ATTACHMENT 2 - General.pdf

TOMAH VA

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CONTRACTORS

STAGING AREA

DATE: APPROVED:

DATE: APPROVED:

DATE: APPROVED:

DATE: APPROVED:

DATE: APPROVED:

DATE: APPROVED:

DATE: APPROVED:

DATE: APPROVED:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

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21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

C&S Engineers, Inc.

2575 E. Camelback Rd, Suite 740 Phoenix, AZ 85016 Phone: 602-997-7536 Fax: 602-997-7592 www.cscos.com

Obernel 1331 Tyler Street NE Suite 201 Minneapolis, MN 55413 Phone: 612-249-5600 www.obernel.com

Hinman Consulting Engineers 601 California Street Suite 1710 San Francisco, CA 94108 Phone: 415-621-4423 www.hce.com

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GI000

COVER SHEET

TRIPLE C - THE A&E GROUP

2508 29th Avenue NE

Minneapolis, MN 55418

(612) 355-1251

Mat Perkins

676-19-327

400 & 407

05/20/2021 M.PERKINS J.AMOS

ISSUED FOR

CONSTRUCTION

Expand and Renovate B400 for Urgent and Primary Care

500 E Veterans St, Tomah, WI 54660

ISSUED FOR CONSTRUCTION

05/20/2021

Contract No. 36C25219C0230 Solicitation No. 36C25219Q0616

676-19-327 Expand and Renovate B400 for Urgent and Primary Care 400 & 407

Tomah VA Medical Center

400 & 407

THERE IS NO LEAD OR ASBESTOS MATERIAL DESIGNED INTO THIS PROJECT.

SECTION 01 00 00

1.3 STATEMENT OF BID ITEM(S)

A. ITEM I, Expand and Renovate B400 for Urgent and Primary Care: Work includes general construction, abatement, alterations, walks, grading, drainage, in phases to construct and renovate the Urgent Care Center, Swing Space, and Renovate Clinical Exam Spaces as necessary removal of existing structures and construction and certain other items.

1. Total project schedule of 730 days

2. A summary of the spaces affected by this project are as follows:

a. New addition is approximately 2,200 SF for Urgent Care expansion.

1) Construction on this addition shall take 300 calendar days.

b. Space #1 is approximately 4,000 SF of existing Urgent Care space in B400 level 1 that shall be renovated/refreshed for Urgent Care.

1) Construction on this renovation shall take 300 calendar days.

c. Space #2 is approximately 5,185 SF of existing Clinical space in B400 level 1 that shall be renovated/refreshed for Clinical Space.

1) Construction on this renovation shall take 300 calendar days.

d. Space #3 is approximately 1,800 SF of Common space in B400 level 1 to include but not limited to the relocation of the main corridor on the west side of the building to align it with the main corridor on the east side of the building to improve patient flow and way-finding issues.

1) Construction on this renovation shall take 150 calendar days.

e. Space #4 is approximately 2,864 SF of existing dental space in B400 level 2 that shall be renovated/refreshed for Specialty Care.

1) Construction on this renovation shall take 150 calendar days.

f. Space #5 is approximately 3,639 SF of existing Administrative space in B407 level 3 that shall be renovated/refreshed for Administrative space as needed for swing space or relocation.

1) Construction on this renovation shall take 150 calendar days.

B. Alternates:

1. Deduct Alternate #1: Remove B407 North Swing Space.

a. Remove 60 calendar days from schedule.

2. Deduct Alternate #2: Remove B407 South Swing Space, Bathroom refresh and IT closet infrastructure from project.

a. Remove 90 calendar days from schedule.

3. Deduct Alternate #3: Remove sealed bubble wall fountain in Waiting Room 1082 from project.

a. Remove 14 calendar days from schedule.

4. Deduct Alternate #4: Rebuild (E) AHU rather than install new one.

a. Remove 90 calendar days from schedule.

5. Deduct Alternate #5: Remove exterior entrance canopy at staff lounge 1102.

a. Remove 14 calendar days from schedule.

CO: Kristi Kluck Contracting Officer Department of Veterans Affairs Great Lakes Acquisition Center (GLAC) 115 S 84th Street, Suite 101 Milwaukee, WI 53214 Email: kristi.kluck@va.gov

COR: Jason Erdman Contracting Officer's Representative Department of Veterans Affairs 500 E. Veterans Street Tomah, WI 54660 Phone: (608) 372-3971 x67752 Email: jason.erdman@va.gov

VICINITY MAP

LOCATION MAP (BLDG 400 & BLDG 407)

PROJECT REVIEW

DEDUCTIVE ALTERNATE:

1. Deduct Alternate #1: Remove B407 North Swing Space.

a. Remove 60 calendar days from schedule.

2. Deduct Alternate #2: Remove B407 South Swing Space, Bathroom refresh and IT closet infrastructure from project.

a. Remove 90 calendar days from schedule.

3. Deduct Alternate #3: Remove sealed bubble wall fountain in Waiting Room 1082 from project.

a. Remove 14 calendar days from schedule.

4. Deduct Alternate #4: Rebuild (E) AHU rather than install a new one.

a. Remove 90 calendar days from schedule.

5. Deduct Alternate #5: Remove exterior entrance canopy at staff lounge 1102.

a. Remove 14 calendar days from schedule.

SIGNATURE :

AUTHOR: MAT PERKINS, AIA, NCARB, PMP, LEED AP BD+C

TRIPLE C - THE A&E GROUP

DATE 05/20/2021

THIRD-PARTY INSPECTIONS: COMPREHENSIVE THIRD-PARTY INSPECTIONS,

TESTING AND WRITTEN REPORTS FOR ALL DIVISIONS (PAID BY THE

GENERAL CONTRACTOR). CONTRACTOR SHALL EMPLOY THIRD PARTY

INSPECTION CONSULTANTS TO PERFORM ALL INSPECTIONS REQUIRED BY

THIS CONTRACT. THE VA HAS NO INSPECTION CAPABILITY. ANY

REFERENCE TO VA INSPECTIONS SHALL BE BY A THIRD-PARTY INSPECTOR

QUALIFIED TO PERFORM THE WORK. CREDENTIALS SHALL BE SUPPLIED TO

THE VA/AE AS REQUIRED BY THIS CONTRACT. ALL INSPECTIONS, TESTING,

CERTIFICATIONS, AND PERMITS ARE TO BE PAID FOR BY THE GENERAL

CONTRACTOR. THE VA WILL NOT PAY FOR OR PERFORM ANY REQUIRED

INSPECTIONS. VA INSPECTIONS ARE FOR VA USE ONLY, WHEN

PERFORMED, AND DO NOT REDUCE THE INSPECTION BURDEN ON THE

CONTRACTOR.

AS A MINOR PROJECT, THIS PROJECT MUST BE “STAND ALONE”. THAT IS, THE

PROJECT CANNOT DEPEND ON ANOTHER PROJECT OR OTHER FUNDING SOURCE TO

MAKE THE FINAL RESULT COMPLETE AND USABLE.

Revisions: Date:

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

C&S Engineers, Inc.

2575 E. Camelback Rd, Suite 740 Phoenix, AZ 85016 Phone: 602-997-7536 Fax: 602-997-7592 www.cscos.com

Obernel 1331 Tyler Street NE Suite 201 Minneapolis, MN 55413 Phone: 612-249-5600 www.obernel.com

Hinman Consulting Engineers 601 California Street Suite 1710 San Francisco, CA 94108 Phone: 415-621-4423 www.hce.com

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GI001

PROJECT SHEET INDEX

TRIPLE C - THE A&E GROUP

2508 29th Avenue NE

Minneapolis, MN 55418

(612) 355-1251

Mat Perkins

676-19-327

400/407

05/20/2021 M.PERKINS K.

