Attachment 15 - Drawing Part 12 676-325 Renovate B404 - Structural.pdf

UPDN

A

1a 2 3 4 5.2 6 7 8 9 10 11 12 13 14 15 16 17 18 19

B

C

C.3

D

E

E.8

F

G

H

11a6.4 7.6

A.8

B.9

SF-401

A.9

SF-201

9' - 9 3/4" 10' - 4 1/4" 10' - 0" 10' - 7" 8' - 10" 8"

10' - 0 1/2" 9' - 10" 10' - 2" 14' - 3 1/2" 5' - 8 1/2" 12' - 2 1/2" 8' - 10" 12' - 2 1/2" 9' - 8 1/2" 10' - 3 1/2" 19' - 10" 10' - 8 1/2" 8' - 10" 10' - 8 1/2" 10' - 0" 10' - 3 3/4" 9' - 9 1/4"

/2

3'

1/ 2"

1'

2'

2'

/2

9'

/2

8'

0"

9'

/2

2'

/2

A R C H I T E C T S E N G I N E E R S

CB

DESIGN

GROUP

Project Number:

Building:

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date:

CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

123456789101112131415

/8

/4

/8

/2

/4

-1

/2

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Consultant:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325

C.A.V.J.L.

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

BID SET

FRAMING PLAN - FIRST LEVEL -

OVERALL

SF-101

97 237

6-

5.

S F

-1

/1 7/

.p df

SCALE:SF-101 1/8" = 1'-0"

FRAMING PLAN - FIRST LEVEL - OVERALL1

N

A. T/ STRUCTURAL REFERENCE ELEVATION = 0’-0” (953.00’) WHICH IS THE TOP OF FINISHED SLAB ELEVATION FOR LEVEL 01, VERIFY WITH CIVIL DRAWINGS. ALL ELEVATIONS NOTED ON PLANS ARE

WITH RESPECT TO REFERENCE DATUM ELEVATION UNLESS NOTED OTHERWISE.

B. REFER TO SHEETS SG001, SG002 AND SG003 FOR GENERAL STRUCTURAL NOTES,

ABBREVIATIONS, LEGENDS, AND SPECIAL INSPECTIONS.

C. THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY

WITH ARCHITECT. NOTIFY C&S COMPANIES THROUGH ARCHITECT OF ANY VARIATIONS FROM

DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWINGS.

D. ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE

ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

COORDINATE ADDITIONAL FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E. EXISTING CONDITIONS SHOWN ARE BASED UPON INFORMATION FURNISHED BY THE OWNER.

WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY C&S COMPANIES THROUGH

ARCHITECT. DIMENSIONS AND LOCATIONS OF EXISTING ELEMENTS SHALL BE VERIFIED WHERE

NECESSARY FOR CONNECTIONS TO NEW CONSTRUCTION.

F. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ALL FIREPROOFING AND FIRE

RATING REQUIREMENTS.

G. REFER TO SHEET SF100 SERIES SHEETS FOR OVERALL FRAMING PLANS.

H. REFER TO SHEET SF200 SERIES SHEETS FOR ENLARGED FRAMING PLANS.

J. REFER TO SHEET SF300 SERIES SHEETS FOR FRAMING ELEVATIONS.

K. REFER TO SF500 SERIES SHEETS FOR TYPICAL DETAILS.

L. REFER TO SB510 SERIES SHEETS FOR FOUNDATION DETAILS.

M. REFER TO SF520 SERIES SHEETS FOR FRAMING DETAILS.

N. REFER TO SK610 SERIES SHEETS FOR GRAPHICAL COLUMN SCHEDULE.

KEYED NOTES:#

SHEET NOTES:

1/20/2023

EXP. 12/31/2024

A R C H I T E C T S E N G I N E E R S

CB

A R C H I T E C T S E N G I N E E R S

CB

93 of 23393 of 233

D W

Range

A

1a 2 3 4 5.2 6 7 8 9 10 11 12 13 14 15 16 17 18 19

B

C

C.3

D

E

E.8

F

G

H

11a6.4 7.6

A.8

B.9

SF-402

A.9

9' - 9 3/4" 10' - 4 1/4" 10' - 0" 10' - 7" 8' - 10" 8"

10' - 0 1/2" 9' - 10" 10' - 2" 14' - 3 1/2" 5' - 8 1/2" 12' - 2 1/2" 8' - 10" 12' - 2 1/2" 9' - 8 1/2" 10' - 3 1/2" 19' - 10" 10' - 8 1/2" 8' - 10" 10' - 8 1/2" 10' - 0" 10' - 3 3/4" 9' - 9 1/4"

/2

3'

1/ 2"

1'

2'

2'

/2

9'

/2

8'

0"

9'

/2

2'

/2

SF-202

A R C H I T E C T S E N G I N E E R S

CB

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date:

CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

123456789101112131415

/8

/4

/8

/2

/4

-1

/2

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Consultant:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325

C.A.V.J.L.

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

BID SET

FRAMING PLAN - SECOND LEVEL -

OVERALL

SF-102

98 237

6-

5.

S F

-1

/1 7/

.p df

SCALE:SF-102 1/8" = 1'-0"

FRAMING PLAN - SECOND LEVEL - OVERALL1

N

A. T/ STRUCTURAL REFERENCE ELEVATION = 0’-0” (953.00’) WHICH IS THE TOP OF FINISHED SLAB ELEVATION FOR LEVEL 01, VERIFY WITH CIVIL DRAWINGS. ALL ELEVATIONS NOTED ON PLANS ARE

WITH RESPECT TO REFERENCE DATUM ELEVATION UNLESS NOTED OTHERWISE.

B. REFER TO SHEETS SG001, SG002 AND SG003 FOR GENERAL STRUCTURAL NOTES,

ABBREVIATIONS, LEGENDS, AND SPECIAL INSPECTIONS.

C. THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY

WITH ARCHITECT. NOTIFY C&S COMPANIES THROUGH ARCHITECT OF ANY VARIATIONS FROM

DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWINGS.

D. ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE

ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

COORDINATE ADDITIONAL FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E. EXISTING CONDITIONS SHOWN ARE BASED UPON INFORMATION FURNISHED BY THE OWNER.

WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY C&S COMPANIES THROUGH

ARCHITECT. DIMENSIONS AND LOCATIONS OF EXISTING ELEMENTS SHALL BE VERIFIED WHERE

NECESSARY FOR CONNECTIONS TO NEW CONSTRUCTION.

F. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ALL FIREPROOFING AND FIRE

RATING REQUIREMENTS.

G. REFER TO SHEET SF100 SERIES SHEETS FOR OVERALL FRAMING PLANS.

H. REFER TO SHEET SF200 SERIES SHEETS FOR ENLARGED FRAMING PLANS.

J. REFER TO SHEET SF300 SERIES SHEETS FOR FRAMING ELEVATIONS.

K. REFER TO SF500 SERIES SHEETS FOR TYPICAL DETAILS.

L. REFER TO SB510 SERIES SHEETS FOR FOUNDATION DETAILS.

M. REFER TO SF520 SERIES SHEETS FOR FRAMING DETAILS.

N. REFER TO SK610 SERIES SHEETS FOR GRAPHICAL COLUMN SCHEDULE.

KEYED NOTES:#

SHEET NOTES:

1/20/2023

EXP. 12/31/2024

A R C H I T E C T S E N G I N E E R S

CB

94 of 23394 of 233

A

1a 2 3 4 5.2 6 7 8 9 10 11 12 13 14 15 16 17 18 19

B

C

C.3

D

E

E.8

F

G

H

11a6.4 7.6

A.8

B.9

SF-402

A.9

9' - 9 3/4" 10' - 4 1/4" 10' - 0" 10' - 7" 8' - 10" 8"

10' - 0 1/2" 9' - 10" 10' - 2" 14' - 3 1/2" 5' - 8 1/2" 12' - 2 1/2" 8' - 10" 12' - 2 1/2" 9' - 8 1/2" 10' - 3 1/2" 19' - 10" 10' - 8 1/2" 8' - 10" 10' - 8 1/2" 10' - 0" 10' - 3 3/4" 9' - 9 1/4"

/2

3'

1/ 2"

1'

2'

2'

/2

9'

/2

8'

0"

9'

/2

2'

/2

SF-203

SCALE:SF-103 1/8" = 1'-0"

FRAMING PLAN - THIRD LEVEL - OVERALL1

A R C H I T E C T S E N G I N E E R S

CB

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date:

CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

123456789101112131415

/8

/4

/8

/2

/4

-1

/2

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Consultant:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325

C.A.V.J.L.

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

BID SET

FRAMING PLAN - THIRD LEVEL -

OVERALL

SF-103

99 237

6-

5.

