02-21

02-2102-21

02-21

02-21

02-21

02-21

02-21

02-21 02-21

02-21

02-21 02-21

02-21

02-21

02-21

02-21

02-26

02-26

02-26

02-26

02-26

02-26

02-26

02-26

02-26 02-26 02-26 02-26

TO BE REMOVED/DEMOLISHED

OFFICE

OFFICE

OFFICE

OFFICE

103 OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

OFFICE

CONFERENCE ROOM

MECH

TOILET

TOILET

OFFICE

CORRIDOR

C-3

CORRIDOR

C-4CORRIDOR

C-2

CORRIDOR

C-1

OFFICE

OFFICE

OFFICE

OFFICE

COMMON / COPY AREA

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

POC: JAMES LUSHBOUGH

FOUR FRONT

D E S I G N I N C.

DRAWING TITLE

DATEREVISIONS 4F PROJECT NO: 24.2774.A01

STRUCTURAL ENGINEER

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

POC: LUCAS FRIED

SECURITY ENGINEER

PROTECTION ENGINEERING CONSULTANTS

100 CREEK ROAD, SUITE 102

DRIPPING SPRINGS, TEXAS 78620

PH: (512) 380-1988

POC: ALDO MCKAY

ARCHITECT

CSHQA, INC

200 BROAD STREET

BOISE, IDAHO 83702

PH: (208) 343-4635

POC: MARK HIRSCHI

APPROVED: CHIEF OF FACILITY MANAGEMENT SERVICE

APPROVED: MEDICAL CENTER DIRECTOR

PROJECT TITLE DATE

PROJECT NO.

DRAWING NO.DRAWNCHECKEDBUILDING NUMBER

LOCATION

DWG OF DEPARTMENT OF VETERANS AFFAIRS

CAD FILE NAME:

XREF FILE NAME:

10/23/202435% SD SUBMITTAL

12/11/202465% DD SUBMITTAL

95% DD SUBMITTAL 01/22/2025

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

BID DOCUMENTS

100% CD SUBMITTAL 02/14/2025

BID DOCUMENTS SUBMITTAL 03/06/2025

03/06/2025DEMOLITION INTERIOR FLOOR

PLAN

AD1.00

BOISE VAMC

RENOVATE BUILDING

T111

CKJL

VAMC BOISE, IDAHO

531-24-101

T111

GENERAL NOTES:

KEYNOTES:

02-06 DEMOLISH EXISTING 24"X32" OPENING IN FLOOR FOR NEW

ACCESS HATCH.

02-15 REMOVE EXISTING FRAMED WALL TO LIMITS SHOWN

02-20 REMOVE EXISTING DOOR AND FRAME, TYPICAL

02-21 .

02-26 .

02-45 REMOVE EXISTING FLOORING AND BASE

02-46 REMOVE EXISTING RIGID WALL COVERING

02-47 REMOVE EXISTING VERTICAL SEAM COVER TRIM

02-49 REMOVE EXISTING SIGNAGE, TYPICAL

02-51 REMOVE EXISTING WINDOW TREATMENTS

02-52 REMOVE EXISTING RESTROOM ACCESSORIES

02-53 REMOVE EXISTING ACT AND GRID

SHEET SPECIFIC NOTES:

1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO FIELD VISIT

THE PROJECT AND VERIFY EXISTING CONDITIONS. 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. VISITS MUST BE

COORDINATED AND PRE-APPROVED WITH PROJECT COR.

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 LINES INDICATE EXTENT OF DEMOLITION INCLUDING THE

FOLLOWING: CEILINGS, INCLUDING CEILING SUSPENSION SYSTEM,

MISC. STELL SUPPORTS FOR SUSPENDED EQUIPMENT,

SUSPENDED EQUIPMENT, LIGHT FIXTURES, DIFFUSERS AND

GRILLES ETC.; FLOOR FINISHES (TO CONCRETE) INCLUDING

CARPET, RESILIENT TILE, SHEET VINYL AND ACCESS DOORS.