MCDERMOTT

ISSUED FOR

CONSTRUCTION

Expand and Renovate B400 for Urgent and Primary Care

500 E Veterans St, Tomah, WI 54660

- DRAWING INDEX -

SHEET NUMBER SHEET NAME

INCLUDED IN

35% SD

INCLUDED IN

65% DD

INCLUDED IN

95% CD

ISSUED FOR

CONSTRUCTION

M-501 MECHANICAL DETAILS Yes Yes Yes Yes

M-502 MECHANICAL DETAILS Yes Yes Yes Yes

M-600 MECHANICAL SECTIONS Yes Yes Yes Yes

M-700 MECHANICAL SCHEDULES Yes Yes Yes Yes

M-800 MECHANICAL CONTROLS Yes Yes Yes Yes

M-801 MECHANICAL CONTROLS Yes Yes Yes Yes

M-802 MECHANICAL CONTROLS Yes Yes Yes Yes

ELECTRICAL

E-000 ELECTRICAL ABBREVIATIONS AND SYMBOLS Yes Yes Yes Yes

ED101 B400 - LEVEL 1 - ELECTRICAL DEMOLITION PLAN Yes Yes Yes Yes

ED102 B400 - LEVEL 2 - ELECTRICAL DEMOLITION PLAN Yes Yes Yes Yes

ED103-407 B407 - LEVEL 3 - ELECTRICAL DEMOLITION PLAN Yes Yes Yes Yes

EL101 B400 - LEVEL 1 - LIGHTING PLAN Yes Yes Yes Yes

EL102 B400 - LEVEL 2 - LIGHTING PLAN Yes Yes Yes Yes

EL103-407 B407 - LEVEL 3 - LIGHTING PLAN Yes Yes Yes Yes

EL111 B400 - LEVEL 1 - LIGHTING CALCS No Yes Yes Yes

EL112 B400 - LEVEL 2 - LIGHTING CALCS No Yes Yes Yes

EL113-407 B407 - LEVEL 3 - LIGHTING CALCS No Yes Yes Yes

EP101 B400 - LEVEL 1 - POWER PLAN Yes Yes Yes Yes

EP102 B400 - LEVEL 2 - POWER PLAN Yes Yes Yes Yes

EP103-407 B407 - LEVEL 3 - POWER PLAN Yes Yes Yes Yes

EY101 B400 - LEVEL 1 - SPECIAL SYSTEMS PLAN Yes Yes Yes Yes

EY102 B400 - LEVEL 2 - SPECIAL SYSTEMS PLAN Yes Yes Yes Yes

EY103-407 B407 - LEVEL 3 - SPECIAL SYSTEMS PLAN Yes Yes Yes Yes

E-501 ELECTRICAL DETAILS Yes Yes Yes Yes

E-601 B400 ELECTRICAL DIAGRAMS Yes Yes Yes Yes

E-602 B400 ELECTRICAL DIAGRAMS Yes Yes Yes Yes

E-700 ELECTRICAL SCHEDULES Yes Yes Yes Yes

FIRE ALARM

EF101 B400 - LEVEL 1 - FIRE ALARM DEMOLITION PLAN Yes Yes Yes Yes

EF102 B400 - LEVEL 2 - FIRE ALARM DEMOLITION PLAN Yes Yes Yes Yes

EF103-407 B407 - LEVEL 3 - FIRE ALARM DEMOLITION PLAN Yes Yes Yes Yes

EF201 B400 - LEVEL 1 - FIRE ALARM PLAN Yes Yes Yes Yes

EF202 B400 - LEVEL 2 - FIRE ALARM PLAN Yes Yes Yes Yes

EF203-407 B407 - LEVEL 3 - FIRE ALARM PLAN Yes Yes Yes Yes

Grand total: 195

- DRAWING INDEX -

SHEET NUMBER SHEET NAME

INCLUDED IN

35% SD

INCLUDED IN

65% DD

INCLUDED IN

95% CD

ISSUED FOR

CONSTRUCTION

AE721 PARTITION HEAD DETAILS Yes Yes Yes Yes

AE722 PARTITION FRAMING DETAILS Yes Yes Yes Yes

AE730 TYPICAL MOUNTING HEIGHTS Yes Yes Yes Yes

AG900 B400 RENDERINGS No Yes Yes Yes

AG901 B400 RENDERINGS Yes Yes Yes Yes

AG902 B400/ B407 RENDERINGS No Yes Yes Yes

SIGNAGE

AW001 SIGNAGE ABBREVIATIONS, SYMBOLS, GENERAL NOTES &

DETAILS

Yes Yes Yes Yes

AW101 B400 - LEVEL 1 - SIGNAGE PLAN Yes Yes Yes Yes

AW102 B400 - LEVEL 2 - SIGNAGE PLAN Yes Yes Yes Yes

AW103 B407 - LEVEL 3 - SIGNAGE PLAN - DEDUCT ALT #1 & #2 Yes Yes Yes Yes

INTERIORS

IN001 INTERIOR FINISH ABBREVIATIONS, SYMBOLS, GENERAL

NOTES & FINISH BOARDS

No Yes Yes Yes

IN101 B400 - LEVEL 1 - INTERIOR FINISH PLAN - OVERALL Yes Yes Yes Yes

IN101A B400 - LEVEL 1 - INTERIOR FINISH PLANS - AREA A & A1 Yes Yes Yes Yes

IN101B B400 - LEVEL 1 - INTERIOR FINISH PLANS - AREA B Yes Yes Yes Yes

IN102C B400 - LEVEL 2 - INTERIOR FINISH PLANS - AREA C Yes Yes Yes Yes

IN103D B407 - LEVEL 3 - INTERIOR FINISH PLANS - AREA A, B & C -

DEDUCT ALT #1& #2

Yes Yes Yes Yes

IN501 INTERIOR FINISH DETAILS Yes Yes Yes Yes

IN601 INTERIOR FINISH LEGEND AND SCHEDULES Yes Yes Yes Yes

FURNITURE

IF101AB B400 - LEVEL 1 - INTERIOR FURNITURE PLAN - FOR

REFERENCE ONLY

Yes Yes Yes Yes

IF102C B400 - LEVEL 2 - INTERIOR FURNITURE PLAN - FOR

REFERENE ONLY

Yes Yes Yes Yes

IF103D B407 - LEVEL 3 - INTERIOR FURNITURE PLAN - FOR

REFERENCE ONLY - DEDUCT ALT #1 & #2

Yes Yes Yes Yes

IF104 FURNITURE PLAN - FOR REFERENCE ONLY No Yes Yes Yes

IF105 FURNITURE PLAN - FOR REFERENCE ONLY No Yes Yes Yes

IF106 FURNITURE PLAN - FOR REFERENCE ONLY No Yes Yes Yes

EQUIPMENT

Q001 EQUIPMENT SCHEDULE No Yes Yes Yes

Q101AB B400 - LEVEL 1 - EQUIPMENT PLANS No Yes Yes Yes

Q101C B400 - LEVEL 2 - EQUIPMENT PLAN No Yes Yes Yes

FIRE PROTECTION

F000 FIRE PROTECTION ABBREVIATIONS AND SYMBOLS Yes Yes Yes Yes

FD101 B400 - LEVEL 1 - FIRE PROTECTION DEMOLITION PLAN Yes Yes Yes Yes

FD102 B400 - LEVEL 2 - FIRE PROTECTION DEMOLITION PLAN Yes Yes Yes Yes

FD103-407 B407 - LEVEL 3 - FIRE PROTECTION DEMOLITION PLAN Yes Yes Yes Yes

FP101 B400 - LEVEL 1 - FIRE PROTECTION PLAN Yes Yes Yes Yes

FP102 B400 - LEVEL 2 - FIRE PROTECTION PLAN Yes Yes Yes Yes

FP103-407 B407 - LEVEL 3 - FIRE PROTECTION PLAN Yes Yes Yes Yes

PLUMBING

P-000 PLUMBING ABBREVIATIONS AND SYMBOLS Yes Yes Yes Yes

PD100 B400 - FOUNDATION - PLUMBING DEMOLITION PLAN Yes Yes Yes Yes

PD101 B400 - LEVEL 1 - PLUMBING DEMOLITION PLAN Yes Yes Yes Yes

PD102 B400 - LEVEL 2 - PLUMBING DEMOLITION PLAN Yes Yes Yes Yes

PD201 B400 - LEVEL 1 - MED GAS DEMOLITION PLAN Yes Yes Yes Yes

P-100 B400 - FOUNDATION - PLUMBING PLAN Yes Yes Yes Yes

P-101 B400 - LEVEL 1 - PLUMBING PLAN Yes Yes Yes Yes

P-102 B400 - LEVEL 2 - PLUMBING PLAN Yes Yes Yes Yes

P103-407 B407 - LEVEL 3 - PLUMBING PLAN Yes Yes Yes Yes

P-201 B400 - LEVEL 1 - MED GAS PLAN Yes Yes Yes Yes

P-300 B400 - PLUMBING ENLARGED PLANS Yes Yes Yes Yes

P-301 B400 - PLUMBING ENLARGED PLANS Yes Yes Yes Yes

P-302 B400 - PLUMBING ENLARGED PLANS Yes Yes Yes Yes

P-303 B400 - PLUMBING ENLARGED PLANS Yes Yes Yes Yes

P-304 B400 - PLUMBING ENLARGED PLANS Yes Yes Yes Yes

P-305 B400 - PLUMBING ENLARGED PLANS Yes Yes Yes Yes

P-400 PLUMBING RISERS Yes Yes Yes Yes

P-401 PLUMBING RISERS Yes Yes Yes Yes

P-402 PLUMBING RISERS Yes Yes Yes Yes

P-403 PLUMBING RISERS Yes Yes Yes Yes

P-404 PLUMBING RISERS Yes Yes Yes Yes

P-500 PLUMBING DETAILS Yes Yes Yes Yes

P-700 PLUMBING SCHEDULES Yes Yes Yes Yes

MECHANICAL

M-000 MECHANICAL ABBREVIATIONS AND SYMBOLS Yes Yes Yes Yes

MD101 B400 - LEVEL 1 - HVAC DEMOLITION PLAN Yes Yes Yes Yes

MD101A B400 - LEVEL 1 - HVAC DEMOLITION PLAN - DEDUCT ALT. #4 No No No Yes

MD102 B400 - LEVEL 2 - HVAC DEMOLITION PLAN Yes Yes Yes Yes

MD103-407 B407 - LEVEL 3 - HVAC DEMOLITION PLAN Yes Yes Yes Yes

MD200 B400 - FOUNDATION - HVAC PIPING DEMOLITION PLAN Yes Yes Yes Yes

MD201 B400 - LEVEL 1 - HVAC PIPING DEMOLITION PLAN Yes Yes Yes Yes

MD202 B400 - LEVEL 2 - HVAC PIPING DEMOLITION PLAN Yes Yes Yes Yes

M-100 B400 - LEVEL 1 - HVAC TEMPORARY PLAN Yes Yes Yes Yes

M-101 B400 - LEVEL 1 - HVAC PLAN Yes Yes Yes Yes