S F

-1

/1 7/

.p df

A. T/ STRUCTURAL REFERENCE ELEVATION = 0’-0” (953.00’) WHICH IS THE TOP OF FINISHED SLAB ELEVATION FOR LEVEL 01, VERIFY WITH CIVIL DRAWINGS. ALL ELEVATIONS NOTED ON PLANS ARE

WITH RESPECT TO REFERENCE DATUM ELEVATION UNLESS NOTED OTHERWISE.

B. REFER TO SHEETS SG001, SG002 AND SG003 FOR GENERAL STRUCTURAL NOTES,

ABBREVIATIONS, LEGENDS, AND SPECIAL INSPECTIONS.

C. THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY

WITH ARCHITECT. NOTIFY C&S COMPANIES THROUGH ARCHITECT OF ANY VARIATIONS FROM

DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWINGS.

D. ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE

ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

COORDINATE ADDITIONAL FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E. EXISTING CONDITIONS SHOWN ARE BASED UPON INFORMATION FURNISHED BY THE OWNER.

WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY C&S COMPANIES THROUGH

ARCHITECT. DIMENSIONS AND LOCATIONS OF EXISTING ELEMENTS SHALL BE VERIFIED WHERE

NECESSARY FOR CONNECTIONS TO NEW CONSTRUCTION.

F. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ALL FIREPROOFING AND FIRE

RATING REQUIREMENTS.

G. REFER TO SHEET SF100 SERIES SHEETS FOR OVERALL FRAMING PLANS.

H. REFER TO SHEET SF200 SERIES SHEETS FOR ENLARGED FRAMING PLANS.

J. REFER TO SHEET SF300 SERIES SHEETS FOR FRAMING ELEVATIONS.

K. REFER TO SF500 SERIES SHEETS FOR TYPICAL DETAILS.

L. REFER TO SB510 SERIES SHEETS FOR FOUNDATION DETAILS.

M. REFER TO SF520 SERIES SHEETS FOR FRAMING DETAILS.

N. REFER TO SK610 SERIES SHEETS FOR GRAPHICAL COLUMN SCHEDULE.

N

KEYED NOTES:#

SHEET NOTES:

1/20/2023

EXP. 12/31/2024

A R C H I T E C T S E N G I N E E R S

CB

95 of 23395 of 233

1a 2 3 4 5.2 6 7 8 9 10 11 12 13 14 15 16 17 18 19

B

C

C.3

D

E

E.8

F

G

H

11a6.4 7.6

A.8

B.9

A.9

9' - 9 3/4" 10' - 4 1/4" 10' - 0" 10' - 7" 8' - 10" 8"

10' - 0 1/2" 9' - 10" 10' - 2" 14' - 3 1/2" 5' - 8 1/2" 12' - 2 1/2" 8' - 10" 12' - 2 1/2" 9' - 8 1/2" 10' - 3 1/2" 19' - 10" 10' - 8 1/2" 8' - 10" 10' - 8 1/2" 10' - 0" 10' - 3 3/4" 9' - 9 1/4"

/2

3'

1/ 2"

1'

2'

2'

/2

9'

/2

8'

0"

9'

/2

2'

/2

SF-204

SCALE:SF-104 1/8" = 1'-0"

FRAMING PLAN - ROOF - OVERALL1

A R C H I T E C T S E N G I N E E R S

CB

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date:

CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

123456789101112131415

/8

/4

/8

/2

/4

-1

/2

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Consultant:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325

C.A.V.J.L.

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

BID SET

FRAMING PLAN - ROOF - OVERALL

SF-104

100 237

6-

5.

S F

-1

/1 7/

.p df

A. T/ STRUCTURAL REFERENCE ELEVATION = 0’-0” (953.00’) WHICH IS THE TOP OF FINISHED SLAB ELEVATION FOR LEVEL 01, VERIFY WITH CIVIL DRAWINGS. ALL ELEVATIONS NOTED ON PLANS ARE

WITH RESPECT TO REFERENCE DATUM ELEVATION UNLESS NOTED OTHERWISE.

B. REFER TO SHEETS SG001, SG002 AND SG003 FOR GENERAL STRUCTURAL NOTES,

ABBREVIATIONS, LEGENDS, AND SPECIAL INSPECTIONS.

C. THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY

WITH ARCHITECT. NOTIFY C&S COMPANIES THROUGH ARCHITECT OF ANY VARIATIONS FROM

DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWINGS.

D. ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE

ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

COORDINATE ADDITIONAL FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E. EXISTING CONDITIONS SHOWN ARE BASED UPON INFORMATION FURNISHED BY THE OWNER.

WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY C&S COMPANIES THROUGH

ARCHITECT. DIMENSIONS AND LOCATIONS OF EXISTING ELEMENTS SHALL BE VERIFIED WHERE

NECESSARY FOR CONNECTIONS TO NEW CONSTRUCTION.

F. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ALL FIREPROOFING AND FIRE

RATING REQUIREMENTS.

G. REFER TO SHEET SF100 SERIES SHEETS FOR OVERALL FRAMING PLANS.

H. REFER TO SHEET SF200 SERIES SHEETS FOR ENLARGED FRAMING PLANS.

J. REFER TO SHEET SF300 SERIES SHEETS FOR FRAMING ELEVATIONS.

K. REFER TO SF500 SERIES SHEETS FOR TYPICAL DETAILS.

L. REFER TO SB510 SERIES SHEETS FOR FOUNDATION DETAILS.

M. REFER TO SF520 SERIES SHEETS FOR FRAMING DETAILS.

N. REFER TO SK610 SERIES SHEETS FOR GRAPHICAL COLUMN SCHEDULE.

N

KEYED NOTES:#

SHEET NOTES:

1 APPROXIMATE LOCATION OF OPENING IN EXISTING ELEVATED CONCRETE ONE-WAY JOIST FLOOR SLAB SYSTEM. COORDINATE SIZE AND EXACT LOCATION WITH ARCHITECTURAL AND MECHANICAL

DRAWINGS. CONTRACTOR TO FIELD VERIFY EXISTING CONCRETE BEAM AND SLAB JOIST

LOCATIONS. FOR ADDITIONAL INFORMATION REFER TO DETAIL B3/SF522.

1/20/2023

EXP. 12/31/2024

A R C H I T E C T S E N G I N E E R S

CB

96 of 23396 of 233

2 3 4 5.2 6 7 8 9 10 11

B

C

C.3

D

T/FTG -6' - 0"

T/FTG -7' - 0"

T/FTG -6' - 0"

T/FTG -6' - 0"

T/FTG -9' - 3"

T/FTG -6' - 0"

6.4 7.6

A.8

B.9

(E) T/FTG -7' - 3"

FIELD VERIFY

(E) T/FTG -9' - 3"

FIELD VERIFY

FIELD VERIFYFIELD VERIFY

FIELD VERIFY

(E) T/FTG -6' - 0"(E) T/FTG -6' - 0"

(E) T/FTG -6' - 0"

(E) T/FTG -6' - 0"

FIELD VERIFY

FIELD VERIFY

(E) T/FTG -7' - 0"

TYP

TYP

TYP

TYP

TYP

2TYP

TYP

TYP

F5

SB-510

B1

SB-510

B2

SB-510

SF-301

SF-301 2

SF-3021

SF-302

F4

F5

F4

F3 F3

F2

F1

F4

W F

WF1

10' - 0" 10' - 7" 8' - 10" 8" 10' - 0 1/2" 9' - 10" 10' - 2" 14' - 3 1/2" 5' - 8 1/2" 12' - 2 1/2" 8' - 10" 12' - 2 1/2"

A.9

/2

3'

1/ 2"

1'

2'

2'

/2

9'

/2

T/FTG -8' - 0"

F5

SB-510

1' - 8 1/2"

B2

SB-510

B2

SB-510

F9

SB-510

T/FTG -6' - 0"

F9

SB-510

B2

SB-510

WF1

1'

/2

8' - 3" 3"

/2

4"

(E) T/FTG -8' - 0"

FIELD VERIFY

OPP

B9

SB-510

T/FTG -7' - 0"

D7

SB-510

D7

SB-510

T/CONC -6' - 0"

2' - 0"

2'

TYP

TYP

TYP

(E) T/GRADE

FIELD VERIFY

(E) T/GRADE

FIELD VERIFY

(E) T/GRADE

FIELD VERIFY

TYP

TYP

TYP

(E) T/FTG -6' - 0"

FIELD VERIFY

B.5

D5

SB-510

D5

SB-510

9 9

A R C H I T E C T S E N G I N E E R S

CB

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date:

CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

123456789101112131415

/8

/4

/8

/2

/4

-1

/2

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Consultant:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325

C.A.V.J.L.

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

BID SET

ENLARGED FOUNDATION PLAN -

BASEMENT

SB-200

101 237

6-

5.