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. OFFISITE 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 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 AND ELECTRICAL

DEMOLITION DRAWINGS. CREATE PENETRATIONS AS REQUIRED

FOR NEW CONSTRUCTION ON MECHANICAL AND ELECTRICAL

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 TO PREVENT THE TRANSMISSION OF DUST, ODOR,

AND NOISE.

15. PROVIDE TEMPORARY MECHANICAL EXHAUST SYSTEMS TO

MAINTAIN A NEGATIVE PRESSURE WITHIN DEMOLITION ZONES.

16. SOLID SHADED (GRAY) REGIONS DEPICT EXISTING

CONSTRUCTION TO REMAIN OR ITEMS/AREAS OUTSIDE OF

PROJECT SCOPE.

17. CONTRACTOR SHALL BE RESPONSIBLE FOR MOVING/

RELOCATING ALL FURNISHINGS, FURNITURE, AND NON

PERMANENTLY ATTACHED EQUIPMENT PRIOR TO

COMMENCEMENT OF DEMOLITION. CONTRACTOR SHALL

COORDINATE WITH COR ON LOCATION OF STORED FURNISHINGS.

VA WILL REINSTALL FURNISHINGS OR INSTALL NEW.

18. CAP/ ABANDON ALL UTILITIES NOT REMOVED TO MAKE ROOM FOR

NEW CONSTRUCTOIN AS REQUIRED. COORDINATE WITH

PROPOSED NEW CONSTRUCTION CONDITIONS.

19. ALL INFILL AND PATCHWORK SHALL MATCH ADJACENT SURFACES

IN FINISH AND TEXTURE. ITEMS TO INCLUDE, BUT NOT LIMITED TO,

WALLS, CEILINGS, AND FLOORING. MATCH NEW ADJACENT

FINISHES WHERE PRESENT. SEE ROOM FINISH SCHEDULE AND

SPECIFICATIONS.

20. DEMOLITION PLANS SHOW EXISTING ROOM NAMES AND

NUMBERS.

21. REMOVE ALL EXISTING WALL MOUNTED ROOM ACCESSORIES,

TOILET ACCESSORIES, COVER AND PLATE, AND ELECTRICAL AND

DATE COVER PLATES FOR PAINTING AND REINSTALL.

22. REMOVE ALL ARTWORK AND WALL-MOUNTED WHITEBOARDS AND

TURN OVER TO VA.

23. CONTRACTOR SHALL COORDINATE WITH THE VA FOR ALL VA

EQUIPMENT ITEMS NOT INDICATED ON THIS SHEET THAT ARE TO

BE RELOCATED BY THE VA PRIOR TO DEMOLITION WORK.

24. WALL MOUNTED PERSONAL ITEMS LOCATED IN OFFICES, BREAK

ROOM, AND CONFERENCE ROOM SHALL BE REMOVED BY VA.

25. VA WILL REMOVE ALL APPLIANCES.

26. CONTRACTOR IS TO REMOVE ALL WALL MOUNTED SIGNAGE,

BULLETIN BOARDS, CHART HOLDERS, ETC. PRIOR TO PAINTING

UNLESS DIRECTED OTHERWISE. TURN ALL REMOVED ITEMS OVER

TO THE VA. CONTRACTOR WILL INSTALL NEW SIGNAGE.

1/4" = 1'-0"

DEMOLITION INTERIOR FLOOR PLAN

DEMOLITION LEGEND:

1. SHEET SIZE FOR PROPER SCALE IS 30X42. CONTRACTOR SHALL

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE ARCHITECT.

2. SEE SHEET G0.01 FOR GENERAL NOTES.

02-25

02-25

02-25

02-25

02-2502-2502-2502-2502-2502-25

02-25

02-25

02-25

02-25

02-25

02-25 02-25 02-25

02-25

02-25 02-25

AD2.001

AD2.00

AD2.00

AD2.00 4

02-40

02-40

02-20

02-20

02-41

02-41

AD3.10

AD3.10

02-25

02-30

02-30

02-30

02-30

02-28

02-41

AA

BB

CC

DD

EE

FF

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

POC: JAMES LUSHBOUGH

FOURFRONT

D E S I G N I N C.