M-101A B400 - LEVEL 1 - HVAC PLAN - DEDUCT ALT. #4 No No No Yes

M-102 B400 - LEVEL 2 - HVAC PLAN Yes Yes Yes Yes

M-103-407 B407 - LEVEL 3 - HVAC PLAN Yes Yes Yes Yes

MP200 B400 - FOUNDATION - HVAC PIPING PLAN Yes Yes Yes Yes

MP201 B400 - LEVEL 1 - HVAC PIPING PLAN Yes Yes Yes Yes

MP202 B400 - LEVEL 2 - HVAC PIPING PLAN Yes Yes Yes Yes

MP203-407 B407 - LEVEL 3 - HVAC PIPING PLAN Yes Yes Yes Yes

M-400 ENLARGED MECHANICAL PLANS Yes Yes Yes Yes

M-401 ENLARGED MECHANICAL PLANS Yes Yes Yes Yes

M-402 ENLARGED MECHANICAL PLANS - DEDUCT ALT. #4 No No No Yes

M-500 MECHANICAL DETAILS Yes Yes Yes Yes

- DRAWING INDEX -

SHEET NUMBER SHEET NAME

INCLUDED IN

35% SD

INCLUDED IN

65% DD

INCLUDED IN

95% CD

ISSUED FOR

CONSTRUCTION

GENERAL

GI000 COVER SHEET Yes Yes Yes Yes

GI001 PROJECT SHEET INDEX Yes Yes Yes Yes

GI050 GENERAL NOTES Yes Yes Yes Yes

GI101 B400 - LEVEL 1 - FIRE AND LIFE SAFETY PLAN & CODE DATA Yes Yes Yes Yes

GI102 B400 - LEVEL 2 - FIRE AND LIFE SAFETY PLAN & CODE DATA Yes Yes Yes Yes

GI104 B407 - LEVEL 3 - FIRE AND LIFE SAFETY PLAN & CODE DATA -

DEDUCT ALT #1 & #2

Yes Yes Yes Yes

GI201 INFECTION CONTROL PLAN & INTERIM LIFE No Yes Yes Yes

GC101 PROJECT PHASING Yes Yes Yes Yes

GC102 PHASING PLANS Yes Yes Yes Yes

HAZARDOUS

H101 B400 - LEVEL 1 - HAZARDOUS MATERIAL ABATEMENT No No No Yes

H102 B400 - LEVEL 2 - HAZARDOUS MATERIAL ABATEMENT No No No Yes

H103-407 B407 - LEVEL 3 - HAZARDOUS MATERIAL ABATEMENT No No No Yes

HC101 B400 - LEVEL 1 - HAZARDOUS MATERIAL ABATEMENT -

PIPING

No No No Yes

CIVIL

VF100 CONTROL POINT SITE PLAN Yes Yes Yes Yes

VF101 CIVIL SURVEY PLAN Yes Yes Yes Yes

CD101 CIVIL DEMOLITION PLAN Yes Yes Yes Yes

CS101 CIVIL SITE PLAN Yes Yes Yes Yes

CS102 CIVIL SITE PLAN STAGING AREA No No No Yes

CG101 CIVIL GRADING PLAN Yes Yes Yes Yes

CG501 CIVIL DETAIL SHEET 1 Yes Yes Yes Yes

CG502 CIVIL DETAIL SHEET 2 No No No Yes

CU101 CIVIL UTILITY PLAN Yes Yes Yes Yes

STRUCTURAL

SJ001 GENERAL STRUCTURAL NOTES Yes Yes Yes Yes

SJ002 GENERAL STRUCTURAL NOTES CONTINUED Yes Yes Yes Yes

SJ003 SPECIAL INSPECTIONS Yes Yes Yes Yes

SB100 B400 - LEVEL 1 - FOUNDATION PLAN - OVERALL Yes Yes Yes Yes

SB101 B400 - LEVEL 1 - FOUNDATION PLAN - AREA A Yes Yes Yes Yes

SF102 B400 - LEVEL 2 - FRAMING PLAN - OVERALL Yes Yes Yes Yes

SF103 B400 - LEVEL 2 - ROOF FRAMING PLAN - AREA A Yes Yes Yes Yes

SF201 FRAMING ELEVATIONS Yes Yes Yes Yes

SF202 FRAMING ELEVATIONS No No Yes Yes

SF203 FRAMING ELEVATIONS No No No Yes

SF501 TYPICAL DETAILS Yes Yes Yes Yes

SF502 TYPICAL DETAILS Yes Yes Yes Yes

SF503 TYPICAL DETAILS Yes Yes Yes Yes

SF504 TYPICAL DETAILS Yes Yes Yes Yes

SF505 TYPICAL DETAILS No Yes Yes Yes

SB510 FOUNDATION DETAILS Yes Yes Yes Yes

SF520 FRAMING DETAILS Yes Yes Yes Yes

SF521 FRAMING DETAILS No No No Yes

SF530 COLD-FORMED STEEL FRAMING No No No Yes

SF601 GRAPHICAL COLUMN SCHEDULE No Yes Yes Yes

ARCHITECTURAL

AE000 SYMBOLS, & GENERAL NOTES Yes Yes Yes Yes

AS101 ARCHITECTURAL SITE PLAN Yes Yes Yes Yes

AG100 FLOOR PLAN - LEVEL 1, URGENT CARE CENTER PROGRAM

PLAN

No Yes Yes Yes

AG103 FLOOR PLAN - LEVEL 1, CLINICAL SPACE PROGRAM PLAN No Yes Yes Yes

AG200 FLOOR PLAN - LEVEL 2, SPECIALTY CARE PROGRAM PLAN No Yes Yes Yes

AG201A FLOOR PLAN - LEVEL 3 - SWING SPACE LAYOUT B407-

DEDUCT ALT #1 & #2

No Yes Yes Yes

AD101 B400 - LEVEL 1 - DEMOLITION PLAN Yes Yes Yes Yes

AD102 B400 - LEVEL 2 - DEMOLITION PLAN Yes Yes Yes Yes

AD103-407 B407 - LEVEL 3 - DEMOLITION PLAN - DEDUCT ALT #1 & #2 Yes Yes Yes Yes

AD121 B400 - LEVEL 1 - DEMOLITION RCP Yes Yes Yes Yes

AD122 B400 - LEVEL 2 - DEMOLITION RCP Yes Yes Yes Yes

AD123-407 B407 - LEVEL 3 - DEMOLITION RCP - DEDUCT ALT #1 & #2 Yes Yes Yes Yes

AE101 B400 - LEVEL 1 - FLOOR PLAN - OVERALL Yes Yes Yes Yes

AE102 B400 - LEVEL 2 - FLOOR PLAN - OVERALL Yes Yes Yes Yes

AE103-407 B407 - LEVEL 3 - FLOOR PLAN - DEDUCT ALT #1& #2 Yes Yes Yes Yes

AE104 B400 - ROOF PLAN - OVERALL Yes Yes Yes Yes

AC101 B400 - LEVEL 1 - REFLECTED CEILING PLAN Yes Yes Yes Yes

AC102 B400 - LEVEL 2 - REFLECTED CEILING PLAN Yes Yes Yes Yes

AC103-407 B407 - LEVEL 3 - REFLECTED CEILING PLAN - DEDUCT ALT #1

& #2

Yes Yes Yes Yes

AE201 B400 EXTERIOR ELEVATIONS Yes Yes Yes Yes

AE201-407 B407 EXTERIOR ELEVATIONS - DEDUCT ALT #1 & #2 Yes Yes Yes Yes

AE202 B400 EXTERIOR ELEVATIONS Yes Yes Yes Yes

AE301 BUILDING SECTIONS Yes Yes Yes Yes

AE320 WALL SECTIONS Yes Yes Yes Yes

AE321 WALL SECTIONS Yes Yes Yes Yes

AE322 WALL SECTIONS No No Yes Yes

AE401 B400 - LEVEL 1 - ENLARGED FLOOR PLANS Yes Yes Yes Yes

AE401A B400 - LEVEL 1 - ENLARGED FLOOR PLANS Yes Yes Yes Yes

AE401B B400 - LEVEL 1 - ENLARGED FLOOR PLANS Yes Yes Yes Yes

AE401C B400 - LEVEL 1 - ENLARGED FLOOR PLANS Yes Yes Yes Yes

AE401D B400 - LEVEL 1 - ENLARGED FLOOR PLANS No Yes Yes Yes

AE402 B400 - LEVEL 2 - ENLARGED FLOOR PLANS Yes Yes Yes Yes

AE500 EXTERIOR WALL AND ROOF ASSEMBLIES Yes Yes Yes Yes

AE520 EXTERIOR SECTION DETAILS Yes Yes Yes Yes

AE521 EXTERIOR SECTION DETAILS No No Yes Yes

AE551 DETAILS - INTERIOR Yes Yes Yes Yes

AE552 DETAILS - INTERIOR No No Yes Yes

AE560 DOOR DETAILS No Yes Yes Yes

AE561 DOOR AND LOUVER DETAILS No No Yes Yes

AE601 DOOR WINDOW & LOUVER SCHEDULES Yes Yes Yes Yes

AE710 ARCHITECTURAL DOOR, WINDOW & FRAME TYPES No Yes Yes Yes

AE720 STANDARD PARTITION TYPES Yes Yes Yes Yes

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

C&S Engineers, Inc.

2575 E. Camelback Rd, Suite 740 Phoenix, AZ 85016 Phone: 602-997-7536 Fax: 602-997-7592 www.cscos.com

Obernel 1331 Tyler Street NE Suite 201 Minneapolis, MN 55413 Phone: 612-249-5600 www.obernel.com

Hinman Consulting Engineers 601 California Street Suite 1710 San Francisco, CA 94108 Phone: 415-621-4423 www.hce.com

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GI050

GENERAL NOTES

TRIPLE C - THE A&E GROUP

2508 29th Avenue NE

Minneapolis, MN 55418

(612) 355-1251

Mat Perkins

676-19-327

400/407

05/20/2021 M.PERKINS J.AMOS

ISSUED FOR

CONSTRUCTION

Expand and Renovate B400 for Urgent and Primary Care

500 E Veterans St, Tomah, WI 54660

1. STANDARDS: GENERAL PAINTING SPECIFICATIONS FOR

THIS PROJECT ARE DEFINED BY THE PROJECT MANUAL

AND ARE BASED ON THE MPI ARCHITECTURAL PAINTING

SPECIFICATION MANUAL FOR NEW WORK AND THE MPI

MAINTENANCE REPAINTING MANUAL FOR RENOVATION OR

REPAINTING WORK.