S B

-2

/1 7/

.p df

SCALE:SB-200 1/4" = 1'-0"

ENLARGED FOUNDATION PLAN - BASEMENT1

A. T/ STRUCTURAL REFERENCE ELEVATION = 0’-0” (953.00’) WHICH IS THE TOP OF FINISHED SLAB ELEVATION FOR LEVEL 01, VERIFY WITH CIVIL DRAWINGS. ALL ELEVATIONS NOTED ON PLANS ARE

WITH RESPECT TO REFERENCE DATUM ELEVATION UNLESS NOTED OTHERWISE.

B. REFER TO SHEETS SG001, SG002 AND SG003 FOR GENERAL STRUCTURAL NOTES,

ABBREVIATIONS, LEGENDS, AND SPECIAL INSPECTIONS.

C. THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY

WITH ARCHITECT. NOTIFY C&S COMPANIES THROUGH ARCHITECT OF ANY VARIATIONS FROM

DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWINGS.

D. ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE

ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

COORDINATE ADDITIONAL FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E. EXISTING CONDITIONS SHOWN ARE BASED UPON INFORMATION FURNISHED BY THE OWNER.

WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY C&S COMPANIES THROUGH

ARCHITECT. DIMENSIONS AND LOCATIONS OF EXISTING ELEMENTS SHALL BE VERIFIED WHERE

NECESSARY FOR CONNECTIONS TO NEW CONSTRUCTION.

F. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ALL FIREPROOFING AND FIRE

RATING REQUIREMENTS.

G. REFER TO SHEET SF100 SERIES SHEETS FOR OVERALL FRAMING PLANS.

H. REFER TO SHEET SF200 SERIES SHEETS FOR ENLARGED FRAMING PLANS.

J. REFER TO SHEET SF300 SERIES SHEETS FOR FRAMING ELEVATIONS.

K. REFER TO SF500 SERIES SHEETS FOR TYPICAL DETAILS.

L. REFER TO SB510 SERIES SHEETS FOR FOUNDATION DETAILS.

M. REFER TO SK610 SERIES SHEETS FOR GRAPHICAL COLUMN SCHEDULE.

N. F_DENOTES ISOLATED SPREAD FOOTING. SEE SCHEDULE ON SHEET SK601 FOR SIZE AND

REINFORCING. FOOTING SHALL BE CENTERED UNDER COLUMN U.N.O.

P. P_DENOTES CONCRETE PIER. SEE DETAIL SK601 FOR SIZE AND REINFORCING.

Q. W_DENOTES WALLS. SEE SCHEDULE ON SHEET SK601 FOR SIZE AND REINFORCING.

R. WF_DENOTES WALL FOOTING. SEE SCHEDULE ON SHEET SK601 FOR SIZE AND REINFORCING.

FOOTING SHALL BE CENTERED UNDER WALL U.N.O.

1 EXISTING CONCRETE FOOTING.

2 EXISTING CONCRETE COLUMN.

3 EXISTING BRICK VENEER AND CONCRETE WALL.

4 STEP FOOTING AS REQUIRED TO MATCH BOTTOM OF EXISTING FOOTING ELEVATION. REFER TO

TYPICAL DETAILS FOR ADDITIONAL STEPPED FOOTING INFORMATION.

5 EXISTING GRADE AT CRAWL SPACE VARIES. CONTRACTOR TO FIELD VERIFY EXISTING

CONDITIONS PRIOR TO STARTING CONSTRUCTION.

6 CONCRETE CLOSURE POUR AROUND COLUMN.

7 EXISTING FOOTING ELEVATION CRITICAL TO DEPTH OF ELEVATOR PIT DEPTH. WHERE

CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY ENGINEER OF RECORD THROUGH VA-COR.

8 FOR ELEVATOR PIT WALL AT EXISTING FOOTING REFER TO DETAIL D2/SB510.

9 EXCAVATION AND CONCRETE PLACEMENT SHALL BE REQUIRED INSIDE THE EXISTING CRAWL

SPACE. CONTRACTOR SHALL ALIGN BOTTOM OF FOOTING ELEVATIONS WITH BOTTOM OF

EXISTING FOOTINGS AND NOT UNDERMINE EXISTING FOUNDATIONS IN ANY WAY. WHERE

CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY ENGINEER OF RECORD THROUGH VA-COR.

N

KEYED NOTES:#

SHEET NOTES:

PRIOR TO CONSTRUCTION CONTRACTOR SHALL INVESTIGATE EXISTING FOOTING

ELEVATIONS, WIDTHS AND THICKNESS AT A MINIMUM 3 LOCATIONS ADJACENT TO

THE NEW CONSTRUCTION.

CONTRACTOR SHALL PROVIDE A FIELD REPORT THRU THE VA-COR WHICH INCLUDES

PHOTOS, THICKNESS, WIDTHS AND ELEVATIONS OF EXISTING FOUNDATIONS FOR THE

EORS REVIEW PRIOR TO CONSTRUCTION. REPORT SHOULD SUMMARIZE ANY

CONDITIONS THAT DEVIATE OR IMPACT THE DESIGN PROVIDED ON CONTRACT

DRAWINGS.

UNDERPINNING OF EXISTING FOUNDATIONS MAY BE REQUIRED. DESIGN OF THE

UNDERPINNING SYSTEM IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHOULD

BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER AND IS SUBJECT TO

REVIEW AND APPROVAL BY THE EOR. REFER TO SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

EXISTING FOUNDATIONS:

CONTRACTOR SHALL ASSUME UNDERPINNING OF EXISTING FOUNDATIONS WILL BE

REQUIRED. FOR UNDERPINNING PITS, ASSUME FOUNDATION UNDERPIN ALONG

EXISTING WALL FOUNDATIONS BY EXCAVATING (4 FEET) WIDE PITS TO DEPTH

REQUIRED SKIPPING 3 SECTIONS AT ANY ONE TIME SO AS TO MAINTAIN SUPPORT FOR

WALL AT ALL TIMES. ASSUME PITS WILL BE A MINIMUM 3 FEET BELOW THE ADJACENT

EXCAVATION ELEVATION. APPROXIMATELY 40 FT OF EXISTING WALL FOUNDATION

SYSTEM WILL REQUIRE UNDERPINNING.

DESIGN OF THE UNDERPINNING SYSTEM IS THE RESPONSIBILITY OF THE

CONTRACTOR AND SHOULD BE DESIGNED BY A REGISTERED PROFESSIONAL

ENGINEER AND IS SUBJECT TO REVIEW AND APPROVAL BY THE EOR. CONTRACTOR

SHALL PROVIDE SUBMITTAL OF UNDERPINNING SYSTEM FOR REVIEW PRIOR TO

STARTING CONSTRUCTION. REFER TO SPECIFICATIONS FOR ADDITIONAL

INFORMATION.

FOR BIDDING PURPOSES:

1/20/2023

EXP. 12/31/2024

A R C H I T E C T S E N G I N E E R S

CB

97 of 23397 of 233

UP

DN

A

2 3 4 5.2 6 7 8 9 10 11

B

C

C.3

D

T/CONC 0' - 0"

6.4 7.6

A.8

B.9

TYP

TYP

TYP

TYP

SF-301

SF-301 2

SF-3021

SF-302

10' - 0" 10' - 7" 8' - 10" 8" 10' - 0 1/2" 9' - 10" 10' - 2" 14' - 3 1/2" 5' - 8 1/2" 12' - 2 1/2" 8' - 10" 12' - 2 1/2"

1/

2"

1' - 0 1/2"

A.9

8' - 2"

/2

3'

1/ 2"

1'

2'

2'

/2

9'

/2

/2

/2

D9

SB-511

B9

SB-511

D9

SB-511

TYP

C.J. (TYP)

D9

SB-511

D9

SB-511

F9

SB-510

F9

SB-510

SF-302

HSS4X2X3/8HSS4X2X3/8

B9

SB-510

HSS12X6X5/16 (LSV)

C .J

T

Y P

C.J. (TYP)

C .J

T

Y P

C .J

T

Y P

5TYP

TYP

TYP

(E) T/GRADE 0' - 0"

FIELD VERIFY

6.1

B.5

T/CONC 0' - 0 1/4"

F2

SB-510

F1

SB-510

F5

SB-510

A R C H I T E C T S E N G I N E E R S

CB

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date:

CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

123456789101112131415

/8

/4

/8

/2

/4

-1

/2

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Consultant:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325

C.A.V.J.L.

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

BID SET

ENLARGED FRAMING PLAN - FIRST

LEVEL

SF-201

102 237

6-

5.

S F

-2

/1 2/

.p df

SCALE:SF-201 1/4" = 1'-0"

ENLARGED FRAMING PLAN - FIRST LEVEL1

A. T/ STRUCTURAL REFERENCE ELEVATION = 0’-0” (953.00’) WHICH IS THE TOP OF FINISHED SLAB ELEVATION FOR LEVEL 01, VERIFY WITH CIVIL DRAWINGS. ALL ELEVATIONS NOTED ON PLANS ARE

WITH RESPECT TO REFERENCE DATUM ELEVATION UNLESS NOTED OTHERWISE.