DRAWING TITLE

DATEREVISIONS 4F PROJECT NO: 24.2774.A01

STRUCTURAL ENGINEER

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

POC: LUCAS FRIED

SECURITY ENGINEER

PROTECTION ENGINEERING CONSULTANTS

100 CREEK ROAD, SUITE 102

DRIPPING SPRINGS, TEXAS 78620

PH: (512) 380-1988

POC: ALDO MCKAY

ARCHITECT

CSHQA, INC

200 BROAD STREET

BOISE, IDAHO 83702

PH: (208) 343-4635

POC: MARK HIRSCHI

APPROVED: CHIEF OF FACILITY MANAGEMENT SERVICE

APPROVED: MEDICAL CENTER DIRECTOR

PROJECT TITLE DATE

PROJECT NO.

DRAWING NO.DRAWNCHECKEDBUILDING NUMBER

LOCATION

DWG OF DEPARTMENT OF VETERANS AFFAIRS

CAD FILE NAME:

XREF FILE NAME:

10/23/202435% SD SUBMITTAL

12/11/202465% DD SUBMITTAL

95% DD SUBMITTAL 01/22/2025

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

BID DOCUMENTS

100% CD SUBMITTAL 02/14/2025

BID DOCUMENTS SUBMITTAL 03/06/2025

03/06/2025EXTERIOR DEMOLITION FLOOR

PLAN

AD1.10

BOISE VAMC

RENOVATE BUILDING

T111

MWHMWH

VAMC BOISE, IDAHO

531-24-101

T111

GENERAL NOTES:

KEYNOTES:

02-20 REMOVE EXISTING DOOR AND FRAME, TYPICAL

02-25 REMOVE EXISTING WINDOW AND SILL, TYPICAL

02-28 REMOVE EXISTING ELECTRICAL PANEL STAND. SEE

ELECTRICAL DRAWINGS

02-30 REMOVE EXISTING MECHANICAL EQUIPMENT, SEE MECH.

DRAWINGS

02-40 REMOVE EXISTING WOOD PORCH, RAMP OR STAIRS,

RAILING, AND SUPPORTS

02-41 REMOVE EXISTING WOOD RAILING

SHEET SPECIFIC NOTES:

1. SHEET SPECIFIC NOTES TO BE TYPED HERE.

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.

1/4" = 1'-0"

EXTERIOR DEMOLITION FLOOR PLAN

59803.03.25

NOT SCALE DRAWINGS BUT SHALL REQUEST THE DESIRED

DIMENSIONS FROM THE ARCHITECT.

2. SEE SHEET G0.01 FOR GENERAL NOTES.

B

C

E

AD3.10

EXISTING 2'x4' CEILING TILES TO

REMAIN

EXISTING 2'x4' RECESSED

LIGHT TO BE REMOVED

EXISTING 2'x4' CEILING TILES TO

BE REMOVED

EXISTING 2'x2' FLUORESCENT

LIGHT TO REMAIN

EXISTING 2'x4' FLUORESCENT

LIGHT TO REMAIN

EXISTING 1'x4' FLUORESCENT

LIGHT TO REMAIN

EXISTING LINEAR FLUORESCENT

LIGHT TO REMAIN

EXISTING FLUORESCENT LIGHT TO

BE REMOVED AND REINSTALLED

EXISTING SPRINKLER HEAD TO

REMAIN. SEE MECH. DRAWINGS

EXISTING SPRINKLER HEAD TO BE

REMOVED. SEE MECH. DRAWINGS

EXISTING DIFFUSER TO REMAIN

EXISTING EXHAUST FAN TO BE

REMOVED. SEE MECH. DRAWINGS

EXISTING SOFFIT. SEE DEMO

ROOF PLAN

EXISTING EXTERIOR LIGHT FIXTURE

TO BE REMOVED.

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

POC: JAMES LUSHBOUGH

FOUR FRONT

D E S I G N I N C.