2. PAINTING WORK: INCLUDES TAPING, SURFACE

PREPARATION, CLEANING, DE-RUSTING, PRIMING, FIELD

PAINTING AND FINISHING AS REQUIRED BY STANDARD

PRACTICE, MANUFACTURER OR SPECIFICATION. REQUIRED

COATS OF PAINT OR STAIN ARE IN ADDITION TO SHOP

PRIMING, SURFACE TREATMENT AND FINISHING. THE WORK

ALSO INCLUDES PAINTING CLEANUP AND REMOVAL OF

OVERSPRAY, DRIPS AND SPLATTERS. THE SPECIFICATIONS

MAY REQUIRE OTHER TYPES OF PAINTING, INCLUDING, BUT

NOT LIMITED TO, FIELD APPLIED SPECIAL COATINGS AND

FACTORY PRIMING.

3. PROJECT PAINTING SCOPE: EXCEPT AS NOTED

OTHERWISE, CONTRACTOR IS TO FIELD PAINT INTERIOR

AND EXTERIOR EXPOSED ITEMS AND BUILDING SURFACES,

WHETHER OR NOT PREVIOUSLY PAINTED, AND ALL NEW

ITEMS AND SURFACES. THIS INCLUDES, BUT IS NOT LIMITED

TO, FACTORY-PRIMED ITEMS, GALVANIZED SHEET METAL

AND EXPOSED PIPING AND FITTINGS (INCLUDING IRON AND

PVC). EXTERIOR EXPOSED MASONRY AND CONCRETE

SHALL BE SEALED, UNLESS NOTED OTHERWISE OR NOT

RECOMMENDED BY MANUFACTURER. PAINTING SCOPE

ITEMS MAY BE FOUND IN FINISH SCHEDULES, DRAWINGS,

SPECIFICATIONS AND PAINTING GENERAL NOTES. THESE

SOURCES ARE COMPLEMENTARY, NOT MUTUALLY

EXCLUSIVE.

4. MECHANICAL AND ELECTRICAL PAINTING: INCLUDES FIELD

PAINTING OF INTERIOR AND EXTERIOR EXPOSED PIPES,

DUCTS, HANGERS, EXPOSED STEEL AND IRON WORK AND

PRIMED METAL SURFACES OF EQUIPMENT IN EXPOSED

AREAS INSTALLED UNDER MECHANICAL AND ELECTRICAL

WORK, EXCEPT AS OTHERWISE INDICATED. PAINTING OF

ELECTRICAL AND MECHANICAL WORK IN ELECTRICAL AND

MECHANICAL ROOMS IS NOT REQUIRED UNLESS NOTED

OTHERWISE IN THE PROJECT MANUAL. COLOR-CODING OF

PIPING FOR MECHANICAL AND PLUMBING WORK IS

COVERED IN THE MECHANICAL OR PLUMBING

SPECIFICATIONS.

5. APPLICATION: EACH COAT OF PAINT SHALL TERMINATE AT

AN EDGE, CORNER, CHANGE OF MATERIALS OR CHANGE

OF PAINT COLOR. COMPLETED PAINTING SHALL NOT

IMPEDE THE INTENDED OPERATION OF ANY ITEM, SUCH AS

WINDOWS, DRAWERS, HINGES, DOORS, ETC.

6. TOUCH-UP: SURFACES REQUIRING TOUCH-UP SHALL BE

REPAIRED AS REQUIRED. PAINT TEXTURE, GLOSS AND

COLOR SHALL MATCH EXISTING. IF TOTAL TOUCH-UP AREA

ON ONE SURFACE IS LARGER THAN 1 SQUARE FOOT, OF IF

TEXTURE, GLOSS AND COLOR CANNOT BE MATCHED, THE

ENTIRE SURFACE SHALL BE REPAINTED TO ENCLOSING

EDGES OR CORNERS.

7. DO NOT PAINT: UNLESS OTHERWISE INDICATED, DO NOT

PAINT ITEMS THAT ARE SPECIFIED FACTORY-FINISHED OR

INSTALLER-FINISHED. ALSO, UNLESS OTHERWISE

INDICATED, DO NOT PAINT SUCH ITEMS AS ACOUSTIC

MATERIALS, HARDWARE, PRE-FINISHED FIXTURES AND

EQUIPMENT, PRE-FINISHED MECHANICAL AND ELECTRICAL

EQUIPMENT, SWITCH AND OUTLET PLATES, THERMOSTATS,

LIGHTING FIXTURES, SWITCHGEAR, MOTORS,

DISTRIBUTION PANELS AND INTERIOR AND EXTERIOR

SIGNAGE. IF THERE IS A QUESTION WHETHER OR NOT TO

PAINT AN ITEM OR SURFACE, FOLLOW PROCEDURES

LISTED IN SECTION 01 26 13 REQUESTS FOR INFORMATION

(RFI).

8. EXPOSED FINISH METAL SURFACES: UNLESS OTHERWISE

INDICATED, DO NOT PAINT METAL SURFACES OF ANODIZED

ALUMINUM, STAINLESS STEEL, NICKEL, CHROMIUM PLATE,

COPPER, BRASS, BRONZE AND SIMILAR FINISHED

MATERIALS.

9. CONCEALED SURFACES: UNLESS OTHERWISE INDICATED,

DO NOT PAINT SURFACES SUCH AS WALLS AND CEILINGS

IN CONCEALED AND GENERALLY INACCESSIBLE AREAS,

INCLUDING FURRED AREAS, UTILITY TUNNELS, PIPE

SPACES, CHASES AND DUCT SHAFTS. WATERPROOF SEAL

CONCRETE IN PIPE SPACE.

10. OPERATING PARTS AND SENSING DEVICES: UNLESS

OTHERWISE INDICATED, DO NOT PAINT MOVING PARTS OF

OPERATING UNITS SUCH AS VALVES, DAMPER

OPERATORS, LINKAGES, MOTOR AND FAN SHAFTS, LIGHT

SENSING OR EMITTING DEVICES THAT MIGHT NOT

FUNCTION PROPERLY IF PAINTED.

11. CODE-REQUIRED LABELS: DO NOT PAINT OVER CODE-

REQUIRED LABELS.

12. ALL FLOORS ARE TO BE CLEANED AND SEALED AT

COMPLETION OF WORK. NO EPOXY PAINT.

13. ALL INTERIOR SURFACES, WALLS, FRAMES, ETC.,

REQUIRED TO HAVE NEW FINISHES APPLIED, SHALL HAVE

ALL EXISTING AND CONTRACTOR CAUSED HOLES, CRACKS,

AND OTHER IMPERFECTIONS FILLED WITH APPROVED

PATCHING MATERIAL. PATCH TO BE FINISHED FLUSH WITH

ADJACENT SURFACE, WITH TEXTURE TO MATCH TEXTURE

OF ADJACENT SURFACE. SEE SPECIFICATIONS FOR

PATCHING REQUIREMENTS.

14. PAINT EXPOSED TOP EDGE OF ALL TERRAZZO FLOOR BASE

TO MATCH WALL PAINT. CLEAN TERRAZZO FACE OF ANY

OLD PAINT.

15. PAINT EXISTING MECHANICAL HEATING UNIT COVER AND

ACCESSORIES, INCLUDING ALL SUPPORT BRACKETS.

PAINT THE HEATING WATER PIPING THAT IS EXPOSED TO

VIEW BELOW THE UNIT. PAINT ALL WALL SURFACES THAT

ARE VISIBLE BEHIND HEATING UNIT WHEN COVER IS IN

PLACE.

16. THE CONTRACTOR SHALL FIELD VERIFY EXISTING PAINT

MATERIALS AND FINISHES. APPLY THE APPROPRIATE

SEPARATION COAT (PRIMER/BONDING COAT) BETWEEN ALL

NON-COMPATIBLE COATINGS (I.E. WHERE NEW WATER-

BORNE ACRYLIC IS TO BE INSTALLED OVER EXISTING OIL

BASE PAINT).

GENERAL PAINTING NOTES:

1. THE PRIMARY OBJECT OF APPLYING SEALANT IS TO

FACILITATE WEATHER TIGHTNESS AT THE EXTERIOR

BUILDING ENVELOPE AND WATER TIGHTNESS AT INTERIOR

WET\DAMP LOCATIONS. PROPER PRIMING MUST BE USED

WITH SEALANTS.

2. THE PRIMARY OBJECT OF APPLYING CAULKING IS TO

ENHANCE APPEARANCE AND FINISH AT INTERIOR

APPLICATIONS AND IN SOME SITUATIONS TO REDUCE

AIRFLOW, SUCH AS AT DUCTS, INTERIOR SIDES OF THE

EXTERIOR ENVELOPE AND AT FIREWALL/SMOKE BARRIER

PENETRATIONS (FIRE CAULKING) AND TO DECREASE

SOUND TRANSMISSION THROUGH WALLS AND CEILINGS.

OTHER USES MAY BE NOTED IN THE SPECIFICATIONS

AND/OR ON THE DRAWINGS. IF THERE ARE QUESTIONS

ABOUT WHERE OR WHAT TYPE OF SEALANT OR CAULKING

SHOULD BE USED, FOLLOW PROCEDURES LISTED IN

SECTION 01 26 13 REQUESTS FOR INFORMATION (RFI).

3. SPECIFIED SEALANT (AND BACKER RODS, AS REQUIRED)

SHALL BE USED AT HORIZONTAL AND VERTICAL CONCRETE

JOINTS AND AS NOTED.

4. SPECIFIED SEALANT AND BACKER RODS, OR EXPANSION

JOINT MATERIAL, AS REQUIRED, SHALL BE USED AT

MASONRY AND CONCRETE CONTROL JOINTS.

5. APPLY SEALANT TAPE OR TWO CONTINUOUS BEADS OF

SEALANT BETWEEN PERIMETER SOLE PLATES AND

FOUNDATIONS, SLABS AND FLOOR DECKS. SET EXTERIOR

THRESHOLDS IN SEALANT UNLESS NOTED OTHERWISE.

6. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL

AROUND BOTH SIDES OF DOOR FRAMES.

7. SPECIFIED SEALANT OR CAULK SHALL BE USED ALL

AROUND INTERIOR WALL MOUNTED EQUIPMENT FRAMES

AND EXPOSED SUPPORTS.