B. REFER TO SHEETS SG001, SG002 AND SG003 FOR GENERAL STRUCTURAL NOTES,

ABBREVIATIONS, LEGENDS, AND SPECIAL INSPECTIONS.

C. THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY

WITH ARCHITECT. NOTIFY C&S COMPANIES THROUGH ARCHITECT OF ANY VARIATIONS FROM

DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWINGS.

D. ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE

ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

COORDINATE ADDITIONAL FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E. EXISTING CONDITIONS SHOWN ARE BASED UPON INFORMATION FURNISHED BY THE OWNER.

WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY C&S COMPANIES THROUGH

ARCHITECT. DIMENSIONS AND LOCATIONS OF EXISTING ELEMENTS SHALL BE VERIFIED WHERE

NECESSARY FOR CONNECTIONS TO NEW CONSTRUCTION.

F. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ALL FIREPROOFING AND FIRE

RATING REQUIREMENTS.

G. REFER TO SHEET SF100 SERIES SHEETS FOR OVERALL FRAMING PLANS.

H. REFER TO SHEET SF200 SERIES SHEETS FOR ENLARGED FRAMING PLANS.

J. REFER TO SHEET SF300 SERIES SHEETS FOR FRAMING ELEVATIONS.

K. REFER TO SF500 SERIES SHEETS FOR TYPICAL DETAILS.

L. REFER TO SB510 SERIES SHEETS FOR FOUNDATION DETAILS.

M. REFER TO SF520 SERIES SHEETS FOR FRAMING DETAILS.

N. REFER TO SK610 SERIES SHEETS FOR GRAPHICAL COLUMN SCHEDULE.

N

KEYED NOTES:#

SHEET NOTES:

1 EXISTING CONCRETE COLUMN.

2 EXISTING BRICK VENEER AND CONCRETE WALL.

3 DIMENSION TO EDGE OF SLAB.

4 5" THICK CONCRETE SLAB ON GRADE WITH #4 AT 16" O.C. EACH WAY OVER 15 MIL VAPOR BARRIOR

OVER 4" A.B.C. REFER TO SOILS REPORT FOR SUBBASE REQUIREMENTS.

5 (2) #3 X 2'-0" LONG CENTERED IN SLAB. REFER TO DETAIL D3/SF502 FOR ADDITIONAL

INFORMATION.

6 HSS6X6X3/8 ELEVATOR GUIDE RAILS - COORDINATE FINAL LOCATION WITH ELEVATOR

MANUFACTURER DRAWINGS AND SPECIFICATIONS. REFER TO SHEET SF523 FOR TYPICAL

ELEVATOR SUPPORT FRAMING DETAILS.

7 FINISHED FLOOR ELEVATIONS - ALIGN NEW AND EXISTING FLOOR ELEVATIONS. CONTRACTOR

SHALL FIELD VERIFY EXISTING FLOOR MATERIALS THICKNESS AND CONDITIONS PRIOR TO

STARTING CONSTRUCTION TO ENSURE A LEVEL TRANSITION BETWEEN NEW AND EXISTING

CONDITIONS. WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY ENGINEER OF RECORD

THROUGH VA-COR.

1/20/2023

EXP. 12/31/2024

A R C H I T E C T S E N G I N E E R S

CB

98 of 23398 of 233

B

C

C.3

D

(E) T/CONC -11'-11"

FIELD VERIFY

6.4 7.6

A.8

B.9

TYP

TYP

TYP

TYP

TYP

SF-301

SF-301 2

SF-3021

SF-302

/2

3'

1/ 2"

1'

2'

2'

/2

9'

/2

10' - 0" 10' - 7" 8' - 10" 8" 10' - 0 1/2" 9' - 10" 10' - 2" 14' - 3 1/2" 5' - 8 1/2" 12' - 2 1/2" 8' - 10" 12' - 2 1/2"

4"

W21X62 (24)

W

X

W

X

W

X

W

X

3 EQUAL SPACES 6' - 4"3 EQUAL SPACES 3' - 4" 11 1/2"

1'

3'

1/

4"

11 1/4"

4"

W16X26 (18) W21X62

W10X22 W10X22W10X22 W10X22W10X22 W10X22W10X22W10X22

W21X62

W10X22 W10X22

W21X55

W12X26 (18)

HSS12X6X5/16 (LSV) W21X62 (24)

W21X55 (24) W

X

W

X

2)

W

X

W

X

2)

W

X

W

X

2)

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

A.9

H S

S

X 6X

5/

LS

V

H S

S

X 6X

5/

LS

V

H S

S

X 6X

5/

LS

V

HSS12X6X5/16 (LSV)

HSS12X6X5/16 (LSV)

8' - 2"

/2

/2

F9

SF-522

F9

SF-522

W12X26 (10)

B7

SF-522

F9

SF-522

1/

2"

W

X

10"

W8X31

W8X31

W8X31

W8X31

W 8X

F3

SF-520

E

Q U

A L

S P

A C

E S

E

Q U

A L

S P

A C

E S

D9

SF-531

D9

SF-531

D9

SF-520

D9

SF-520

F7

SF-521

B1

SF-521

F1

SF-521

F3

SF-521

D3

SF-521

F7

SF-521

F3

SF-521

B5

SF-521

F3

SF-521

B5

SF-521

SF-302

(L O

W B

EA

M

6.1

B.5

B1

SF-523

F1

SF-521

F1

SF-522

F1

SF-522

A R C H I T E C T S E N G I N E E R S

CB

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date:

CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

123456789101112131415

/8

/4

/8

/2

/4

-1

/2

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Consultant:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325

C.A.V.J.L.

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

BID SET

ENLARGED FRAMING PLAN - SECOND

LEVEL

SF-202

103 237

6-

5.

S F

-2

/1 7/

.p df

SCALE:SF-202 1/4" = 1'-0"

ENLARGED FRAMING PLAN - SECOND LEVEL1

A. T/ STRUCTURAL REFERENCE ELEVATION = 0’-0” (953.00’) WHICH IS THE TOP OF FINISHED SLAB ELEVATION FOR LEVEL 01, VERIFY WITH CIVIL DRAWINGS. ALL ELEVATIONS NOTED ON PLANS ARE

WITH RESPECT TO REFERENCE DATUM ELEVATION UNLESS NOTED OTHERWISE.

B. REFER TO SHEETS SG001, SG002 AND SG003 FOR GENERAL STRUCTURAL NOTES,

ABBREVIATIONS, LEGENDS, AND SPECIAL INSPECTIONS.

C. THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY

WITH ARCHITECT. NOTIFY C&S COMPANIES THROUGH ARCHITECT OF ANY VARIATIONS FROM

DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWINGS.

D. ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE

ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

COORDINATE ADDITIONAL FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E. EXISTING CONDITIONS SHOWN ARE BASED UPON INFORMATION FURNISHED BY THE OWNER.

WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY C&S COMPANIES THROUGH

ARCHITECT. DIMENSIONS AND LOCATIONS OF EXISTING ELEMENTS SHALL BE VERIFIED WHERE

NECESSARY FOR CONNECTIONS TO NEW CONSTRUCTION.

F. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ALL FIREPROOFING AND FIRE

RATING REQUIREMENTS.

G. REFER TO SHEET SF100 SERIES SHEETS FOR OVERALL FRAMING PLANS.

H. REFER TO SHEET SF200 SERIES SHEETS FOR ENLARGED FRAMING PLANS.

J. REFER TO SHEET SF300 SERIES SHEETS FOR FRAMING ELEVATIONS.

K. REFER TO SF500 SERIES SHEETS FOR TYPICAL DETAILS.

L. REFER TO SB510 SERIES SHEETS FOR FOUNDATION DETAILS.

M. REFER TO SF520 SERIES SHEETS FOR FRAMING DETAILS.

N. REFER TO SK610 SERIES SHEETS FOR GRAPHICAL COLUMN SCHEDULE.

N

KEYED NOTES:#

SHEET NOTES:

1 3 1/2" LIGHT WEIGHT CONCRETE SLAB REINFORCED WITH 4X4XW4.0XW4.0 W.W.R. OVER 2" X 20

GAGE GALVANIZED STEEL DECK (5 1/2" TOTAL THICKNESS). REFER TO GENERAL STRUCTURAL

NOTES FOR ATTACHMENT REQUIREMENTS.

2 EXISTING CONCRETE COLUMN.

3 EXISTING BRICK VENEER AND CONCRETE WALL.

4 4" EXPANSION JOINT BETWEEN NEW AND EXISTING.