DRAWING TITLE

DATEREVISIONS 4F PROJECT NO: 24.2774.A01

STRUCTURAL ENGINEER

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

POC: LUCAS FRIED

SECURITY ENGINEER

PROTECTION ENGINEERING CONSULTANTS

100 CREEK ROAD, SUITE 102

DRIPPING SPRINGS, TEXAS 78620

PH: (512) 380-1988

POC: ALDO MCKAY

ARCHITECT

CSHQA, INC

200 BROAD STREET

BOISE, IDAHO 83702

PH: (208) 343-4635

POC: MARK HIRSCHI

APPROVED: CHIEF OF FACILITY MANAGEMENT SERVICE

APPROVED: MEDICAL CENTER DIRECTOR

PROJECT TITLE DATE

PROJECT NO.

DRAWING NO.DRAWNCHECKEDBUILDING NUMBER

LOCATION

DWG OF DEPARTMENT OF VETERANS AFFAIRS

CAD FILE NAME:

XREF FILE NAME:

10/23/202435% SD SUBMITTAL

12/11/202465% DD SUBMITTAL

95% DD SUBMITTAL 01/22/2025

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

BID DOCUMENTS

100% CD SUBMITTAL 02/14/2025

BID DOCUMENTS SUBMITTAL 03/06/2025

03/06/2025DEMOLITION REFLECTED

CEILING PLAN

AD1.20

BOISE VAMC

RENOVATE BUILDING

T111

CKJL

VAMC BOISE, IDAHO

531-24-101

T111

GENERAL NOTES:

SHEET SPECIFIC NOTES:

1. ALL CEILING HEIGHTS ARE 8'-6" UNLESS NOTED OTHERWISE.

REFLECTED CEILING PLAN

LEGEND:

1/4" = 1'-0"

REFLECTED CEILING PLAN - DEMOLITION

DIMENSIONS FROM THE ARCHITECT.

2. SEE SHEET G0.01 FOR GENERAL NOTES.

02-70

02-70

02-71

02-71

02-71

AD2.001

AD2.00

AD2.00

AD2.00 4

AD3.10

AD3.10

23-18

23-1823-18

22-1422-14

22-14

22-1422-14

AA

BB

CC

DD

EE

FF

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

POC: JAMES LUSHBOUGH

FOURFRONT

D E S I G N I N C.

DRAWING TITLE

DATEREVISIONS 4F PROJECT NO: 24.2774.A01

STRUCTURAL ENGINEER

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

POC: LUCAS FRIED

SECURITY ENGINEER

PROTECTION ENGINEERING CONSULTANTS

100 CREEK ROAD, SUITE 102

DRIPPING SPRINGS, TEXAS 78620

PH: (512) 380-1988

POC: ALDO MCKAY

ARCHITECT

CSHQA, INC

200 BROAD STREET

BOISE, IDAHO 83702

PH: (208) 343-4635

POC: MARK HIRSCHI

APPROVED: CHIEF OF FACILITY MANAGEMENT SERVICE

APPROVED: MEDICAL CENTER DIRECTOR

PROJECT TITLE DATE

PROJECT NO.

DRAWING NO.DRAWNCHECKEDBUILDING NUMBER

LOCATION

DWG OF DEPARTMENT OF VETERANS AFFAIRS

CAD FILE NAME:

XREF FILE NAME:

10/23/202435% SD SUBMITTAL

12/11/202465% DD SUBMITTAL

95% DD SUBMITTAL 01/22/2025

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

BID DOCUMENTS

100% CD SUBMITTAL 02/14/2025

BID DOCUMENTS SUBMITTAL 03/06/2025

03/06/2025DEMOLITION ROOF PLAN

AD1.30

BOISE VAMC

RENOVATE BUILDING

T111

MWHMWH

VAMC BOISE, IDAHO

531-24-101

T111

GENERAL NOTES:

KEYNOTES:

02-70 REMOVE EXISTING PORCH ROOF ABOVE AND SUPPORT

COLUMNS

02-71 REMOVE EXISTING MANSARD ROOF OVERHANG AND

PARAPET

22-14 EXISTING VENT THROUGH ROOF TO BE MODIFIED AND

EXTENDED THROUGH NEW ROOF AS REQUIRED. CW/

PLUMBING.