8. SPECIFIED SEALANT OR CAULK SHALL BE USED AT JOINTS

BETWEEN DIFFERENT WALL MATERIALS (TILE TO BRICK,

CMU TO GYPSUM BOARD, WOOD TO STONE, METAL PANEL

TO P-LAM, ETC).

9. USE SPECIFIED CAULK OR SEALANT AT WALL MATERIAL

GAPS OR 1/16TH INCH OR MORE.

10. SEAL ALL AROUND ATTACHMENTS TO, AND PENETRATIONS

THROUGH, FLOORS AND WALLS.

11. USE SPECIFIED SEALANT AROUND WALL, FLOOR AND

CEILING PIPE PENETRATIONS. WHERE ESCUTCHEONS ARE

SPECIFIED OR PROVIDED, SET THE ESCUTCHEONS IN A

BED OF SEALANT.

12. USE SPECIFIED CAULK OR SEALANT AROUND

PENETRATIONS IN EXTERIOR WALLS AND SOFFITS, SUCH

AS AT HOSE BIBS, FD CONNECTIONS, ELECTRIC SERVICE

ENTRIES, GAS PIPE ENTRIES, ELECTRIC OUTLETS,

LIGHTING, VENTS, ETC.

GENERAL SEALANT / CAULKING

NOTES:

PHASE 1:

PHASING NOTES:

1. BUILDING 407: SWING SPACE THIRD FLOOR (DEDUCT #1 & #2)

2. BUILDING 400: NEW URGENT CARE ADDITION.

3. BUILDING 400: RENOVATE SECOND FLOOR NORTHWEST

WING.

4. END OF PHASE 1.

PHASE 2:

1. COORDINATE WITH COR ALL SHUT DOWNS PER SECTION 01

00 00. ALLOW THREE WEEKS FOR THE VA TO MOVE BETWEEN

PHASES.

AT ALL TIMES MAINTAIN VEHICLE ACCESS, ESPECIALLY FOR

AMBULANCE ACCESS TO AND FROM AMBULANCE ENTRANCE,

AND MAIN DROP OFF AREA.

1. BUILDING 400: RENOVATE WEST WING OF FIRST FLOOR.

2. BUILDING 400: RENOVATE COMMON SPACE.

3. END OF PHASE 2.

AT ALL TIMES MAINTAIN VEHICLE ACCESS, ESPECIALLY FOR

AMBULANCE ACCESS TO AND FROM AMBULANCE ENTRANCE,

AND MAIN DROP OFF AREA.

• ALLOW 21 DAYS BETWEEN PHASES FOR THE VA TO MOVE.

• PERFORM ALL WORK WITHIN PHASE 1 PRIOR TO THE

RELEASE OF PHASE 2.

PRECONSTRUCTION PHASE:

PROJECT SUBMITTALS

PHASING NOTES:

• ALLOW 21 DAYS BETWEEN PHASES FOR THE VA TO MOVE.

• PERFORM ALL WORK WITHIN PHASE 2 PRIOR TO THE

RELEASE OF PHASE 3.

PHASE 3:

AT ALL TIMES MAINTAIN VEHICLE ACCESS, ESPECIALLY FOR

AMBULANCE ACCESS TO AND FROM AMBULANCE ENTRANCE,

AND MAIN DROP OFF AREA.

1. BUILDING 400: RENOVATE EXISTING URGENT CARE SPACE.

2. END OF PHASE 3 AND CONSTRUCTION.

• ALLOW 21 DAYS BETWEEN PHASES FOR THE VA TO MOVE.

WARRANTY PHASE:

1. 4-MONTH WARRANTY WALK THROUGH

2. 9-MONTH WARRANTY WALK THROUGH

PROJECT COMPLETE

1. THESE GENERAL NOTES APPLY TO ALL DRAWINGS.

2. COMPLY WITH ALL APPLICABLE CODES, RULES, AND

REGULATIONS. WHEN REQUIRED BY CODE, ALL WORK

MUST BE INSPECTED AND APPROVED BY LOCAL

AUTHORITIES.

3. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE

VERIFIED BY THE CONTRACTOR(S) PRIOR TO FABRICATION

AND CONSTRUCTION. IF INCONSISTENCIES,

CONTRADICTIONS OR OMISSIONS ARE DISCOVERED

FOLLOW PROCEDURES LISTED IN SECTION 01 26 13

REQUESTS FOR INFORMATION (RFI).

4. GENERAL CONTRACTOR SHALL COORDINATE ALL

MECHANICAL AND ELECTRICAL DUCT SIZES AND

LOCATIONS.

5. ALL EXITS TO BE OPERABLE FROM THE INSIDE WITHOUT

THE USE OF A KEY OR SPECIAL KNOWLEDGE.

6. WALL OUTLETS, SWITCHES,THERMOSTATS, ETC. TO BE

INSTALLED LEVEL WITH EACH OTHER AND PLUMB.

7. THE WORK INDICATED IN THE NOTES DESCRIBES THE

GENERAL SCOPE OF WORK ONLY AND IS NOT INTENDED

TO BE INCLUSIVE OF ALL WORK REQUIRED TO COMPLETE

FULL SCOPE OF WORK.

8. DO NOT MEASURE DRAWINGS. ALL DIMENSIONS SHALL BE

FIELD VERIFIED. IF DIMENSIONAL INFORMATION IS

REQUIRED & NOT FOUND, FOLLOW PROCEDURES LISTED IN

SECTION 01 26 13 REQUESTS FOR INFORMATION (RFI).

9. FIELD VERIFICATION: BEFORE BIDDING AND DURING

CONSTRUCTION, CONTRACTOR SHALL VERIFY THAT

ACTUAL CONDITIONS ARE THOSE REFLECTED BY THE

CONTRACT DOCUMENTS. REPORT DISCREPANCIES TO

ARCHITECT AND COR PRIOR TO BIDDING OR PERFORMING

WORK RELATED TO ANY DISCREPANCIES. SEE

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

10. MOST EXPENSIVE BID: IF THERE ARE SCHEDULES,

SYSTEMS, SUBCONTRACT, OR MATERIAL CONFLICTS NOT

BROUGHT TO THE ARCHITECT'S AND COR'S ATTENTION

PRIOR TO BIDDING, THE CONTRACTOR WILL BE DEEMED TO

HAVE ELECTED THE MORE COSTLY TIME, METHOD,

SYSTEM, PRODUCT, SUBCONTRACT AND/OR MATERIAL.

11. NIC: CONSTRUCTION OF WORK INDICATED ON DRAWINGS

AS "NIC" IS NOT IN THE CONTRACT. HOWEVER, THE

CONTRACTOR SHALL COORDINATE ITS WORK, WITH WORK

INDICATED AS NIC.

12. SITE COORDINATION: COORDINATE ALL SITE OPERATIONS

WITH COR, INCLUDING STAGING AREAS, MATERIAL

STORAGE, ACCESS TO WORK, TIMING OF WORK, NOISY

OPERATIONS, INTERRUPTION OF UTILITIES. SEE

SPECIFICATIONS.

13. TRADE COORDINATION: CONTRACTOR SHALL COORDINATE

THE PLACEMENT OF EACH TRADE'S WORK SO THAT THERE

ARE NO CONFLICTS AND NO SYSTEM'S OPERATION OR

FUNCTION IS IMPAIRED. IT IS ESPECIALLY IMPORTANT TO

COORDINATE PENETRATIONS THROUGH FOUNDATIONS,

FLOORS, WALLS AND CEILING SPACES. SEE

SPECIFICATIONS.

14. PROVIDE GALVANIC SEPARATION MATERIAL, BETWEEN

DISSIMILAR METALS. SEE SPECIFICATIONS.

15. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY

SHALL BE FIRE TREATED. SEE SPECIFICATIONS. ALL

SURFACE ATTACHED METAL SHALL BE SEPARATED FROM

CONCRETE OR MASONRY BY NON-METALLIC MATERIAL

SUCH AS #30 FELT, "PEEL AND STICK" OR OTHER MATERIAL

AS APPROVED BY ARCHITECT AND COR.

16. EXTERIOR / INTERIOR ELEVATIONS DO NOT SHOW ALL

EQUIPMENT, FIXTURES, DEVICES, MECHANICAL, PLUMBING

OR ELECTRICAL ITEMS. SEE ARCHITECTURAL, INTERIOR,

MECHANICAL AND ELECTRICAL PLANS FOR ADDITIONAL

ELEVATION COORDINATION.

17. ANY CUTTING/WELDING WILL REQUIRE DAILY HOT WORK

PERMITS TO BE COORDINATED WITH COR. SUBMIT

CERTIFICATIONS AS REQUIRED BY THE SPECIFICATIONS.

GENERAL NOTES: GENERAL FIRE & LIFE SAFETY

NOTES:

FIRE ALARM

1. DESIGN SHALL BE AN APPROVED FIRE ALARM SYSTEM IN

ACCORDANCE WITH CLASS "a" PROTECTION OF NFPA 101

LIFE SAFETY CODE.

2. SUBMIT PER SECTION 01 33 23 SHOP DRAWINGS, PRODUCT

DATA, AND SAMPLES; AND SECTION 28 31 00 FIRE

DETECTION AND ALARM FOR APPROVAL PRIOR TO THE

INSTALLATION.

3. THE TOMAH VAMC HAS A FULL SERVICE MAINTENANCE

CONTRACT FOR MAINTENANCE AND TESTING OF THE FIRE

ALARM SYSTEM. IN ACCORDANCE WITH THIS CONTRACT

THE FIRE ALARM MAINTENANCE CONTRACTOR

(CURRENTLY FIRE SENTRY) MUST CERTIFY ALL

PROGRAMMING DONE TO THE FIRE ALARM SYSTEM.