5 OPENING AT CONCRETE OVER STEEL DECK. COORDINATE EXACT SIZE AND LOCATION WITH

ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. SUPPORT FRAMING PER

TYPICAL DETAIL D1/SF504

6 DIMENSION TO EDGE OF SLAB.

7 APPROXIMATE LOCATION OF OPENING IN EXISTING ELEVATED CONCRETE ONE-WAY JOIST FLOOR SLAB SYSTEM. COORDINATE SIZE AND EXACT LOCATION WITH ARCHITECTURAL AND MECHANICAL

DRAWINGS. CONTRACTOR TO FIELD VERIFY EXISTING CONCRETE BEAM AND SLAB JOIST

LOCATIONS. FOR ADDITIONAL INFORMATION REFER TO DETAIL B3/SF522.

8 HSS6X6X3/8 ELEVATOR GUIDE RAILS - COORDINATE FINAL LOCATION WITH ELEVATOR

MANUFACTURER DRAWINGS AND SPECIFICATIONS. REFER TO SHEET SF523 FOR TYPICAL

ELEVATOR SUPPORT FRAMING DETAILS.

9 FINISHED FLOOR ELEVATIONS - ALIGN NEW AND EXISTING FLOOR ELEVATIONS. CONTRACTOR

SHALL FIELD VERIFY EXISTING FLOOR MATERIALS THICKNESS AND CONDITIONS PRIOR TO

STARTING CONSTRUCTION TO ENSURE A LEVEL TRANSITION BETWEEN NEW AND EXISTING

CONDITIONS. WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY ENGINEER OF RECORD

THROUGH VA-COR.

1/20/2023

EXP. 12/31/2024

A R C H I T E C T S E N G I N E E R S

CB

99 of 23399 of 233

B

C

C.3

D

T/CONC 23' - 10"

(E) T/CONC -23'-10"

FIELD VERIFY

6.4

6.4 7.6

A.8

B.9

TYP

TYP

TYP

TYP

TYP

SF-301

SF-301 2

SF-3021

SF-302

10' - 0" 10' - 7" 8' - 10" 8" 10' - 0 1/2" 9' - 10" 10' - 2" 14' - 3 1/2" 5' - 8 1/2" 12' - 2 1/2" 8' - 10" 12' - 2 1/2"

4"

3 EQUAL SPACES 6' - 4"3 EQUAL SPACES

1/

4"

11 1/4"

4"

W21X62 (24)

W

X

W

X

W

X

W

X

W16X26 (18) W21X62

W10X22W10X22W10X22W10X22

W21X62

W10X22 W10X22

W21X55

W12X26 (18)

HSS12X6X5/16 (LSV) W21X62 (24)

W21X55 (24)

W

X

W

X

2)

W

X

W

X

2)

W

X

W

X

2)

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

3' - 4" 11 1/2"

1'

3'

A.9

HSS12X6X5/16 (LSV)

H S

S

X 6X

5/

LS

V

H S

S

X 6X

5/

LS

V

HSS12X6X5/16 (LSV)

8' - 2"

/2

3'

1/ 2"

1'

2'

2'

/2

9'

/2

/2

/2

W12X26 (10)

W

X

E

Q U

A L

S P

A C

E S

E

Q U

A L

S P

A C

E S

F9

SF-522

F9

SF-522

B7

SF-522

F9

SF-522

D9

SF-531

D9

SF-531

D9

SF-520

F7

SF-521

B1

SF-521

F1

SF-521

D9

SF-520

F3

SF-521

D3

SF-521

F7

SF-521

F3

SF-521

B5

SF-521

F3

SF-521

B5

SF-521

F9

SF-522

1/

2"

6.1

B.5

B1

SF-523

F1

SF-521

10"

F1

SF-522

F1

SF-522

A R C H I T E C T S E N G I N E E R S

CB

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date:

CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

123456789101112131415

/8

/4

/8

/2

/4

-1

/2

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Consultant:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325

C.A.V.J.L.

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

BID SET

ENLARGED FRAMING PLAN - THIRD

LEVEL

SF-203

104 237

6-

5.

S F

-2

/1 7/

.p df

SCALE:SF-203 1/4" = 1'-0"

ENLARGED FRAMING PLAN - THIRD LEVEL1

A. T/ STRUCTURAL REFERENCE ELEVATION = 0’-0” (953.00’) WHICH IS THE TOP OF FINISHED SLAB ELEVATION FOR LEVEL 01, VERIFY WITH CIVIL DRAWINGS. ALL ELEVATIONS NOTED ON PLANS ARE

WITH RESPECT TO REFERENCE DATUM ELEVATION UNLESS NOTED OTHERWISE.

B. REFER TO SHEETS SG001, SG002 AND SG003 FOR GENERAL STRUCTURAL NOTES,

ABBREVIATIONS, LEGENDS, AND SPECIAL INSPECTIONS.

C. THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY

WITH ARCHITECT. NOTIFY C&S COMPANIES THROUGH ARCHITECT OF ANY VARIATIONS FROM

DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWINGS.

D. ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE

ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

COORDINATE ADDITIONAL FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E. EXISTING CONDITIONS SHOWN ARE BASED UPON INFORMATION FURNISHED BY THE OWNER.

WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY C&S COMPANIES THROUGH

ARCHITECT. DIMENSIONS AND LOCATIONS OF EXISTING ELEMENTS SHALL BE VERIFIED WHERE

NECESSARY FOR CONNECTIONS TO NEW CONSTRUCTION.

F. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ALL FIREPROOFING AND FIRE

RATING REQUIREMENTS.

G. REFER TO SHEET SF100 SERIES SHEETS FOR OVERALL FRAMING PLANS.

H. REFER TO SHEET SF200 SERIES SHEETS FOR ENLARGED FRAMING PLANS.

J. REFER TO SHEET SF300 SERIES SHEETS FOR FRAMING ELEVATIONS.

K. REFER TO SF500 SERIES SHEETS FOR TYPICAL DETAILS.

L. REFER TO SB510 SERIES SHEETS FOR FOUNDATION DETAILS.

M. REFER TO SF520 SERIES SHEETS FOR FRAMING DETAILS.

N. REFER TO SK610 SERIES SHEETS FOR GRAPHICAL COLUMN SCHEDULE.

N

KEYED NOTES:#

SHEET NOTES:

1 3 1/2" LIGHT WEIGHT CONCRETE SLAB REINFORCED WITH 4X4XW4.0XW4.0 W.W.R. OVER 2" X 20

GAGE GALVANIZED STEEL DECK (5 1/2" TOTAL THICKNESS). REFER TO GENERAL STRUCTURAL

NOTES FOR ATTACHMENT REQUIREMENTS.

2 EXISTING CONCRETE COLUMN.

3 EXISTING BRICK VENEER AND CONCRETE WALL.

4 4" EXPANSION JOINT BETWEEN NEW AND EXISTING.

5 DIMENSION TO EDGE OF SLAB.

6 OPENING AT CONCRETE OVER STEEL DECK. COORDINATE EXACT SIZE AND LOCATION WITH

ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. SUPPORT FRAMING PER

TYPICAL DETAIL D1/SF504

7 HSS6X6X3/8 ELEVATOR GUIDE RAILS - COORDINATE FINAL LOCATION WITH ELEVATOR

MANUFACTURER DRAWINGS AND SPECIFICATIONS. REFER TO SHEET SF523 FOR TYPICAL

ELEVATOR SUPPORT FRAMING DETAILS.

8 FINISHED FLOOR ELEVATIONS - ALIGN NEW AND EXISTING FLOOR ELEVATIONS. CONTRACTOR

SHALL FIELD VERIFY EXISTING FLOOR MATERIALS THICKNESS AND CONDITIONS PRIOR TO

STARTING CONSTRUCTION TO ENSURE A LEVEL TRANSITION BETWEEN NEW AND EXISTING

CONDITIONS. WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY ENGINEER OF RECORD

THROUGH VA-COR.