23-18 EXISTING EXHAUST VENT TO BE MODIFIED AND EXTENDED

THROUGH NEW ROOF AS REQUIRED. CW/ MECHANICAL.

SHEET SPECIFIC NOTES:

1/4" = 1'-0"

DEMOLITION ROOF PLAN

591003.03.25

DIMENSIONS FROM THE ARCHITECT.

2. SEE SHEET G0.01 FOR GENERAL NOTES.

/2

02-30 02-3002-3002-3002-25 02-25 02-25 02-25 02-25

02-71

02-71

02-40

02-70

02-35 02-3402-3402-3426-40 02-8002-80

B C E

FINISH FLOOR

100' - 0"

T.O.W- EXISTING

108' - 6"

02-25 02-25 02-25 02-25 02-25 02-25

02-71

02-7102-71

02-40

02-70

02-34

02-3402-34

02-34

02-40

5 3 2

FINISH FLOOR

100' - 0"

T.O.W- EXISTING

108' - 6"

FINISH FLOOR

100' - 0"

02-71

02-7102-25 02-25 02-25 02-25 02-25 02-2502-7002-20

02-4002-40

02-70

02-34 02-3502-34

02-34

T.O.W- EXISTING

108' - 6"

FINISH FLOOR

100' - 0"

T.O.W- EXISTING

108' - 6"

02-2502-2502-2502-2502-25

02-20

02-25

02-40

02-40

02-70

02-8002-80

02-34

02-3402-35 02-34 02-34

AD3.10

02-95

BCE

FOURFRONT DESIGN, INC.

517 7TH STREET

RAPID CITY, SOUTH DAKOTA 57701

PH: (605) 342-9470

FAX: (605) 342-2377

WWW.FOURFRONTDESIGN.COM

POC: JAMES LUSHBOUGH

FOU

R

FRON

T D E S I G N I N C.

DRAWING TITLE

DATEREVISIONS 4F PROJECT NO: 24.2774.A01

STRUCTURAL ENGINEER

ALBERTSON ENGINEERING, INC.

3202 WEST MAIN STREET, SUITE C

RAPID CITY, SOUTH DAKOTA 57702

PH: (605) 343-9606

POC: LUCAS FRIED

SECURITY ENGINEER

PROTECTION ENGINEERING CONSULTANTS

100 CREEK ROAD, SUITE 102

DRIPPING SPRINGS, TEXAS 78620

PH: (512) 380-1988

POC: ALDO MCKAY

ARCHITECT

CSHQA, INC

200 BROAD STREET

BOISE, IDAHO 83702

PH: (208) 343-4635

POC: MARK HIRSCHI

APPROVED: CHIEF OF FACILITY MANAGEMENT SERVICE

APPROVED: MEDICAL CENTER DIRECTOR

PROJECT TITLE DATE

PROJECT NO.

DRAWING NO.DRAWNCHECKEDBUILDING NUMBER

LOCATION

DWG OF DEPARTMENT OF VETERANS AFFAIRS

CAD FILE NAME:

XREF FILE NAME:

10/23/202435% SD SUBMITTAL

12/11/202465% DD SUBMITTAL

95% DD SUBMITTAL 01/22/2025

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

BID DOCUMENTS

100% CD SUBMITTAL 02/14/2025

BID DOCUMENTS SUBMITTAL 03/06/2025

03/06/2025DEMOLITION EXTERIOR

ELEVATIONS

AD2.00

BOISE VAMC

RENOVATE BUILDING

T111

MWHMWH

VAMC BOISE, IDAHO

531-24-101

T111

GENERAL NOTES:

KEYNOTES:

02-20 REMOVE EXISTING DOOR AND FRAME, TYPICAL

02-25 REMOVE EXISTING WINDOW AND SILL, TYPICAL

02-30 REMOVE EXISTING…