UNDER THIS CONTRACT, THE CONSTRUCTION

CONTRACTOR MUST EITHER HIRE THE CURRENT FIRE

ALARM MAINTENANCE CONTRACTOR TO PERFORM ALL

FIRE ALARM PROGRAMMING WORK OR IF THE

PROGRAMMING IS COMPLETED BY ANOTHER FIRE ALARM

CONTRACTOR, THE CONSTRUCTION CONTRACTOR MUST

HIRE THE CURRENT FIRE ALARM MAINTENANCE

CONTRACTOR TO FULLY INSPECT, TEST, AND CERTIFY THE

PROGRAMMING WORK DONE BY ANOTHER CONTRACTOR.

4. WHENEVER FIRE ALARM WORK TAKES PLACE IN AN AREA

THAT IS BEING REMODELED, AT THE CONCLUSION OF THE

WORK, THE FIRE ALARM CONTRACTOR IS TO TEST ALL

FIRE ALARM DEVICES WITHIN THE AREA OF THE REMODEL

AREA WHETHER OR NOT THEY WERE MODIFIED AS PART

OF THE PROJECT.

FIRE EXTINGUISHERS

1. TEMPORARY- CONTRACTOR SHALL PROVIDE JOB SITE

WITH TEMPORARY PORTABLE FIRE EXTINGUISHERS AND

SHALL MAINTAIN THEM DURING THE COURSE OF

CONSTRUCTION. EACH EXTINGUISHER SHALL BE 10 lb.

CAPACITY, CAPABLE OF EXTINGUISHING CLASS A, B & C

FIRES. ALL EXTINGUISHERS SHALL BE U.L. LABELED AND

SHALL BE DRY CHEMICAL TYPE.

EXIT & EMERGENCY LIGHTING

1. EXIT SIGNS SHALL CLEARLY INDICATE DIRECTION LEADING

TO EXTERIOR WITH MINIMUM 6" HIGH LETTERS AT

REQUIRED EXITS, EXIT DISCHARGE AND AT ALL CORRIDOR

INTERSECTIONS AND CHANGES OF DIRECTION. EXIT WAY;

CORRIDORS AND STAIRS SHALL BE ILLUMINATED BY A

SUITABLE EMERGENCY LIGHTING SYSTEM TO OPERATE

WHEN NORMAL POWER IS INTERRUPTED. EMERGENCY

LIGHTING SHALL PROVIDE A MINIMUM OF 5 FOOT CANDLE

POWER AT FLOOR LEVEL. EXIT DOOR SHALL SWING IN THE

DIRECTION OF EXIT OVER A LANDING NOT MORE THAN 1/2"

BELOW THE THRESHOLD.

2. EXIT AND EMERGENCY LIGHTING SHALL CONFORM WITH

THE LOCAL AND CURRENT NEC GUIDELINES.

FIRE SPRINKLER SYSTEM

1. EXISTING FIRE SPRIKLER MAIN PIPES AND BRANCH LINES

TO BE RETAINED AND REUSED. CONTRACTOR TO VERIFY

THE EXACT SIZE AND LOCATION IN FIELD.

2. ALL NEW SPRINKLER HEADS, HANGERS AND RESTRAINTS

TO BE INSTALLED IN ACCORDANCE WITH 2019 NFPA 13.

3. ALL NEW PIPING FOR SPRINKLER HEADS SHALL BE HARD

PIPED, NO FLEXIBLE CONNECTIONS ARE PERMISSIBLE.

4. WHENEVER EXISTING FIRE SPRINKLER PIPING IS

REMOVED, THE FIRE SPRINKLER CONTRACTOR IS TO

ANALYZE THE PIPING FOR OBSTRUCTIONS AND PROVIDE

WRITTEN OBSTRUCTION DOCUMENTATION IN

ACCORDANCE WITH NFPA REQUIREMENTS TO THE VA.

FIRE STOPPING

1. FIRE STOPPING IS REQUIRED. SEE SECTION 07 84 00 FIRE

STOPPING.

GENERAL

1. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE

OR FLAME-PROOFED IN AN APPROVED MANNER.

2. INSULATION APPLIED TO EXTERIOR SURFACE OF DUCTS

LOCATED IN BUILDINGS SHALL HAVE A FLAME SPREAD OF

NOT MORE THAN 25 AND SMOKE-DEVELOPED RATING OF

NOT MORE THAN 50 WHEN TESTED AS A COMPOSITE

INSTALLATION, INCLUDING INSULATION, FACING

MATERIALS, TAPES AND ADHESIVES NORMALLY APPLIED.

3. ALL INSULATION MATERIALS INSTALLED WITHIN FLOOR-

CEILING ASSEMBLIES, ROOF CEILING ASSEMBLIES, WALLS

SHALL HAVE A FLAME-SPREAD RATING NOT TO EXCEED 25

AND A SMOKE DENSITY NOT TO EXCEED 50 WHEN TESTED

IN ACCORDANCE WITH ASTM E 84.

4. HAND-ACTIVATED, DOOR-OPENING HARDWARE SHALL BE

CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR.

LATCHING AND LOCKING DOORS THAT ARE HAND-

ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL

BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE

HARDWARE, PANIC BARS, PUSH-PULL PASSAGE WITHOUT

REQUIRING THE ABILITY TO GRASP THE OPENING

HARDWARE. LOCKED EXIT DOORS SHALL OPERATE AS

ABOVE IN EGRESS DIRECTION. DOOR CLOSERS (EXCEPT

FIRE DOORS) SHALL HAVE SWEEP PERIOD SO THAT FROM

AN OPEN POSITION OF 70 DEGREES, THE DOOR WILL TAKE

AT LEAST 3 SECONDS TO MOVE TO A POINT 3" FROM THE

LATCH, MEASURED FROM THE LEADING EDGE OF THE

DOOR.

5. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT

EXCEED:

A. INTERIOR DOORS - 5 lbs.

B. EXTERIOR DOORS - 8.5 lbs.

C. FIRE DOORS - 15 lbs.

6. ALL FLOOR, WALL, AND CEILING PENETRATIONS FOR

PIPING, DUCTS, CONDUIT, ETC. SHALL BE SEALED WITH A

UL APPROVED METHOD AND MATERIAL.

FIRE & SMOKE DAMPERS

1. EXISTING FIRE & SMOKE DAMPERS ARE TO BE RETAINED

AND REUSED.

2. THE BUILDING IS EQUIPPED WITH A FIRE ALARM SYSTEM.

THE BUILDING IS EQUIPPED WITH A FIRE SPRINKLER AND

FIRE ALARM SYSTEM.

1. ALTHOUGH SIGNIFICANT EFFORTS HAVE BEEN MADE TO

COORDINATE DIMENSIONS, THERE MAY BE DISCREPANCIES

AND/OR OMISSIONS. IF ENCOUNTERED, CONTACT THE COR

FOR ADDITIONAL INFORMATION. IF DIMENSIONAL

INFORMATION IS REQUIRED & NOT FOUND, FOLLOW

PROCEDURES LISTED IN SECTION 01 26 13 REQUESTS FOR

INFORMATION (RFI). IF DISCREPANCIES ARE DISCOVERED

AFTER THE BID FOLLOW PROCEDURES LISTED IN SECTION

01 26 13 REQUESTS FOR INFORMATION (RFI) PRIOR TO

CONSTRUCTION OF THE AFFECTED AREA.

2. ACTUAL CONSTRUCTION CONDITIONS AND/OR MATERIAL

AND EQUIPMENT SIZES MAY NOT BE THOSE ANTICIPATED

BY THE DESIGNERS. THROUGH FIELD INVESTIGATION AND

SHOP DRAWINGS CONTRACTOR SHALL VERIFY

DIMENSIONS AND RECOMMEND DIMENSIONAL

MODIFICATIONS AS REQUIRED.

3. ARCHITECTURAL DIMENSIONS MAY BE FOUND ON FLOOR

PLANS, EXPANDED PLANS, REFLECTED CEILING PLANS,

SECTIONS, DETAILS, DOOR SCHEDULES, INTERIOR

ELEVATIONS AND EXTERIOR ELEVATIONS.

4. ADDITIONAL DIMENSIONS MAY BE SHOWN ON

STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

MECHANICAL AND ELECTRICAL EQUIPMENT SCHEDULES

MAY ALSO CONTAIN DIMENSIONAL INFORMATION RELATED

TO EQUIPMENT SIZES AND CLEARANCES.

5. DESIGNATIONS ARE NOTED AS NOMINAL, NOT ACTUAL (2 X

4 STUD); DIMENSIONS ARE SHOWN AS ACTUAL, NOT

NOMINAL (1 1/2" X 3 1/2" STUD). DIMENSIONS ARE NOT

ROUNDED, BUT UN-ROUNDED DIMENSIONS SHOULD NOT

BE VIEWED AS MAXIMUM CONSTRUCTION TOLERANCE.

(FOR INSTANCE, MASONRY OPENING DIMENSIONS MAY BE

SHOWN IN THE 16THS OF AN INCH, BUT STANDARD

MASONRY CONSTRUCTION TOLERANCES MAY BE +/- 1/4").

6. FLOOR PLAN DIMENSIONS

A. THE LOWEST FLOOR OVERALL BUILDING

DIMENSIONS ARE FROM THE OUTSIDE FACE OF THE

FOUNDATION WALL TO THE OPPOSITE OUTSIDE

FACE OF THE FOUNDATION WALL (OR, FROM

OUTSIDE GRIDLINE TO OUTSIDE GRIDLINE) AS

SHOWN.

B. DIMENSIONS FOR NON-LOAD BEARING WALLS ARE

TO ONE FACE OF FINISH, BOTH FACES OF

MASONRY WALLS, OR BOTH FACES OF CONCRETE

WALLS, ETC, UNLESS NOTED OTHERWISE.

C. WALL DIMENSIONS ARE ACTUAL, NOT NOMINAL

(UNLESS NOTED AS "NOM").

D. DOOR OPENING DIMENSIONS IN FRAME

CONSTRUCTION (WOOD OR STEEL STUDS) ARE

TYPICALLY SHOWN AT THEIR CENTERLINES.