1/20/2023

EXP. 12/31/2024

A R C H I T E C T S E N G I N E E R S

CB

100 of 233100 of 233

B

C

C.3

D

(E) T/CONC 35'-8"

FIELD VERIFY

6.4

6.4 7.6

A.8

B.9

T/CONC 35' - 8"

TYP

TYP

TYP

TYP

TYP

SF-301

SF-301 2

SF-3021

SF-302

/2

3'

1/ 2"

1'

2'

2'

/2

9'

/2

10' - 0" 10' - 7" 8' - 10" 8" 10' - 0 1/2" 9' - 10" 10' - 2" 14' - 3 1/2" 5' - 8 1/2" 12' - 2 1/2" 8' - 10" 12' - 2 1/2"

4"

3 EQUAL SPACES 6' - 4"3 EQUAL SPACES

4"

W21X62 (24)

W

X

W

X

W

X

W

X

W16X26 (18) W21X62

W10X22 W10X22W10X22 W10X22W10X22 W10X22W10X22W10X22

W21X62

W10X22 W10X22

W21X55

W12X26 (18)

HSS12X6X5/16 (LSV) W21X62 (24)

W21X55 (24)

W

X

W

X

2)

W

X

W

X

2)

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

3' - 4" 11 1/2"

5/

8"

7" 3'

A.9

HSS12X6X5/16 (LSV)

H S

S

X 6X

5/

LS

V

H S

S

X 6X

5/

LS

V

HSS12X6X5/16 (LSV)

8' - 2"

/2

/2

HSS6X6X3/8

W12X26

W

X

4 5/8"

5/

8"

E

Q U

A L

S P

A C

E S

E

Q U

A L

S P

A C

E S

B9

SF-531

B9

SF-531

B9

SF-522

HSS6X6X3/8

HSS6X6X3/8

SF-205

1 ELEVATOR

ROOF

5,000 LBS

F9

SF-522

D9

SF-520

F1

SF-521

D9

SF-520

D7

SF-521

B7

SF-521

D7

SF-521

D7

SF-521

B5

SF-521

B5

SF-521

W12X26 (10)

B9

SF-531

SF-302

HSS6X6X3/8

D9

SF-523

6.1

HSS6X6X3/8

B.5

D1

SF-522

D5

SF-522

5'

1/

2"

10"

W

X

2)

F1

SF-522

F1

SF-522

A R C H I T E C T S E N G I N E E R S

CB

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date:

CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

123456789101112131415

/8

/4

/8

/2

/4

-1

/2

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Consultant:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325

C.A.V.J.L.

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

BID SET

ENLARGED FRAMING PLAN - ROOF

SF-204

105 237

6-

5.

S F

-2

/1 7/

.p df

SCALE:SF-204 1/4" = 1'-0"

ENLARGED FRAMING PLAN - ROOF1

A. T/ STRUCTURAL REFERENCE ELEVATION = 0’-0” (953.00’) WHICH IS THE TOP OF FINISHED SLAB ELEVATION FOR LEVEL 01, VERIFY WITH CIVIL DRAWINGS. ALL ELEVATIONS NOTED ON PLANS ARE

WITH RESPECT TO REFERENCE DATUM ELEVATION UNLESS NOTED OTHERWISE.

B. REFER TO SHEETS SG001, SG002 AND SG003 FOR GENERAL STRUCTURAL NOTES,

ABBREVIATIONS, LEGENDS, AND SPECIAL INSPECTIONS.

C. THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY

WITH ARCHITECT. NOTIFY C&S COMPANIES THROUGH ARCHITECT OF ANY VARIATIONS FROM

DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWINGS.

D. ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE

ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

COORDINATE ADDITIONAL FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E. EXISTING CONDITIONS SHOWN ARE BASED UPON INFORMATION FURNISHED BY THE OWNER.

WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY C&S COMPANIES THROUGH

ARCHITECT. DIMENSIONS AND LOCATIONS OF EXISTING ELEMENTS SHALL BE VERIFIED WHERE

NECESSARY FOR CONNECTIONS TO NEW CONSTRUCTION.

F. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ALL FIREPROOFING AND FIRE

RATING REQUIREMENTS.

G. REFER TO SHEET SF100 SERIES SHEETS FOR OVERALL FRAMING PLANS.

H. REFER TO SHEET SF200 SERIES SHEETS FOR ENLARGED FRAMING PLANS.

J. REFER TO SHEET SF300 SERIES SHEETS FOR FRAMING ELEVATIONS.

K. REFER TO SF500 SERIES SHEETS FOR TYPICAL DETAILS.

L. REFER TO SB510 SERIES SHEETS FOR FOUNDATION DETAILS.

M. REFER TO SF520 SERIES SHEETS FOR FRAMING DETAILS.

N. REFER TO SK610 SERIES SHEETS FOR GRAPHICAL COLUMN SCHEDULE.

N

KEYED NOTES:#

SHEET NOTES:

1 3 1/2" LIGHT WEIGHT CONCRETE SLAB REINFORCED WITH 4X4XW4.0XW4.0 W.W.R. OVER 2" X 20

GAGE GALVANIZED STEEL DECK (5 1/2" TOTAL THICKNESS). REFER TO GENERAL STRUCTURAL

NOTES FOR ATTACHMENT REQUIREMENTS.

2 EXISTING CONCRETE COLUMN.

3 EXISTING BRICK VENEER AND CONCRETE WALL.

4 4" EXPANSION JOINT BETWEEN NEW AND EXISTING.

5 DIMENSION TO EDGE OF SLAB.

6 OPENING AT CONCRETE OVER STEEL DECK. COORDINATE EXACT SIZE AND LOCATION WITH

ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. SUPPORT FRAMING PER

TYPICAL DETAIL D1/SF504

7 APPROXIMATE LOCATION OF OPENING IN EXISTING ELEVATED CONCRETE ONE-WAY JOIST FLOOR SLAB SYSTEM. COORDINATE SIZE AND EXACT LOCATION WITH ARCHITECTURAL AND MECHANICAL

DRAWINGS. CONTRACTOR TO FIELD VERIFY EXISTING CONCRETE BEAM AND SLAB JOIST

LOCATIONS. FOR ADDITIONAL INFORMATION REFER TO DETAIL B3/SF522.

8 HSS6X6X3/8 ELEVATOR GUIDE RAILS - COORDINATE FINAL LOCATION WITH ELEVATOR

MANUFACTURER DRAWINGS AND SPECIFICATIONS. REFER TO SHEET SF523 FOR TYPICAL

ELEVATOR SUPPORT FRAMING DETAILS.

9 FINISHED FLOOR ELEVATIONS - ALIGN NEW AND EXISTING FLOOR ELEVATIONS. CONTRACTOR

SHALL FIELD VERIFY EXISTING FLOOR MATERIALS THICKNESS AND CONDITIONS PRIOR TO

STARTING CONSTRUCTION TO ENSURE A LEVEL TRANSITION BETWEEN NEW AND EXISTING

CONDITIONS. WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY ENGINEER OF RECORD

THROUGH VA-COR.

10 APPROXIMATE LOCATION OF ROOF DRAIN. COORDINATE EXACT LOCATION WITH ARCHITECTURAL

AND PLUMBING DRAWINGS. SUPPORT FRAMING PER TYPICAL DETAILS.

1/20/2023

EXP. 12/31/2024

A R C H I T E C T S E N G I N E E R S

CB

101 of 233101 of 233

B

C

C.3

D

6.4

A.8

B.9

SF-301

SF-3021

SF-302

A.9

H S

S

X 6X

5/

LS

V

H S

S

X 6X

5/

LS

V ) 1

HSS12X6X5/16 (LSV)

HSS12X6X5/16 (LSV)

H S

S

X 6X

5/

LS

V

1' - 8" 8' - 2"

3'

1/ 2"

/2

/2

2'

2'

/2

9'

/2

2 EQUAL SPACES

W 8X

W

8X

W12X26

T/CONC 38' - 9"

1'

/2 "1' - 2 1/2"3"

1/

2"

T/STL 38' - 1 1/2"

F1

SF-521

F1

SF-521

D5

SF-522

D5

SF-522

6.1

B.5

C1

SF-523 SIM

C1

SF-523

D1

SF-522

1'

SCALE:SF-205 1/4" = 1'-0"

ENLARGED FRAMING PLAN - ELEVATOR ROOF1

A R C H I T E C T S E N G I N E E R S

CB

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date:

CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

123456789101112131415

/8

/4

/8

/2

/4

-1

/2

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Consultant:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325

C.A.V.J.L.

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

BID SET

ENLARGED FRAMING PLAN -

ELEVATOR ROOF

SF-205

106 237

6-

5.

S F

-2

/1 7/

.p df

A. T/ STRUCTURAL REFERENCE ELEVATION = 0’-0” (953.00’) WHICH IS THE TOP OF FINISHED SLAB ELEVATION FOR LEVEL 01, VERIFY WITH CIVIL DRAWINGS. ALL ELEVATIONS NOTED ON PLANS ARE

WITH RESPECT TO REFERENCE DATUM ELEVATION UNLESS NOTED OTHERWISE.

B. REFER TO SHEETS SG001, SG002 AND SG003 FOR GENERAL STRUCTURAL NOTES,

ABBREVIATIONS, LEGENDS, AND SPECIAL INSPECTIONS.

C. THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY

WITH ARCHITECT. NOTIFY C&S COMPANIES THROUGH ARCHITECT OF ANY VARIATIONS FROM

DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWINGS.

D. ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE

ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

COORDINATE ADDITIONAL FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E. EXISTING CONDITIONS SHOWN ARE BASED UPON INFORMATION FURNISHED BY THE OWNER.

WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY C&S COMPANIES THROUGH

ARCHITECT. DIMENSIONS AND LOCATIONS OF EXISTING ELEMENTS SHALL BE VERIFIED WHERE

NECESSARY FOR CONNECTIONS TO NEW CONSTRUCTION.

F. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ALL FIREPROOFING AND FIRE

RATING REQUIREMENTS.

G. REFER TO SHEET SF100 SERIES SHEETS FOR OVERALL FRAMING PLANS.

H. REFER TO SHEET SF200 SERIES SHEETS FOR ENLARGED FRAMING PLANS.

J. REFER TO SHEET SF300 SERIES SHEETS FOR FRAMING ELEVATIONS.

K. REFER TO SF500 SERIES SHEETS FOR TYPICAL DETAILS.

L. REFER TO SB510 SERIES SHEETS FOR FOUNDATION DETAILS.

M. REFER TO SF520 SERIES SHEETS FOR FRAMING DETAILS.

N. REFER TO SK610 SERIES SHEETS FOR GRAPHICAL COLUMN SCHEDULE.

N

KEYED NOTES:#

SHEET NOTES:

1 3 1/2" LIGHT WEIGHT CONCRETE SLAB REINFORCED WITH 4X4XW4.0XW4.0 W.W.R. OVER 2" X 20

GAGE GALVANIZED STEEL DECK (5 1/2" TOTAL THICKNESS). REFER TO GENERAL STRUCTURAL

NOTES FOR ATTACHMENT REQUIREMENTS.

2 DIMENSION TO EDGE OF SLAB.

3 HSS6X6X3/8 ELEVATOR GUIDE RAILS - COORDINATE FINAL LOCATION WITH ELEVATOR

MANUFACTURER DRAWINGS AND SPECIFICATIONS. REFER TO SHEET SF523 FOR TYPICAL

ELEVATOR SUPPORT FRAMING DETAILS.

1/20/2023

EXP. 12/31/2024

A R C H I T E C T S E N G I N E E R S

CB

102 of 233102 of 233

FIRST LEVEL

0' - 0"

SECOND LEVEL

11' - 11"

THIRD LEVEL

23' - 10"

ATTIC LEVEL

35' - 8"

BASEMENT

-6' - 0"

6.47.6

ROOF

44' - 8"

9' - 10"10' - 2"14' - 3 1/2"5' - 8 1/2"

TYP

TYP

TYP

SF-522

B9

SF-522

F9

SF-522

F9

SB-511

D9

SF-522

D5

SF-522

D1

6.1

FIRST LEVEL

0' - 0"

SECOND LEVEL

11' - 11"

A

THIRD LEVEL

23' - 10"

ATTIC LEVEL

35' - 8"

B C C.3 D

BASEMENT

-6' - 0"

A.8 B.9

ROOF

44' - 8"

13' - 1 1/2" 3' - 11 1/2" 1' - 7" 19' - 0" 2' - 0" 2' - 5 1/2" 9' - 7 1/2"

TYP

TYP

A.9

SF-531

B9

SF-531

D9

SF-531

D9

SB-510

F9

SB-511

D9

SF-522

F9

SF-522

F9

SF-522

B9

SF-523

D9

A R C H I T E C T S E N G I N E E R S

CB

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date:

CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

123456789101112131415

/8

/4

/8

/2

/4

-1

/2

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Consultant:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325

C.A.V.J.L.

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

BID SET

FRAMING ELEVATIONS

SF-301

108 237

6-

5.

S F

-3

/1 7/

.p df

SCALE:SF-301 1/4" = 1'-0"

FRAMING ELEVATION ALONG GRID B.91

SCALE:SF-301 1/4" = 1'-0"

FRAMING ELEVATION ALONG GRID 82

KEYED NOTES:#

SHEET NOTES:

1 SUPPORT FRAMING FOR EXISTING MASONRY AND VENEER WALL SYSTEM - COORDINATE

ADDITIONAL REQUIREMENTS WITH ARCHITECTURAL DRAWINGS.

2 STUD INFILL AT EXISTING WINDOW - REMOVE EXISTING WINDOW FRAME AND COORDINATE

ADDITIONAL REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. REFER TO DETAILS FOR

ADDITIONAL INFORMATION.

3 REMOVE EXISTING DOOR/WINDOW AND PROVIDE MASONRY INFILL PER TYPICAL DETAILS -

COORDINATE ADDITIONAL REQUIREMENTS WITH ARCHITECTURAL DRAWINGS.

4 5" THICK CONCRETE SLAB ON GRADE WITH #4 AT 16" O.C. EACH WAY OVER 15 MIL VAPOR BARRIOR

OVER 4" A.B.C. REFER TO SOILS REPORT FOR SUBBASE REQUIREMENTS.

A. T/ STRUCTURAL REFERENCE ELEVATION = 0’-0” (953.00’) WHICH IS THE TOP OF FINISHED SLAB ELEVATION FOR LEVEL 01, VERIFY WITH CIVIL DRAWINGS. ALL ELEVATIONS NOTED ON PLANS ARE

WITH RESPECT TO REFERENCE DATUM ELEVATION UNLESS NOTED OTHERWISE.

B. REFER TO SHEETS SG001, SG002 AND SG003 FOR GENERAL STRUCTURAL NOTES,

ABBREVIATIONS, LEGENDS, AND SPECIAL INSPECTIONS.

C. THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY

WITH ARCHITECT. NOTIFY C&S COMPANIES THROUGH ARCHITECT OF ANY VARIATIONS FROM

DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWINGS.

D. ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE

ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

COORDINATE ADDITIONAL FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E. EXISTING CONDITIONS SHOWN ARE BASED UPON INFORMATION FURNISHED BY THE OWNER.

WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY C&S COMPANIES THROUGH

ARCHITECT. DIMENSIONS AND LOCATIONS OF EXISTING ELEMENTS SHALL BE VERIFIED WHERE

NECESSARY FOR CONNECTIONS TO NEW CONSTRUCTION.

F. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ALL FIREPROOFING AND FIRE

RATING REQUIREMENTS.

G. REFER TO SHEET SF100 SERIES SHEETS FOR OVERALL FRAMING PLANS.

H. REFER TO SHEET SF200 SERIES SHEETS FOR ENLARGED FRAMING PLANS.

J. REFER TO SHEET SF300 SERIES SHEETS FOR FRAMING ELEVATIONS.

K. REFER TO SF500 SERIES SHEETS FOR TYPICAL DETAILS.

L. REFER TO SB510 SERIES SHEETS FOR FOUNDATION DETAILS.

M. REFER TO SF520 SERIES SHEETS FOR FRAMING DETAILS.

N. REFER TO SK610 SERIES SHEETS FOR GRAPHICAL COLUMN SCHEDULE.

1/20/2023

EXP. 12/31/2024

A R C H I T E C T S E N G I N E E R S

CB

107103 of 233103 of 233

FIRST LEVEL

0' - 0"

SECOND LEVEL

11' - 11"

THIRD LEVEL

23' - 10"

ATTIC LEVEL

35' - 8"

BCC.3D

BASEMENT

-6' - 0"

B.9

ROOF

44' - 8"

9' - 7 1/2" 2' - 5 1/2" 2' - 0" 10' - 3 1/2" 8' - 8 1/2" 1' - 7"

TYP

A.9

H S

S 6X

6X 3/

H S

S 6X

6X 3/

H S

S 6X

6X 3/

TYP

SF-522

D1

B.5

SB-510

D1

TYP

TYP

FIRST LEVEL

0' - 0"

SECOND LEVEL

11' - 11"

THIRD LEVEL

23' - 10"

ATTIC LEVEL

35' - 8"

5.26

BASEMENT

-6' - 0"

ROOF

44' - 8"

8"10' - 0 1/2"1' - 8"

TYP

SF-531

B9

SF-531

D9

SF-531

D9

SB-510

F9

H S

S 6X

6X 3/

6.1

FIRST LEVEL

0' - 0"

SECOND LEVEL

11' - 11"

HSS4X2X3/8 (LSV)

H S

S 4X

2X 3/

H S

S 4X

2X 3/

10' - 7"

EXISTING ELEVATED

CONCRETE ONE-WAY JOIST

FLOOR SLAB SYSTEM

EXISTING ELEVATED

CONCRETE ONE-WAY JOIST

FLOOR SLAB SYSTEM

SF-521

F1

SB-511

F9

SF-522

F5

A R

C H

IT

E

C T

U R

A L

D R

A W

IN

G

S

O P

E N

IN

G

H E

IG

H

C

O O

R D

IN

A

T E

W

IT

H

ARCHITECTURAL DRAWINGS

OPENING WIDTH - COORDINATE WITH

ATTIC LEVEL

35' - 8"

78 7.6

ROOF

44' - 8"

H S

S 6X

6X 3/

2'

8'

HSS6X4X3/8 (LSH)

HSS6X4X3/8 (LSH)

H S

S 6X

6X 3/

6' - 0 1/2"12' - 4 1/2"4' - 0 1/2"1' - 8"

14' - 3 1/2"5' - 8 1/2"

6"

D9

SF-523

D9

SF-523

H S

S 6X

6X 3/

H S

S 6X

6X 3/

A R C H I T E C T S E N G I N E E R S

CB

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date:

CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

123456789101112131415

/8

/4

/8

/2

/4

-1

/2

Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Consultant:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325

C.A.V.J.L.