HOWEVER, WHEN THE EDGE OF THE DOOR IS

IMPORTANT, OR MAKES THE PLACEMENT CLEARER,

THE DIMENSION MAY BE TO THE ACTUAL FRAME

EDGE.

E. DOOR DIMENSIONS IN LOAD-BEARING MASONRY

AND CONCRETE WALLS ARE TO "ROUGH"

OPENINGS (FACES OF MASONRY OR CONCRETE).

TYPICAL DOOR ROUGH OPENING DIMENSIONS ARE

THE FRAME WIDTH PLUS 1/2" (1/4" CLEARANCE

EACH SIDE) AND PLUS 1/2" TOTAL FOR THE

HEAD/SILL DIMENSIONS.

F. "TYPICAL" DOOR FRAME CLEARANCE DIMENSIONS

TO ADJACENT WALLS: BETWEEN FRAME FACES

AND FACES OF STUDS, OR FACES OF MASONRY OR

CONCRETE, AT NEARBY PERPENDICULAR WALLS

ARE TYPICALLY 4", DEPENDING ON HARDWARE

CLEARANCES AND FRAME REQUIREMENTS (2.5"-

DOOR HANDLE PLUS 1" -WALL STOP PLUS 1/2" GB=

4.0")

G. SOME DIMENSIONS REQUIRED TO BE CLEAR, SUCH

AS AT REQUIRED EXIT WAYS, APPLIANCE COVES OR

PREFABRICATED STAIR ENCLOSURES, ARE NOTED

"CLR" OR "CLEAR" AND ARE SHOWN TO THE FACES

OF FINISHES.

H. DIMENSIONS DESIGNATED WITH "MIN" INDICATE

THE MINIMUM CLEARANCE OR SEPARATION

REQUIRED.

7. ROOF PLAN DIMENSIONS

A. UN-DIMENSIONED LOCATIONS OF ROOFTOP

EQUIPMENT AND CONSTRUCTION OFTEN MAY BE

DETERMINED BY THE FLOOR PLAN BELOW, SUCH

AS ROOF HATCH DETERMINED BY REFERENCE TO A

FIXED WALL AND LADDER, OR MECHANICAL

EQUIPMENT DETERMINED BY DUCT PENETRATIONS

BETWEEN JOISTS.

B. UN-DIMENSIONED ITEMS SUCH AS EQUIPMENT

RAILS, HVAC EQUIPMENT, SCREEN WALLS,

ANTENNAS, WALK PADS, LADDERS, SCUPPER

LOCATIONS, ETC., MAY BE LOCATED FROM

MECHANICAL AND ELECTRICAL DRAWINGS OR

LOCATED BY SCALING. CONFIRM ALL ROOF ITEM

DIMENSIONS WITH THE ARCHITECT AND COR PRIOR

TO CONSTRUCTION.

8. VERTICAL DIMENSIONS

A. UNLESS NOTED OTHERWISE, THE FIRST FLOOR

REFERENCE ELEVATION IS 100'-0". THIS IS

REFERENCED TO A GROUND ELEVATION ABOVE

MEAN SEA LEVEL (MSL), AS SHOWN IN CIVIL OR

STRUCTURAL DRAWINGS. ELEVATIONS BELOW 0'-0"

ARE "-" (PREFIXED WITH A MINUS SIGN).

B. BUILDING, FLOOR AND ROOF HEIGHTS SHOWN ON

ARCHITECTURAL DRAWINGS ARE TO TOP OF

DECKING OR SHEATING, BUT DO NOT INCLUDE

FINISHES OR ROOFING MATERIAL.

C. WALL OPENINGS: DOOR AND LOUVER HEIGHTS ARE

TO FINISH HEIGHTS (UNLESS THEY ARE IN LOAD-

BEARING MASONRY OR CONCRETE WALLS, WHERE

THEY ARE TO ROUGH OPENINGS). HEIGHT

REFERENCES SHOULD BE TO THE NEXT LOWER

FINISH FLOOR ELEVATION

D. LIGHTING HEIGHTS ON WALLS ARE TO

CENTERLINES OF THE ELECTRICAL BOXES, UNO.

EQUIPMENT, VENT, PLUMBING AND FIXTURE

ELEVATIONS ARE TO CENTERLINES OF THE WALL

PENETRATIONS, UNO.

E. SOME VERTICAL DIMENSIONS ARE SHOWN ON

PLANS FOR DEPRESSIONS, RIDGES, CURBS, AND

ELEVATION CHANGES. A PLAN ELEVATION CHANGE

SYMBOL LOOKS LIKE A STEP OR VERTICAL "Z" AND

INDICATES THE + OR - ELEVATION CHANGE IN

INCHES FROM THE FINISHED FLOOR ELEVATION

(FFE) NEXT TO IT.

GENERAL DIMENSIONING

NOTES:

1. HALF-TONED OR LIGHT LINES INDICATE EXISTING

CONSTRUCTION TO REMAIN. DASHED BOLD LINES INDICATE

EXTENT OF DEMOLITION.

2. TEMPORARY BRACING OR SHORING MAY BE NECESSARY,

AND SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

3. CONTRACTOR SHALL COORDINATE DEMOLITION ACTIVITIES

TO MEET APPROVAL OF CODE AGENCIES. COORDINATE

DEMOLITION WORK WITH ALL DISCIPLINES. CONTRACTOR

SHALL DISPOSE OF ALL ITEMS PER SPECIFICATIONS. THE

COR RESERVES THE RIGHT TO SELECT SPECIFIC ITEMS

FOR SALVAGE. THESE ITEMS SHALL BE IDENTIFIED DURING

THE PRE-CONSTRUCTION WALK THROUGH.

4. CONTRACTOR SHALL PATCH AND REPAIR ALL OPENINGS,

VOIDS OR PENETRATIONS LEFT BY THE INSTALLATION OR

CONSTRUCTION OF EQUIPMENT, PIPING, DUCTS, ETC. TO

MAINTAIN THE INTEGRITY OF THE WALL, FLOOR, AND/OR

ROOF ASSEMBLY.

5. THE ACCESSIBLE PARKING AREA AND PUBLIC RIGHT-OF-

WAY OF THE PROJECT SITE WILL BE IMPACTED BY

CONSTRUCTION ACTIVITIES. TEMPORARY BARRICADES

PERTAINING TO THE CONTRACTOR'S ACTIVITIES SHALL BE

INSTALLED TO PREVENT POSSIBLE INJURY IN AND AROUND

DEMOLITION AND CONSTRUCTION AREAS IN ACCORDANCE

WITH THE LATEST OSHA REQUIREMENTS. COORDINATE

CONTRACTOR STAGING AREA AND PUBLIC ACCESS WITH

COR PRIOR TO CONSTRUCTION. PROTECT SIGNAGE WITHIN

PROJECT AREA.

6. SEE SPECIFICATIONS FOR CUTTING AND PATCHING AND

DEMOLITION FOR RELATED DEMOLITION WORK.

7. SEE DRAWINGS FOR ADDITIONAL PROJECT RELATED

UTILITY & DEMOLITION WORK AND PROJECT PHASING

NOTES. COORDINATE UTILITY SYSTEM SHUTDOWNS WITH

COR.

GENERAL DEMOLITION AND

PHASING NOTES:

F

A

F

LIFE SAFETY SYMBOLS

XX PATH OF TRAVEL

(FOR CUMULATIVE DISTANCES

REFER TO SCHEDULE)

EXIT LIGHTING

TM

FIRE EXTINGUISHER CABINET (EEC)

FIRE EXTINGUISHERS (FE)

FIRE HOSE CABINETS (FHC)

HEAT DETECTOR

SMOKE DETECTOR

DIRECTION OF EGRESS

50'-0" AGGREGATE DISTANCE

WIDTH PROVIDEDP: XX"

R: XX" WIDTH REQUIRED

PARTITION RATING GRAPHICS:

4 HR FIRE BARRIER

3 HR FIRE BARRIER

2 HR FIRE & SMOKE BARRIER

2 HR FIRE BARRIER

2 HR FIRE BARRIER/SHAFT

1 HR FIRE & SMOKE BARRIER

1 HR FIRE BARRIER

1 HR FIRE BARRIER/SHAFT

SMOKE PARTITION (NON RATED)

NON RATED

PARTITION RATING GRAPHIC DESIGNATION: PRIORITY

1 HIGHEST

5 LOWEST

PARTITIONS REQUIRED TO BE SMOKE RESISTANT, FIRE

RESISTANT, OR BOTH FIRE AND SMOKE RESISTANT ARE SHOWN

GRAPHICALLY ON PLANS WITH HATCH PATTERNS.

APPLICABLE BUILDING CODES

• 2018 NFPA 101 LIFE SAFETY CODE & 2016 NFPA 72

NATIONAL FIRE ALARM AND SIGNALING CODE & 2016 NFPA

13 STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS.

EXCEPTION OF NFPA 5000 AND NFPA 900

• 2018 INTERNATIONAL MECHANICAL CODE (IMC)

• OCCUPATIONAL, SAFETY AND HEALTH ADMINISTRATION

(OSHA) STANDARDS.