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

BID SET

FRAMING ELEVATIONS

SF-302

109 237

6-

5.

S F

-3

/1 7/

.p df

SCALE:SF-302 1/4" = 1'-0"

FRAMING ELEVATION ALONG GRID 61

SCALE:SF-302 1/4" = 1'-0"

FRAMING ELEVATION ALONG GRID B2

KEYED NOTES:#

SHEET NOTES:

1 STUD INFILL AT EXISTING WINDOW - REMOVE EXISTING WINDOW FRAME AND COORDINATE

ADDITIONAL REQUIREMENTS WITH ARCHITECTURAL DRAWINGS. REFER TO DETAILS FOR

ADDITIONAL INFORMATION.

2 SUPPORT FRAMING FOR EXISTING MASONRY AND VENEER WALL SYSTEM - COORDINATE

ADDITIONAL REQUIREMENTS WITH ARCHITECTURAL DRAWINGS.

3 1 1/2" X 20 GAGE STEEL ROOF DECK. REFER TO GENERAL STRUCTURAL NOTES FOR ATTACHMENT

REQUIREMENTS.

4 REMOVE EXISTING DOOR/WINDOW AND PROVIDE MASONRY INFILL PER TYPICAL DETAILS -

COORDINATE ADDITIONAL REQUIREMENTS WITH ARCHITECTURAL DRAWINGS.

5 5" THICK CONCRETE SLAB ON GRADE WITH #4 AT 16" O.C. EACH WAY OVER 15 MIL VAPOR BARRIOR

OVER 4" A.B.C. REFER TO SOILS REPORT FOR SUBBASE REQUIREMENTS.

6 FOR TYPICAL STEEL TUBE BEAM TO STEEL TUBE COLUMN CONNECTIONS REFER TO DETAIL

F1/SF521.

A. T/ STRUCTURAL REFERENCE ELEVATION = 0’-0” (953.00’) WHICH IS THE TOP OF FINISHED SLAB ELEVATION FOR LEVEL 01, VERIFY WITH CIVIL DRAWINGS. ALL ELEVATIONS NOTED ON PLANS ARE

WITH RESPECT TO REFERENCE DATUM ELEVATION UNLESS NOTED OTHERWISE.

B. REFER TO SHEETS SG001, SG002 AND SG003 FOR GENERAL STRUCTURAL NOTES,

ABBREVIATIONS, LEGENDS, AND SPECIAL INSPECTIONS.

C. THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY

WITH ARCHITECT. NOTIFY C&S COMPANIES THROUGH ARCHITECT OF ANY VARIATIONS FROM

DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWINGS.

D. ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE

ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

COORDINATE ADDITIONAL FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E. EXISTING CONDITIONS SHOWN ARE BASED UPON INFORMATION FURNISHED BY THE OWNER.

WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY C&S COMPANIES THROUGH

ARCHITECT. DIMENSIONS AND LOCATIONS OF EXISTING ELEMENTS SHALL BE VERIFIED WHERE

NECESSARY FOR CONNECTIONS TO NEW CONSTRUCTION.

F. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ALL FIREPROOFING AND FIRE

RATING REQUIREMENTS.

G. REFER TO SHEET SF100 SERIES SHEETS FOR OVERALL FRAMING PLANS.

H. REFER TO SHEET SF200 SERIES SHEETS FOR ENLARGED FRAMING PLANS.

J. REFER TO SHEET SF300 SERIES SHEETS FOR FRAMING ELEVATIONS.

K. REFER TO SF500 SERIES SHEETS FOR TYPICAL DETAILS.

L. REFER TO SB510 SERIES SHEETS FOR FOUNDATION DETAILS.

M. REFER TO SF520 SERIES SHEETS FOR FRAMING DETAILS.

N. REFER TO SK610 SERIES SHEETS FOR GRAPHICAL COLUMN SCHEDULE.

SCALE:SF-302 3/8" = 1'-0"

FRAMING ELEVATION3

SCALE:SF-302 1/4" = 1'-0"

SCREEN WALL ELEVATION4

1/20/2023

EXP. 12/31/2024

A R C H I T E C T S E N G I N E E R S

CB

108104 of 233104 of 233

9 10 11 12 13

C

C.3

D

E

E.8

F

11a

B.9

8' - 10" 12' - 2 1/2" 9' - 8 1/2" 10' - 3 1/2" 19' - 10"

TYP

(E) T/CONC -0'-0"

FIELD VERIFY

3 EQUAL SPACES

8' - 10 3/4" 8"

6" 7'

9" 10' - 1"

9"

4'

E

Q U

A L

S P

A C

E S

5"

TYP

TYP

TYP

TYP

W 8X

9)

W 8X

9)

W8X31 (9)

W8X31 (9)

W8X31 (9)

D7

SF-522

D7

SF-522

F7

SF-522

F7

SF-522

A R C H I T E C T S E N G I N E E R S

CB

Drawing Number:

Project Title:

Project Location:

Issue Date

Checked By: Drawn By:

Drawing Title:

FULLY

SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

Submission:

ARCHITECT / ENGINEER OF RECORD:PROFESSIONAL SEAL:

Revisions: Date:

CONSULTANT:

23456789101112131415

B

C

D

E

F

G

H

I

J

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Drawing of

Architect:

CB DESIGN GROUP, INC.

421 King St., Suite 301 Alexandria, VA 22314 POC: Wes Bridges, AIA 703.772.4213

Consultant:

Watson Engineering, P.C.

1112 State Rte. 434 Owego, NY 13827

(607) 223-4334

TOMAH VAMC

TOMAH, WISCONSIN

DECEMBER 15, 2022

676-325

C.A.V.J.L.

EXPAND AND RENOVATE

B404 FOR OUTPATIENT

MENTAL HEALTH

BID SET

PARTIAL ENLARGED FRAMING PLAN -

FIRST LEVEL

SF-401

110 237

6-

5.

S F

-4

/1 7/

.p df

SCALE:SF-401 1/4" = 1'-0"

PARTIAL ENLARGED FRAMING PLAN - FIRST LEVEL1

N

KEYED NOTES:#

SHEET NOTES:

2 EXISTING CONCRETE COLUMN.

3 FIELD VERIFY EXISTING OPENING DIMENSIONS AND CONDITIONS.

4 EXISTING ELEVATED CONCRETE ONE-WAY JOIST FLOOR SLAB SYSTEM.

5 EXISTING CONCRETE BEAM - CONTRACTOR TO FIELD VERIFY EXISTING CONCRETE BEAM

DIMENSION BEFORE FABRICATION. TYPICAL ALL SIDES OF OPENING

A. T/ STRUCTURAL REFERENCE ELEVATION = 0’-0” (953.00’) WHICH IS THE TOP OF FINISHED SLAB ELEVATION FOR LEVEL 01, VERIFY WITH CIVIL DRAWINGS. ALL ELEVATIONS NOTED ON PLANS ARE

WITH RESPECT TO REFERENCE DATUM ELEVATION UNLESS NOTED OTHERWISE.

B. REFER TO SHEETS SG001, SG002 AND SG003 FOR GENERAL STRUCTURAL NOTES,

ABBREVIATIONS, LEGENDS, AND SPECIAL INSPECTIONS.

C. THE ARCHITECT FURNISHES ALL ELEVATIONS AND DIMENSIONS. RESOLVE ANY DISCREPANCY

WITH ARCHITECT. NOTIFY C&S COMPANIES THROUGH ARCHITECT OF ANY VARIATIONS FROM

DIMENSIONS AND CONDITIONS SHOWN BY THIS DRAWINGS.

D. ALL OPENINGS THROUGH FLOORS, WALLS OR ROOF ARE NOT SHOWN ON PLANS. COORDINATE

ALL OPENING LOCATIONS WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

COORDINATE ADDITIONAL FRAMING REQUIREMENTS OR REINFORCING WITH TYPICAL DETAILS.

E. EXISTING CONDITIONS SHOWN ARE BASED UPON INFORMATION FURNISHED BY THE OWNER.

WHERE CONDITIONS DIFFER FROM THOSE SHOWN, NOTIFY C&S COMPANIES THROUGH

ARCHITECT. DIMENSIONS AND LOCATIONS OF EXISTING ELEMENTS SHALL BE VERIFIED WHERE

NECESSARY FOR CONNECTIONS TO NEW CONSTRUCTION.

F. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR ALL…