• VA SEISMIC DESIGN REQUIREMENTS, H-18-8

• 2017 NATIONAL ELECTRICAL CODE (NEC)

• 2018 INTERNATIONAL PLUMBING CODE (IPC)

• ASME BOILER AND PRESSURE VESSEL CODE

• ASME CODE FOR PRESSURE PIPING

• ARCHITECTURAL BARRIERS ACT ACCESSIBILITY

STANDARDS (ABAAS) INCLUDING VA SUPPLEMENT,

BARRIER FREE DESIGN GUIDE (PG-18-13)

• BUILDING CODE REQUIREMENTS FOR REINFORCED

CONCRETE, AMERICAN CONCRETE INSTITUTE AND

COMMENTARY (ACI 318)

• MANUAL OF STEEL CONSTRUCTION, LOAD AND

RESISTANCE FACTOR DESIGN SPECIFICATIONS FOR

STRUCTURAL STEEL BUILDINGS, AMERICAN INSTITUTE OF

STEEL CONSTRUCTION (AISC)

• ENERGY POLICY ACT OF 2005 (EPACT)

• DOE INTERIM FINAL RULE: ENERGY CONSERVATION

STANDARDS FOR NEW FEDERAL, COMMERCIAL AND MULTI-

FAMILY HIGH-RISE RESIDENTIAL BUILDINGS AND NEW LOW-

RISE RESIDENTIAL BUILDINGS, 10 CFR PARTS 433, 434 AND

• FEDERAL LEADERSHIP IN HIGH PERFORMANCE AND

SUSTAINABLE BUILDINGS: MEMORANDUM OF

UNDERSTANDING (MOU)

• EXECUTIVE ORDER 13423: STRENGTHENING FEDERAL

ENVIRONMENTAL, ENERGY, AND TRANSPORTATION

MANAGEMENT

• THE PROVISIONS FOR CONSTRUCTION AND SAFETY SIGNS.

STATED IN THE GENERAL REQUIREMENTS SECTION 01 00

00 AND 01 35 26 OF THE VA MASTER CONSTRUCTION

SPECIFICATION.

• VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY –

ASHRAE STANDARD 62.1-2016; MEDICAL SPACES - ASHRAE

170-2013, NON-MEDICAL SPACES - ASHRAE 62.1-2016

• SAFETY STANDARD FOR REFRIGERATION SYSTEMS –

ASHRAE STANDARD 15–2013

• 2018 INTERNATIONAL BUILDING CODE (IBC) WHERE

DIRECTED BY VA STANDARDS

UNLESS NOTED OTHERWISE, CURRENT EDITION OF

APPLICABLE STANDARD OR CODE SHALL BE USED

APPLICABLE BUILDING GUIDES

• VA FIRE PROTECTION DESIGN GUIDE, 7TH EDITION (2015)

BUILDING CODE: BUILDING 400

CONSTRUCTION TYPE:

TYPE II (222) PER NFPA 220, Chapter 4

TYPE OF BUILDING REHABILITATION: RECONSTRUCTION, CHAPTER

43.

ON FILE EQUIVALENCIES:

• 5/1997 - FLOOR CONSTRUCTION NOT MEETING 2 HOUR REQ.

• 1996 - DEAD END CORRIDORS.

• YYYY - PATIENT ROOMS IN EXCESS OF 1,000 SQ FT WITH 1 EXIT.

• 9/10/1991 - DOOR FRAMES AT VERTICAL OPENINGS AND

HAZARDOUS ROOMS NOT RATED ASSEMBLIES.

• 4/21/95 - PROTECTIVE PLATES.

FIRE RESISTIVE CONSTRUCTION (NFPA 220 Table 4.1.1)

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING

ELEMENTS:

STRUCTURAL FRAME 2 HOURS

NON-BEARING WALLS 0 HOURS

BEARING WALLS 2 HOURS

FLOORS 2 HOURS

ROOFS/ CEILINGS 1 HOURS

FIRE RESISTIVE CONSTRUCTION FOR OCCUPANCY (VA & NFPA 101)

FIRE RESISTANCE RATING REQUIREMENTS FOR SPACES BY

FUNCTION:

ELECTRICAL CLOSETS: (DEPENDENT ON EQUIPMENT SIZE)

SMOKE COMPARTMENTS: 1/2 HOUR

SOILED UTILITY ROOMS: 1 HOUR

VERTICAL SHAFTS / STAIRS: 2 HOURS

MEDICAL GAS / HAZARDOUS

STORAGE: 1 HOURS

CLASSIFICATION OF OCCUPANCY:

NEW: BUSINESS Occupancy per Chapter 38.

EXISTING: BUSINESS Occupancy per Chapter 39

43.2.2.1.4 RECONSTRUCTION: THE RECONFIGURATION OF A SPACE

THAT AFFECTS AN EXIT OR A CORRIDOR SHARED BY MORE THAN

ONE OCCUPANT SPACE; OR THE RECONFIGURATION OF A SPACE

SUCH THAT THE REHABILITATION WORK AREA IS NOT PERMITTED

TO BE OCCUPIED BECAUSE EXISTING MEANS OF EGRESS AND

FIRE PROTECTION SYSTEMS OR THEIR EQUIVALENT, ARE NOT IN

PLACE OR CONTINUOUSLY MAINTAINED.

MIXED BUILDING OCCUPANCY TYPE:

PRIMARY - BUSINESS (FLRS 1-3) HEALTH CARE (FLRS 4)

SECONDARY - INDUSTRIAL, or STORAGE USE

6.1.14.1.3 Where incidental to another occupant, areas used as follows shall be permitted to be considered part of the predominant occupancy and shall be subject to the provisions of the Code that apply to the predominant occupancy:

(1) BUSINESS, INDUSTRIAL, or STORAGE USE

6.1.14.3 Mixed Occupancies

6.1.14.3.2 The building shall comply with the most restrictive requirements of the occupancies involved, unless separate safeguards are approved.

6.2 Hazard of Contents.

6.2.1.3 For the purpose of this Code, where difference degrees of hazard of contents exist in different parts of a building or structure, the most hazardous shall govern the classification, unless hazardous areas are separated or protected as specified in Section 8.7 and the applicable sections of Chapters 11 through 43.

EXIT ACCESS TRAVEL DISTANCE:

38/39.2.6.2.1 The travel distance between any point in a room and an exit shall not exceed 200 ft.

38/39.2.6.2.2 The maximum travel distance...shall be permitted to be increased by 100 ft in buildings protected throughout by an approved automatic sprinkler system in accordance with Section 9.7.

BUSINESS OCCUPANCY; PROTECTED = 300'-0"

OCCUPANT LOAD:

38/39.1.7 Occupant Load. The occupant load, in number of persons for whom means of egress and other provisions are required, shall be determined on the basis of the occupant load factors of Table 7.3.1.2 that are characteristic of the use of the space, or shall be determined as the maximum probable population of the space under consideration, whichever is greater.

CALCULATED OCCUPANT LOADS

PROJECT AREA = 287 TOTAL OCCUPANTS

ADJACENT AREA = 185 TOTAL OCCUPANTS

MEANS OF EGRESS:

38/39.2.3 Capacity of Means of Egress.

38/39.2.3.1 The capacity of any required means of egress shall be determined in accordance with the provisions Section 7.3.

38/39.2.3.2 The clear width of any corridor or passageway required for exit access shall not be less than 44 in. (1120 mm).

38/39.2.4 Number of Means of Egress.

38/39.2.4.3 Not Less than two exits of the types described in 18.2.2 shall be accessible from each smoke compartment.

38/39.2.4.4 Egress from smoke compartments addressed in 18.2.4.3 shall be permitted through adjacent compartments provided that the two required egress paths are arranged so that both do not pass through the same adjacent smoke compartment.

PROTECTION OF VERTICAL OPENINGS:

38/39.3.1 Protection of Vertical Openings.

38/39.3.1.1 Any vertical opening shall be enclosed or protected in accordance with Section 8.6, unless otherwise permitted.

PROTECTION FROM HAZARDS:

38/39.3.2 Protection from Hazards.

38/39.3.2.1 Hazardous Areas 38/39.3.2.1.1 Any hazardous areas shall be protected in accordance with Section 8.7, and the areas addressed in 38/39.3.2.1.2 and 38/39.3.2.1.3 shall be protected as indicated.

38/39.3.2.1.2 The following areas shall be considered hazardous areas and shall be protected by fire barriers having a minimum 1-hour fire resistance rating in accordance with Section 8.3:

(1) Boiler and fuel-fired heater rooms

(2) Central/bulk laundries larger than 100 ft2

(3) Paint Shops

(4) Physical plant maintenance shops

(5) Rooms with soiled linen in volume exceeding 64 gal

(6) Rooms with collected trashed in volume exceeding 64 gal.

(7) Storage rooms larger than 100 ft2 and storing combustible material 38/39.3.2.1.3The following areas shall be considered hazardous areas and shall be protected by smoke partitions in accordance with Section 8.4:

(1) Laboratories employing flammable or combustible materials in quantities less than those that would be considered a severe hazard.

(2) Storage rooms larger than 50ft2 but not exceeding 100 ft2 and storing combustible material.

38/39.3.2.4 Medical Gas. Medical gas storage shall be in accordance with Section 8.7 and the provisions of NFPA 99, Health Care Facilities Code, applicable to operation, maintenance, and testing.

38/39.3.5.12 Portable fire extinguishers shall be provided in all health care occupancies facilities in accordance with Section 9.9.

PARKING SUMMARY:

NO ADDITIONAL PARKING ADDED OR LOST.

EXAM 2

10191019

CONSULT

ROOM 2

10281028

CONSULT

ROOM 1

10261026

LOGISTICS

STORAGE

10231023

NURSE

MANAGER

OFFICE

10241024

CLEAN

UTILITY

10211021

EXAM 7

10221022

STAFF

TLT

1019B1019B

TLT

1022B1022B

SOILED

UTILITY /

SPD

10161016

PATIENT

TLT

10331033TEAM

WORK

STATIONS

10151015

MEDS

10141014

MECH

10321032

LACTATION

10361036

FAMILY

TLT

10341034

WAITING

1032B1032B

HALLWAY

OC14OC14

WEIGH

AREA

10121012

EXAM 8

11981198

STOR

10001000

EXAM 13 /

CONSULT

RM 3

10111011

EXAM 9

10171017

EXAM 10

10041004

C O

R R

ID

O

R O

C

O C

EXAM 12

10051005

EXAM 11

10031003

RECEPTION

1080C1080C

WAITING

10821082

HAC

11051105

EXAM 1-

NEGATIVE

PRESS

1108B1108B

MEDS

11061106 TLT

1108C1108C

EXAM 4

11031103

TRIAGE

10841084

EXAM 6

10831083

CHAIR

EXAM

1085b1085b

TLT/SHWR

1087…